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Fo? ?' qS8 ?S g r ? o«? by rt ( W wayg? $S gt y a'<Y ?Sy 9a y N v op s p n?°m ??A Apo„ .. tc :A 5a h' f ? I F j(FId A r' 1 1 r 77 r K I 1 Y r( 7 F ; ?tf ? ? ? ? I 1; Y R t f J f.. I 5. grh?Ty"4?,???! vrf i ??t I r I Jac , 7 iiG o / ?. /9s h!E U/ a, l ;r •? y'/. vr, r- - ' i /=,.I/[i ilJ? lr1 /.S /?i rr7G C.? /lf ??J>( A 1, (?li`t??,f,l?• ?.',,.'n? ,?:r,.?? d .? a,..;: din.w?uL?4::::t%. ?';ti ??r - .. .........m......_... mom" .....,.._.•_....,..., ... ?I 7 /t A? I-IZ > or! v7cn/o?i cS?G( L A, FA - D /.og 6zO.og ?/9 Q7 i 7,,? 0 2. g/ ?' G2a.9T Q / 97i G/9,oo e v Rm. f ,n r - t ow, 117'aro., e. LOB No / >,l 8 2l z.9m® IVY l N y . z.9/ _.?97 Ll?n6 G/2.7b - 41 t Jll w 0 R ? 3 ' `4J 1 q C;1 ,? ?O P r tai d .? ? ? .5 ? ?9 v y 'Ni CC) r l j ? ?4 1 y C? ? . ZQI ?? ,. oil P"-"; ` Mr. Edwin A. Becker Jefferson County Engineer Port Townsend, Wash. Dear Sir: Your letter of Nov. 7, 1960 to The Director, Coast and Geodetic Survey, Washington, D. C., has been referred to us for action. We understand from your letter that triangulation t t s s a ion TOANDOS 1955 can be replaced in its exact present horizontal location, after road construction has been com- pleted, and that the two reference marks will be undisturbed during construction. Your offer to replace the monument is greatly appre- ciated. However, we would prefer to have one of our engineers set the new mark and make the necessary measurements, after the v slope has had a chance to settle. It would be very helpful if your survey crew could perform the following work for us: r A 1. Carefully check the measurements to the two refer- ence marks, as given on the attached description sheet. These a ,? are horizontal distances. + •., r 2. The elevation of station TOAND0.S was determined 6f by vertical angles to be 619 ft above mean sea level. If your N crew could obtain the difference of elevation between the station ` mark and the two reference marks, we can later determine the el- evation of the new mark. i 3. Aftor the check measurements have been made, the station monument may be destroyed If practicable lease chi y5 . , p p out the bronze disk and mail it in the enclosed bag, which ro- y quires no postage. 1 all 11 if ': a iii J ! . +if t j,y ?f t AYi u'r§ t} 'f 1 o f ?F e? 2 E i?. } ?? o A 9 ?k4 ?r OR &.?i, F1'?xV ?a ? ,. l ? Iz i T ? I? 1 41. 1 1} ? }} ' 1 ' 4 ' ti dI 4l I ' P' y;Y l: 0, A 111, 111 2 _ 4. An underground mark was set about 3 or 4 ft dir tl b l the ec y e ow station mark. If there is any way that this underground mark could be left undisturbed during con- st ti t ruc on, i would simplify the setting of the new mark. + 5. Leveling an area for the new mark would. help. ?•`- Your cooperation in helping us to preserve this important survey control point will be appreciated very much. " Yours very trulYa - : c M. E. WINN CAPT, C&GS SEATTLE DISTRICT OFFICER u? CC: Director, CBGS ?: ?'7' "< d ?, y ju S uY y d t'„ 1q ut '. RRY Vf ?`? xr r { 1, oa t SAh t,.+»r. 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I ID b J I I 1 n n, I. r '?.I ` " u n r 1 l ' nr I r .n .Innr en In In<+IN ,lout r 1/1 Ylr' +nulMarvrnr,rt nr ; Ilrrnr n • I II^1 I 1 `II1••Ir: n nn•.t rfn" Iv n r' 1 w.` IuFr.lrlhr h rn w! r dr l nr n'r1 r n r U.r, IAr 1 1 e r uinwrl r U ! f Ur b1Ya Irn n.ulrrl • nlnl 1 Tur :I lnl Iu nelr nn 1 1 x,...u...I Mwr ml nr a...nr .IAtl. nr r,., rrin lr ru :.+rr«r, e.nl n nN.. f.. ? tw YrrY.y .re rnun. a..Irxl ...a a. n.u .In. tw , Mt rt V.. Wllnrr•. 14n rlMl rnn n lix •I I^r 1 , f' 1, rrn lrrt N, n 1 ,? 1 1r 1 _ f.r? l? .,If rl • rN rr Il,ft.'y. hntlnxr , r r . !r rll., In ' - a ? In f+r L..n.' nrv Y u lo.n.n d. I:n? r.+ .. t I - t r r» w,Y`,Ire1 w Irw:°:e ,?etl:n ?r b, " rr nr fllrrrxY -?? 1 I i °::::IIw w tr el Ur 1^ ? f • rl, • rt , r?.1^ ? - ?'1: ,Ih • fr"• tM , ,IIr un I tw.°M(nl rrnr n1,t rf 1 N nrrrrn fm• rAr nn % IrveY t ? rl1nr? t• .f 1 _ y y'.; '??_ ?` r I x "+tlr nrt. r 1 [nf ,fllr I. , rtwrN elrt wlrre I • tnn n P r •?y e . v In. rIn 1wtIN rlal In Inrtr•. Il I..er .r ur nr1 n.N .Ira! I I J r.a??« .r tn. na .r to bw. C ,, «.n1 [[.r le 1 tru, 1.. uw.N nn wt Ir . e.iu t - . T r Tnn. w«,rwllh.r rnr. (r,;r.T„1?TI••atxllnn ..rn.•r.n n, n,.nrl.nl ..u lnu ?' ?. 1 ? Mir nf, f Ir }Mlrfrnlbr rl[ur w« rHr ?f ter` 1nv.n1 Inrf:•:I Iw«I'ef l t «rw n .r,r rn • • 11 I w.nsxir....ra:..nr.. IlrwlrnA.r wl..«.n.... Itrn nw nit ,; rr.°.L"I .,r1 lrtr lrl1rl ?,:,. .:1 r.r rr «rm. .r r...l... n r :nJ.•I a AIYJ / I 'A'?Y r„ Irnnc lnu•d N 11111, '1YA! i ?*????. .? I f' 1 1 „br` ? 71} p ? N / r'1 I Y / J f ?nr...•..+n..••r... _ _ _ _ how- WASHINGTON 25• D.C. s 1' January 13, 1958 :.Ir. H.E. Gleason M Field Engineer Jefferson County Department of Highways Port Townsend, Jashington Dear Sir: Receipt is acknowledged of your report on the condition a -, of bench mark K 257 in Jefferson County, Washington.': g Your cooperation in reporting on this mark is greatly appreciated as it is largely through reports received from engineers, surveyors and other interested persons that we are able to keep the descriptions properly revised and , a . s up-to-date. Very truly yours, Charles Pierce Assistant Director ih - November 20, 1 f& 953 k Receipt is acknowledged of your report (Form 685) on the destruction of ben h k r ' J c mar N 257, located 2.7 miles north along a county road from Chimacum Jeffers ., , on County, Washington. We have a plan for relocating bench marks that are i n the way of road improvements. This plan is outlined on page 19 of the enclosed publication. It is success- fully followed by many highwa e i c„. y ng neering departments. It will be appreciated ify at such time as you may party working in that loc lit e y a y, you will have the disk broken out and forwarded to this Office in the enclosed k n sac which requires no postage. { + Your cooperation in reporting on this bench mark is greatly appreciated. lf; +? ? d ry truly your , , Acting Director Enclosures (2) tt..? ;y?j t, ' 1 ! s l -? V a wY .? 4 j 4` ?i A __ >?f i v? tT' --- YUr s+? . UfDYLU a. .? °s9D P$yE?C^? IN RELY ADDRU, THE DIRECTOR r;{ U.6. COAST AN OpETIC 6URVLY M.1O11Y ALD NOTiNE EIGxcR Dl Txif LLTEL DEPARTMENT OF COMMERCE , 4 I,? y ANORLRLtO q 70/HSR/fb U. S.COA57'AND GEODETIC SURVEY x• WASHINGTON 1 d• t Memorandum: Bench Mark Data and Request for Reports. The attached list of descriptions d w an elevations of bench marks contains data which, by reason of your connection with engineering wo k r will , undoubtedly be useful to you or members of your organization . In order that these marks may be readily recoverable at any time in the future, it is necessary th t th ti a eir descrip- ons be kept up to date. As it is largely through the cooperation of engineers is , surveyors and other interested persons that we are able to keep our descriptions of bench marks properly revis d N a e and up to date, it is requested that of your u , visit any of these to marks at have occason fut time re e t i ' por ur , their condition and give your su you needed changes in the descriptions, ggestions as to 1 • ' The addressed envelopes being sent you herewith used for returning the attached report fo i b r,r rms to th s office and require no postage. Additional envelopes and report forms can be supplied on r s „ eque t as needed. P Your cooperation in assisting us to keep our descriptions properly revised will be a service not only to this Bureau and other government organizations but to any su ? engineer or rveyor whether rivate who may have occasion to use the marks in thelfutu s reP 4Y ?^. .1 N 1 {? i1 1 I I I T Director ?. r .. ? • •M•1 030.2 IM n?v ADD „ TN U c C¢--=_ 4?, ,,yy33 ,, y- ?? yry,?zc ? a DEPARTMENT OF COMMERCE ND. 65/bem shy U. S. COAST AND GEODETIC SURVEY {p ?' T, M WASHINGTON 25 1 5 November 1949• ' ` Mr. Harvey S. Christian Offi - . ce of County ngtneer Courthouse Port Townsend, Washington. Dear Sir: y `•t - I wish to acknowledge receipt of your report on the `-n present condition of the bench marks,listed below. J 257 at Nordland Ferry, Jefferson County, Nashington. ? y 9f ' Your courtesy in reporting on these marks is greatly appreciated as it is largely through the cooperation of i eng neers surveyors and other interested persons that we are able to keep the descriptions properly revised and up-to-date. Very truly yours 1< T A-d_aA.-. r µ. Acting Director fj('f r NOW w {p a ? ?. . 7 t Am x December' 26, 1946 .. DEPARTMENT OF- col;. mcz U S C G M , . oast and Gaodetic Survey Northwestern District H d ' _ ?{ k ., 400 ea quarters 400 Insurance Building Seattle 4, Washington - u" S3f• Attention: Tack Dear Sir: Senior, Supervisor ' ' NV! District s Enclosed please find Photostat of Description of Mark 1944 as per yo Bench ur r equest. We have retained the one Photo- stat of Preliminary and Unadjusted elevation.shett, ry r Thanking you*very kindly,.I remain W J 1 Yours very duly 2 ?ry @@@ , enclosures: { 27 descriptions TTL/mL r r pp ?J a F?{ ? DEPARTMENT OF COMMERCE - 7 - y U. S. COAST AND GEODETIC SURVEY NORTHWESTERN DISTRICT HEAD U P Q ARTERS 400 INSURANCE BUILDING SEATTLE 4, WASHINGTON 16 December 1946 ,x . r t Mr. J. F. Lay County Road Engineer x? Jefferson County Port Townsend, Wash. ?., WIN Dear Sir: CGifh In response to your request, we are sending Photostat of Description of Bench Mark 1944. As we have i only one spare copy could you return after you have ab- straoted the information 4 Also am enclosing one Photostat of Preliminary and Unadlusted elevation Uncus to Hadlock, We ton and Port Townsend, Washington and spur lines to Fort. tx? ! Townsend Air Field. This you mqy retain as we have other copies. When the adjusted values are received we will ., send you same. Yours truly, ?'Gya???2 dcok Senior Supervisor, NW District ?I F ?WppJJ???? L ,,i ?. $o.b. "? ulAS , ?, r 71 r fl il ?L I vu I ? ?XsJ.?CI +I Y." w i !? . N r ^s??dlr ? n t + L til ? {?' U1C'?' t 4, G"P ?r a'. 1 MI Jilin"! -cw ~p ? a ' VE ll". RY 1 K THE DISTRICT ENGINEER WAR DEPARTMENT L S ' M x OFFICE OF THE DISTRICT ENGINEER ux?xa,o c•, - " - aEATTLE DISTRICT r j2 F ,r. SEATTLE, WASHINGTON ' 2$ November 1946 A'v Jefferson County Department'oY Ri h g ways Porb Townsend, Washington ?wa ATTENPION: Mr. J. T. Lay CC Dear Sir: f E. Reference is made to your letter, dated 13 November 1946, in which it was requested that data be furnished on new bench s s marks established in 1942-1944 in Eastern Jefferson County. deg ., The new bench marks established in this area were set in 1944 by the U. S. Coast and Geodetic u s rvey. It is suggested that you app3,y directly to the U. S. Coast and Geodetic Survey Office, Insurance Building, Seattle, Washington for the data 4-M-` , desired. €d'F FOR THE DISTRICT ENGINEER: Sincerely yours, V ? 1 E. I. PEASE i , Chief, Engineering Division 1 at Pl?? Ir + r ????r - IMF 7 ' y y 1 . 7, ' I 1t, aM tt° ? r 1 r s 6 Y / - ' [ November.13, 1946. h 1. } h Col. Hardy, Dist. Engr., rah U. S...Engineer Office; , . `t'extile Tower, .. . ` Seattle 1, Washington. ' Dear Sir: This office would like to obtain photo-static copies w of new Bench Marks' in;Eastern 'Jefferson County, believed to have been 'set between 1942 r 1944 by your office in conjunction with the U. S. Coast &' Geodetic' Survey. , x In the event that this information is no longer r in your hands, this office would appreciate having this .5 I e""wd request forwarded to the proper department. hk t 10, , Thanking you for your cooperation, I-remain, ?y 4 s Yours very truly, f t ! : w .c't JTL/mb Y A i i }y 6 1 , ' I f 1 1 Mom.._.....a....?...•-.+?•n++n. .. PORT TOWN9FIM rIRST ORDER LEVELING Msz MLLW - qCity Datum MSL - MLLW "City Datum Mean Sea Level (0.00) Equals + 4.93 Mean Lower LOW Water City Datum (0.06) Esusle +112.114 Mean Lower Lox Water EM 7 (1935) is a standard dick, stamped "7 1935" set vertically in south wall of concrete foundation. at sout',naest corner at barracks building No 225 W, 3 feet above ground and about 58.536' 6 inches east of building corner. Bench marl; is West Street and north of Parade ground. Building 225 W is eastern of A6.422 large buildings on hill. BId 8 78.320' 83.250' M U-257 MSL 52.992' MLLW 57,922' '"City Datum 45.808, EM R 257 ML 15.794' MLLW 20.724' *City 8.61o Datum ' BM 9 ML 7.06' MLLW 11.99' City 0.124 Datum (1935) is U.S. Army "South .3nae"end is a brans plate 2 Inches in diameter with small, hole punched in center at concrete block: 32 feet in diemeter and projecting 2 feet above ground, in arnitheast corner of Pt. Worden Army Res., about 250 feet scutbeast Of Commanding General's house, about 26 feet northeast of center line of steel gates across paved road entering reservation and about 8 feet southwe: of end of steel fence nleng bluff line. (1944) is a standard disk, stamped "U 257 1944" set in top and center of large, octagonal-shaped, concrete block formerly used as a base for cannon, at northwest corner of intersection of Cherry and West Streets in Fort Worden grounds, 18 feet treat of west curb of Cherry street, 334 :Peet north of north curb of West Street and about 2 inches above ground. Bench mark is about 135 feet north-northeast of Base Theater, 244 feet southeast: of southeast corner of guard house, and at southeast corner of lawn. (1944) is a standard disk, stamped "R 257 1944", set in south brick wall of city hall, at intersection of Water and Madison Streets Bench mark is one foot from southwest corner of wall and about 5 feet above aidewalk. (1952) is a standard disk, stamped "No 9 1952" set on foundation of concrete wall ground storage tanka near Point Hudson at Union Oil Dock. Bench mark is 8 inches southwest of southwest corner of wall 8 inches from west side of foundation and 4'inches above ground. ,- 2. BM P 257 about 0.7 mile north along )XIti.n -read leading to rt.' l•Torden from the school, at a roiid intersection, 37 feet vest of the center MSL 173.595' line of the imin road, 15 feet north of the center`iine of the eacfy and west road, at tiae sou'th'east corner of a pasture, 1.6 ICLW 178.525' feet sr_•st of a white wocdcn witness post. A standard.disk, stamped "P 257 1944" and set in the top of a concrete goat *City 166.411' projecting about 0.6 feet above ground. Datum South of a fence and 2.0 feet PM Q257 at the school iii south fees of a brick building; with a stone i.SE 174.613 foundation, 6J. feet west of the srect edge of the vest haseasat window 14MW 179.543' on the south side. of the building, 1.3 feet each of the southwest :"City corner of the building and about 3 feet above ground. A standard Datum 1 1 91 disk atemped "Q 257 19b)," and sera vertically. BM B-5 at the intersection of liashingl;on and Harrison Streets, at the MSL 97.880' P.0. 50.5 feet southwest of the southwest curb of Harrison Street, ? mliv 102.810' 13 feet northwest of the north:est curb of Washiugton Street, City 25 feet south of the east co-rrer of P.O., and in the southwest Datum 90. and of water sy tam uian?o e cover. A Corbs of Engineers, US Army standard disk stumped PIZI B-5"36 97.5112°• BM 5-257 about 0.5 miles southwest along State Highway 9 from city hall, MSL 12.342' opposite a steep bluff, in the too of the sea wall, 5.6 feet MLLW 17.272 northeast of the couth end, and. 24 feet southeast of center i41city 05.158' line of the highway. A standard disk, stamped "R 257 1944". I Datum ffiA N.E. BASE about 1.0 miles aouthwoet along State Highway 9 from the city hall, about 5hO Peel; aouthwesl', of Kearney Street, about 180 feet i MSL 7.4741 northwest Washington Strcet, about 162 feet southeast of center. r ;M 'MW 12.404' line of the highway about 108 feet cast of a green two way ,*city fire hydrant, and 1.5 feet smith ast of a white xoodan witness " " Datum -00.2901 post. Stamped N.E. Baas 1856 1908 19141 . 0.8 feet above ground. t ti F. SM RM 1 about 1.0 mil.ea southwest along State Highway 9 from city hall, 71.5 sw HE BASE feet nouthweat of Triangulation Station Port Townsend Northeast MSL 8.229' Bnae, about 177 fact southeast of center line of Highway, 91 feat ? nu 13.158' southeast of green two vcy firc hydrant, and 2 fact northwest of 7 r *City white wooden witness post. Stamped "no. 1 1856 1941" 0.4 feet ? Datum ,.01.044' above ground. i fl ! ` ?'d'nrh f r t' I? / ? '154 A1j. - ' lr r h` ? ? + ' rj i 1 t ',:1L ? rt,'f ? + 1 r Y tv w `" ' X 11 h"?{ Z .`I ?A ?3Ll. ..........w•x?n+ .. .4 (... ML MLLW xCity Datum ML Maw ' *City {. Datum 3. •B4 RM 2 about 1.0 miles southwest along State Highway 9 from city #E Base hall, 146.5 feet northwest of triangulation Station Northeast Base, at.e "Y" road junction, .31 feet southwest of a power transmission 7.283' and street light pole, 2l.8 feet southeast of the center line of 12..213' State Higbway.9, l7 feet northwest of center line of a gravel road road paralleling the Chicago, Mily ukee, St. Paul and Pacific Roadroa4, and 1.4 feet northeast of whit: wooden witness post. Stamped "No. 2 '00.099' 1856 - 194l% 0.4 feet above ground. m B 4 about 1.9 miles southwest State Highway 9 from the city hall,. (USE) at the jwanct-lon of St. Jotiu's.Hospital road, at the corner.of the high 180,2981 cut at the northwest angle of the junction, 43.2 feet north of center' 185, 228' line of, highway, 36 feet west of the center line of road, 5.5 feet south of barbed wire fence, 1.9 feet east of a St. John's Hospital sign, above 7.0 feet higher thew Highway, stamped P.B.M. "B 4 36 X-73.3-141 180,000" 4 inches above ground. BM T 257 about 2.3 miles southwest along State Highway 9 from city hall about 115 feet east of servica station at the junction of a road "i L: MSL 214.622 leading south, at the junction of a. private road lending north to small shingled house. 24 feet north of center line of. State MLLW ?19.552 Highway, 13 feet west of the center line road, 4.4 feet west of fence corner 0.9 feet south of a panel fence, and ,1.6 feet east of a *City 20 .438' white wooden witness post. Stamped "T 257 1944" u.6 feet above Datum ground. BM B-3 (u. S.E.) MSL 174.816' MLLW 176.746' *City .164.632' .Datum about 3.6 miles southwest along State Highway 9 from city hall about 0.1 miles north of an overpaas, 'at a road crossing, 47 feet south of center line of the road, 27.5 feet weat center line of Highway, at the top of a small cut, 1.7 fact south of white ei.tncsa post, stamped "P.B.M. B-3^36" act 0.5 feet above ground. iti TM S ?? y1 1 L STyty ry r ?? I Pl S>tiA 1 lip ? 1 L ? i4 1 t f N ? vg-, ? '" k 141 ? e I '?I ? _ I .}; A Y t AI f, 4 1 h ? I t ? ?1 Y It J 4 ? ? ? 1 IA ? 1 ? ? J j t- y t l I ! ? I b V k ei s ? ate.,-..?. r_ ..,.. _...,., ??Ja ??x? ?x'? ... .?r.„ .. ?.'?. ? ?.. 'nn.A11J:¦ PORT TaMSEND Nov. 22, 1965 ELEVATIONS Era on City of Po=t Townsend Dat.im FORT WORDEN nM31 MOR AM TREA'l,?fEL= SIZE Bench Mark Elevation Description _ Im thli 34.17' Bolt on top Iona F. H. 400.+ W BAS U-257 on north aide of RD §5 and east side EDS $d U,'?2 22.69, Period a.-tor Corey, F.H. 6001+ W BM U-257 on south aide RD #5 and 2001± west RD #9 IN U$3' -1.37, "X" on L.oa. S.W. Cor. West property line of Fort Worden TBM U#33 18.97' Nail in fence post '24 UA 52.03' Paint on vest cor. large rock 201+ :neat fence on west property line of Ft. Worden near. Sta. 10+00 31 Uh" 61.72' Conc. na11 in fence post at Sta. 14-100 north Prom SW cor of west property lime r Tim u#444 1.70' East aide of ASH rim at Kuhn St. and ' 59t1i (North Desch) 1 y? r Bm W5 8.68° Conc. nail in P.P. at SW cor 58th St. and Mm St. 3i u#6 26.66' Conc. nail in P.P. L20 at S.W. cor 57th St. and Kuhn St. 31 U#T 10.30' Conc. nail in P.P. #65 at S.U. cor A 49th St. and Kuhn St. ° BM UP -0.98' Conc. nail in P.P. at north aide int. of 49th and San Juen u l HA U988 16.30' Conc. nail in P.P. at S.E. cor of . . "; vs { 47th and San ,)has BM U#9 18.14' Cone. nail in P.P. S.E. cor of '. ex. St. Int. Spruce, and 47th St. _::. M ,.... r , r f ( 1 _ t ` _ r f. J y tll p + C t r 1 ' t t ? t ?` 7? 1 ' ? t r 1 5 ?I .l ?S '# 4S ? 1 ? " { ? 1 F YL Y ?yr? S ( f r _ ? I ? i' 1 ! VVV } F r r ?' JI a4 ? a , , .. Y L 1 ` ` 16 ` +4 Mir"- ,.eo-,... ., 11-ber 22, 1965 Port Townsend Page #2 MME MARKS A.E. TRUNK Sum Bench Mark Elevation N442101 63,88' Descriotion Aai7 P•P. at S.E. cor. "H" St. and Cherry ad U#ll 130.33° . Rail Is P. P. at S.E. cos "U" St. and Cherry EM M2 161.48 "R" in Corey F.H. at S.E. cor. of "T" St. and Cherry 1.U#13 157.88' Conc. nail in P.P. at S.E. cor " . S" St, and Cherry EM U &4 168.80' Cone. nail in P.P. at North side "9" St. and Rose St. EM U#15 175.12' Conc. nail in P.P. at H.E. cor.. " " S St: and Hillov St. B4 u#16 164.02' - HE cor, of conc. drive at S.W. cor 'I Of T" St. and H._].lt otr AM U#17 169.20' Conc. nail in P.P. at S.E. cor. " T" St. and Fir at. EM 0#18 141.71' Conc. nail In P.P. at S.E. cor " . U" St. and Fir St. EM U#19 131.22' Conc. null In P.P. at S.E. con " U" St. and NY17.oa St. BM U*20 127.42' "M" in M1ca11tr P.H. at "U" St. ' and Maple St. IN Ula 105.32° Conc. nail in P.P. at S.E. cor. IV" St. and Nap1o BM U#22 100.30' Cone. nail in P.P. at north side "y" St. and Nillotr THM >pl 130.99' Spike In 24" Nix' stump so , . sift of "T" ® int. "T" and Chestnut TH'1 #2 162.07r "M" in Nlm3ler F.R. at N.E. cor. Walnut and. "Q" St. M rf Il r t i ? t ttt???... r l y? Y 1 I?t f1 tl M???,? rte 1' I y jY ' ?i?(vI t I.' I I+ ' ?h .Grl }eY ? I .r Y r t,? } ! ;. r ,J?d l ? r y 54 No, . ,, November 22, 3,965 Fort Townsend ISA H TAI TRIAYIC SEVERS Page 3 Bench Mark Elevation Descri tion Kr #1 13.521 Cone. nail in P.P. at N.E. car Kearney St. and Lawrence St. XT #2 37.26' Cone. nail in P.P. at A.E. car. of Kearney and Maine KT 43 o•54' Conc. nail in P.P. 100° vest, of San Juan and on the south aide of 19th St. Im #4 11.41' Cone. nail in P.P. at S.E. car of 19th and Haines xr #5 43.57' "R" in Corey F. H. at SE car of Landes and 19th xr #6 7.29' Cone. nail in 18" Fir tree at NW car of Landes and 14th HIGH SCHOOL AREA (FIR AND "F" ST Q 1 120.55' "M" in Mueller F.H. at Fir St. and "F" St. Q #2 123.36' Conc. nail in P.P. on the east side of "Fir St " . and 400' north of "F" St. Q #3 142.71' Cone. nail in P.P. at S.E. car of "F" St. and Chestnut November 22, 1965 Poch Townsend Page SEAMMST TRUNK SEWER Beach Mark Elevation _ Deacri lion EM H#1 98.19' Spike in P. P. at southeast aide highway and east of Holcomb EM H#2 155.38' "R" in Corey FE at SW cor of highway and Cleveland BM H#3 167.20' Spike in P.P. at BE cor of Sheridan and Highway Em B14 188.55' Spike in P.P. at SET cor of Highway and Sherma.. EM H#5 192.43' Spike in P.P. at SW cor of Highway and Hancock Em H#6 207.46' Spike in P.P. at SE cor Highway and Logan BM H#T 215.73' Spike in T.P. at north aide of Highway and Thomas St. BM 16% 223.62' "R" in Corey F.A. at NW cor Highway and McPherson BM Hh 220.28' Spike in P.P. south aide of 4th St. and 4001_+ west of Thomas St. BM H#10 186.64' Spike in P.P. at SW cor Hancock and 3rd St. EK H#11 179.79' Top of "L" in Rensselaer F.H. at SW cor of Sherman and 3rd St. BM 9#12 172.99' Spike in P.P. at SW cor of Grant & 3rd St. BM 413 162.21' Spike in P.P. at SE car of Sheridan and 3rd St. Bm 014 145.24' Spike in P.P. at SE cor of Cleveland and 3rd St. HM H$15 182.880 Spike in P.P. (Standard type) at NW cor of Sheridan and 10th St. PM H#16 159.26' "R" in Corey PH at HE cor of Sheridan & 14th BM H#17 109.05' Spike in P.P. at the north side of 14th and 1001+ east of Holcomb St. BM HJ18 104.08' Spike in P.P. at 1001+ south of 10th and on the cant side of Holcomb St. BM H919 218.33' "M" in Mueller F.H. at the HE cor of 14th and Sherman St. y xe r ? r ?. r f?-_ f r ?, h p I U 4f ?l IS,; ?7 1 n I ?Y? r i V s ?? ? 9 A "1 4 1 c r _ ? r ?I I i? ?,? ? i '? , I a V of ?' tf ?' 9 1 h r' a r,? f J r ? ? ? ?? y y 11 11ti f 1 ' ? 1 t +t 470. 1:?' ? ltiJ ; ? f I y .,_ ?k ?,? IA ?W ? y '?'ipOL N r Xa P! } r1+Ga. r 1Y ROW T v"r ^'w?!- ;i°I 4 r i 1 r 1 ??M1? ?'r 12 1 {L4f,?vL1 f 1 Y 4 }, i I °n7YYg.t?? 1 11 l r. ??r. -r *? r k a Bench Mark Ad usted Elevation Bench Mark Ad,?usted Elevation- ? Meters Fee' Meters Fee 14 ` t1 SPUR LINE TO KANAKA BAY W 237 15.679 51.440, X 237 39.105 128..297, ' TBM 22 62.968 206.588 TBM 40 43.937 144.150 ?`. Kanaka Bay Y 237 48.855 160.285 Tidal 1 (1926) '2.857 9.373 Z 237 36.282 119.035 Kanaka Bay' Tidal 4 (1944) 2.151 ;7.057 A 238 32.261 1 105.843 Kanaka:Bay' TBM 46 37.866 124.232 Tidal 2 (1926) 2.645 8.678 B 238 52.252 171.430 Kanaka Bay C 238 30.740 100.853 y 9 Tidal 3 (1926) 2.904 9.528 D 238 39.567 129.813 END OF THE SPUR LINE E 238 64.717 212.326 F 238 67.978 223.024 TBM 25 52.010 170.636 TBM 56 60.704 199.160 r r, Q 237 45.558 1,49.468 G 238 70.016 229.711 R 237 72.875 239.091 TBM 57 53.600 175.853 r . ,u TBM 28 56.429 185.134 ?x S 237 32.390 '106.266 TBM 58 61.112 200.498 H 238 56.068 183.950 W TBM 29 28.666 94.048 J 238 42.498 139.429 ? T 237 22.900 75.131 K 238 45.538 149.403 9v U 237 .80 918 265.478 TBM 4 31.459 103.212 v 237 71.128 233.359 A 237 31.292 102.664 TBM 35 56.732 186.128 g ' Line 2 --Friday Harbor to 4.6 Mi. S of.Roche Harbor §.? B 237 24.267 79.616 P 238 65.847 216.033 TBM 63 3.699 130.246 Q 238 92.690 304.100 v L 238 4}.082 144.626 TBM 70 61.9113 203.225, M 238 33.284 109.199 R 238 38.828 127,•388 `4?wrk. 46 465 152?- 444, s, TBM366, 55.287 181-387 zB2 71 6.282 119.035 48.024 15757,.559 59 37 3 R 237 RESET.--6.8 miles southwest along the west side,road,from the courthouse at Frida Harbor, San Juan County; about 250 feet east My of a point where t Fe roa urns right along the west shore of the island, 70 feet southwest of a private road leading to the Ben Hannah residence, 52 feet northwest of the centerline of the west side road, about 40 feet north of a power pole, 6 feet northwest of a white witness post; and set in a drill hole in a rock outcrop. A standard disk, stamped "R 237 RESET' 1956.11 $? NOTE.--This bench mark was established and its elevation determined ? by Charles E. Riggs in December 1956. x E Elevation: 2114.361 feet. Ipp '?;" ? su r,r.?ry LIP ?s •?1? r ? Z l r? J t 4; 1 49 t' ? H f t .i y 14 ki ill `J ( 1 ? 7 4 Mfr 11 777 +iSfi ;'; Y ?r YY AN l ? jl _ ,„r..'? _ ._.;YE..?YF'3ixLi. ?'-_ '?.rr:...v?.,,. e4.r - R k„'J69i 3+'? NE-S*.r?,_ •E . 1 61 i? 9 Reprinted October trot) 16r 19M11 Inrr RCCOVE"Y NOTE. BENCH MARK NrMr COVERY NOTE .I 1 , ''V „ e 'i' : ,nMr Lro.L'fr hIG1 O'tnIDT10 LMIV¢Y NttR:D T . D I itLL hl4rkr Ir.r Mm er ly+y II•rGvr cv' r Ven Juen n llev nertY et ecuethwa• 4 ??- ' f ?+? 1 rx' iYl ? • Tb, t91td-Dnlci lOVV11nC t n l i + Id e V, .e+nrr n«v I. C •-••YW Tldel BVVeh I•uk DL4 Ir+mV er MO ] 19)3 ' r ' _V i$ ?rY' 9 u r rY .;nn Junn ]eln rl Ynr r? ]hoe, nrq 'nrptombrrt• 19)0 by a TI? fl ld we1Y. ,lvnn In LHYr 'TnitY in dwrcD Dt 0 X. . M.Y. .L „Y3ilD p er•ddmt ?.ncruee !n •tlNl .-U Y J Meal Br+6vrr Bu ]uu N 11•M <Irn Iler6w reM hw lM awrllwu• et U th ee??l4 : ?? •, ' x r V & e o W; 4 eur mrtl+ thu tlu VNT•r- Irldnl 4rberr N^ncv 0,r mile nvrN nM eut LLmE tM r'erd leedt ) vt XeaMrftm OemnvDr•rhle Iwbvr•tmiee to the dSNM hour <nmv abut 0.) e ue tlvnV•h LMretarJ nmuNa [ Ne NCk e?Vr lfrar •M nmvtq 1v a drill Agile mrlhaent a h , reck auteew. In e ? RECOVERY NOTE. BENCH MARK c "" •• R Ilnrler ""141.1 vY.lrvtrn Car r sin Sum a M k) p.• eil ? _ ? Y ? I I rtA M v e 3 ']? I s+ne v MO ) 19J] 0Lk wrk OtnN rd S1dM Bemh - - q 'N ? + ad'^rv. ^ Oea {led in •TtDAL PBDII YJN3 hld.y 14rterr 9u ]m L• U.r lmdr PeeNM.m" doted 9/JO/86. 1Wk 0.5 alto mr? at elan: the POeha I4rbvr trod frw tAa carlhwe• et a tM tAe trod legal t tl tn' , ese TFNeI IMrbmr t O.r Nl• mrth u b N 0Tlrsnl\y a[ aeehlnften 0<omMr•phly MM 7 • Aallr Menes ,MU ] vue thray;A lehm•terY mnnd•r nAwE Im 130 rode •fi t of C. Cm lt E. ? rveb pnln entq in • ll W e l? < f n • 0 ! ? nMlt ? e IV ge t T m vf ra + L s rN rw l e A teek rrw N 1s ? L drlu hale Sn rttk wtmm, g RECOVERY NOTE, BENCH MARK R v pxm Y.n rleLL B.e<A t4rk t swn W..NMew ewnrr B.n Jrm ],un 1WAVr Leun Y 9 r•• re.nhid >? e y 1 r .n 1.l vDn orth M awLhs?m MO l 19J] k Dlek am A Y l ? .,,{ ez Oem rv of w,F??9Lrd Tfde CMr. v.aA h ? Peeererq a deeerlAq In `rlDU. eBILN YP15 fifdel N•rletr 9u Juan F? ' ,. ILL W 1 m" d th 9/JO/36tM , ??, roM Irw tM -thwee et lilt, ;:` t r • y9•. t Lout. 0.4 ally nvKh LLarv1 PmM Im LLM b tF• - P1j W `bet` tnwee ,dot O,r LLle vmtn •M net LLeM th• rod ?r tnwee .LCUE 0.1 # -eeAlrctm OeennvErePNv MAVretvrlm b tA• d1NM IRarM?rtle0 he` ent t tM ewthe•et emner G Ms PtOnfu Line 1.-- iTld i'nrber In L ?Ye [v?r ?1 An vlvtnlty La ihrmN;h lnbvwlml h X '?elra T',,]?.Zro°r Mter? 7 (DUUdlM Ue, 61r en e A Malin Pmlavte0 L NHIrncYy ehtwldeer n • 1,.•rMrc. 50 entnvrehkef Ne NHA nor lSnr rn • ? y"' eM «m and ln, drl1L FM• In rm w mw N 'L. ! •µ•i?.•? RECOVERY NOTE, BENCH MARK R {de ^• ^ . •,• ti p ee l g n r rcA WY T srnr iuNMlw Ce.nrr Sw Juu ?rf r w RECOVERY NOTE, BENCH MARK R N bxn h1M^ Mrbm Cwmr Su inn del B A wrk 3 Irn• OuNMtw Ceu.er Ben Juev xn 1.6 vBn ninth M ewrthwe• County ,. Jum +f'y C •r N nut at•Mw M,MUlnum 9trrt{m ?lR Ir+nynJ PRINT 3898 19{0 p. d h I m ne n 113 al. vcrlA of euvthuue ?f??f ?? ?, C '+Age1 iDVV3 CM new SvP M J/1•Snan dLnetm Yieu Nrw 54np^r 7 yvy, - p u rq rrnenn Br trmh mY n• rumrnd ee 6mm1Md In •TiO.W BDCP tVAtl Ieid,l prrnn rn.d'i' ;', wrtwr Ne )m Ie1eMr W,rNMtm' eM In 'N•erlpuw of Tr1ery,S•tlm slntleu pari .d non eAAcut 0.6 .Ile nmeMnrE LLarK rM1e Pella 14rMe tad frw tM eavtbaw• ri3 am Jmn [NMer OuNMtce• Ne. vUr P•E• 11, NtMr d•rarllrtlw L edmml•. et trlde) P.vAm tMnee ,Coot 0,r eLL• emN eM •ut LLevU M• teed Srdlnv W 1'OI' IIFIII!r_'1 j',? TC• j•>LII.M1__J-}.93? 175 trot •ewth M thv dlrcrdM Mil, .YUUPtIdDli::tevmin...1. ei ln: eoutMU? eemeF 1 '' M Y ?' R M N• Ilbnr9r 50 fnt nmthrut M tM nmlM1mvt rotor eT MAVnmrT Ne. 4r eM ?i R )..•r7.11 ^•?'.::' RECOVERY NOTE, BENCH MARK ret fn, drill Mu 1n reeY wVrop. iM1e Anr• Nrt9 Se 1nertMd •lN en '1• m '! M.e "'R9d•! Wrlm ^ lop eM •VrTq'7•. Y ' D .tae }IdLL Bmeh Item 9 Irnr HuNNLm Cwnrl +•n i,4n nr.,er ,. r re.nr.•. v lrlMl XMtm <xy Su Jun „, ....• RECOVERY NOTE, BENCH MARK R 1< n ..6 nLLe mrtM1 M .,T.:.. K•rSdvY wrlnr Den Juul tdr C +IT ?'lYn1eN lyrsrvnr Yut K awrtn Sri rev 1Ri Ni I093191? 3 Nei mnl,n d,l Dmeh 14rY 6 tole nuNMtm HeuuY '1 C b MI1 r' PLG '1 r•. .rnn ..e hNV IkrMr er Se?Jwn . 6 Trn11iP 1'Anlu rrldel 0 nnn:rvln.•,une r..nfn)'{-Iron d4ulereAnn• PIUO ewrtlvwe Yer pto rI«. r r'n n" tM Mveh mr •rMde` deemlW in Tf •Nrtm LLeMer vunlrne,•t<m• e n 0.nrtrtfen v luYVleNw 94tlwr M1.,x ..e met rep e / +n S l • au J I i r 4•Mnetm•r ne. TUr teen 11, rlthn n•v<rlrtlm b Wriub. om•^i : Irlen -t L,Of? t?•T [li•?+ A•?r?i? ?I. 1vS0 ri •Irnnn fl 0.6 LLle voKMset eloM u• 0.mM 14eMr rwd hn Ne Evmtlvm• { •e.IrlM) I4rMr them eMM1 0.r kl• nartA eM met LLrrc tM roll leglyd V i 1 ,t ''' Ndnrn3tY eT WeaM1InELm Ovmnmr•PMC Ntm,tmin to lM d1NM. n•llr m lM r? 4 „ !. s a. Cn, y •YTn dh nT Nn dSnIM Iwllr 13 Pros ewth of lM LLJ Delet er tM Yenednr le jYt 1 Ik I!» =e•='I T RECOVERY NOTE, BENCH MARK R f.? enrnwnt.°rin tn°.":aLr::Y.' eTM Inu?nNuErl? IrrMelmlLW MUr?'n •i• m wDYeM (y?e! wrYm 9u Jwn r ?? 1 f Y nlu, TMa Mrreh lert r r J T1-111-rw ^ w rw 'h•. v rylM! Perlin G,.rr n ,uv µ p rr.Nn•`rw urn n....xle.n l.4 alto nvrtn of envtl o5un Bp M11.4190 1 DESCRIPTION OF BENCH MARK L [ .+rd er OwwLrd P•rerrm• wrk euY r r"r Iran euhlvttm Cx 4 9u Jwn . ^, y I plNY11WMr G,err 9n Jmn + 4md p +,M1itr• a J11w1.1i1 W • sA1Mm r rvleln?M1 erl?tieruref T•IUYrdetlw ?tllllevrr C I 'r[hl?,rtW ryrun ?M e'ennUn nmin er arvlAUree e r Mar• ? ? 1. ' au'iw Ie1uW r vuMMtm•r Pe, tilt D•r• ll. DtMr dmeelDtlm le ,dmnM. 1IFN1 M Pm r ?' ;ti Y t9 M IN; INr'1 V6ti al. -,-.t elav t M wrror me tMen ltM1del?ul'?1 F I C?.J yl^-J r [;1y;?; .^.. 7^. a l+ uMn nn awl. nrth .M m.t ,leM M 47? Y r - . 1) of nuM1lMtw Ovumfneltle Mhentminr eMht O,I N• neat yr - 1p.r MWr•11 tM nr • eW U. elnln nut et tie MAer•tmlre n P M =711 1r•,6 fr., et net of rM1e wt 1 t C •R• y xe RECOVERV NOTC. BENCH MARK n•H, 9,6 feel rwlh M e•nl•r jln yr lM eM } TLl s R utl er In. n,nn u. E •,t 'y,x.n Tlal ?•?ret' wrt 1 frn'• vmNMt G.u ;•• Awr DESCRIPTION OF BENCH MARK . 1 I t -1 rmrrrrnrrr...r. r S.n Ja.K I„^ re.^r 1 r ?: f. 1.'. ?'d .i P ex Mewt •n 1.^ ?len nrtlr •+mUU,u• r 1 J)r .x .Y^r YgPInINm r 9rv Jnen / ? l 19)J M r al,M,rd'riw em. .Y Di.Y : •^.^ , rrlm> 14rhm c.n Jr?.n .J 8 YI.YY + D.4 vile nnllnnt M eoulMnn• {i' I r y D I••xrr,.rvtrm Oen1 I I terY Dlnk r.^ ..,e I LT I9 V,1 e•41 nn? AkexnnF•e ImegM In TIME P1MN FMYI )rl4) Nrlurr On Jnn Nu I - .,1 9k t h1+Mr to 9/}J/ll, Mren,r An eel F llr n^rrfrmt el?n• N• n,..M Il,rlnr trot (TrY.r Ire.) vr, ?'f - .k` Ir1Ml .6 al. rrnraw\ .lint lM nmM 14rbN rnA fen tM e++rNwn, •t 1 nY 14rl.,rr nt ve nrllan of Ir • rm 1 IrWlry In lM ry! nln of tM I ri•-0 IAwe• e l DrT YL• nrrM1 ervl m. LLrev un rn1lWre^nl? giro fro rqV of n•x,IMlmrOCnnrnll le Mln . erln•. In1.M IM •nR A? 4'Mrrt IV M iu IMa Dn rlNa IwMnlnrlee a rv M11r en, IA l•J e,^ , Yl f.e t+ renl•rlln. a Ye Ynene rNrlw d •: fn• ? ^?'I.(L?' [., 1N) le UtrrMYY 1.1••.1 ?! ? of teneentlln.r YI•r^4e+ 1.1 In • nUIiMN? 1 •e i rmn r^f t eiwM lrnnl,v n nflel,ewlmin^ . r ter{ ?n M ' 1 /) '- , ?dc . v;l M M nunV • . tll•err tin, t }"InAV. e v Mrl'.nfmT n " Ar r fn .• :M IN r row • f. ^r • M .t •I VVl1u, y 4 •eq,tt Pw\. w fl^Inw •'t of • mlevl M ^I'"" I In B 1•M of 8• M1 Nf I 1 ;•1} yAF P. , r 1 ? *'' wi.n rlE Im rw+ rll m Brrr n t erlr+nr\ IwnA mrY, l F; t d.. / i ?IFn '-k ,",f) i 'S in• of Ihln ?? ? ill Aw ?? c 21.19 1' ?t ? ,?J ( 1r /[ 14 "1 rl AClfv1•rl'A.q'eJi; a ',"SOC.1?TS ?r J4 WtT lYP'+:.: ?J J d if ? •? .'1 ? f ? t h 1. dal d ; I t f I ?t I'Y I r ? ? s, jti f ! \ star F 9 7 f 51 5Y t ? ?{ i 1? 1 1 - tar. a , a 'y1? ? z A . 2 DESCRIPTON or REtir71, MARf< IJECCRIPtION OF III'NCII MARK B '+ B 1 Ir >I t i' 'I r Jn .ff i _ 'r,,. N dum r:. •n J•m ai_?' p d u L h k Y Ue U It l Ia•q b 0 ?nNlnrk yln.,nvuJ,M1n°r <avl4un•J "a?+ i 1/l N3 5..,n Y a) a9w u ILf.q ?p""t a f C a(t ' J 1e r [ t 1 rti `' loh ' 1 1 Nlm ua, 0 Ner lM Cede 1`nnt rmd hm tM < ll'", ly r n t ?i br rw'?mainr, b ll°"'w m I? 1 f u , f het n° r of LI Loot Y,wrri nt4Nyen?e •?v ^unantl ?prlwvb d ievdl l a tv y{ Stmaa {r l ` u c n nr e l r • n,1b U. I'nmo 6. ll4a m dancer a nc lh L rn n1aNr G ! wM L 9 un eenwtn rn •) f e mtYty! tlrvali Llre.d ry;r r,r. In tlv t I of a 1I.!'- U. ron rlln° of [I ° -d 1-din; -t, 15<<eat m? °f U °rllm of llu w a e Iw Lealve rV' 41nenrn• a ] vre,nMr n r ' n+'4uw nr a „! lFnrltroa .rv M ° < •mvE tM ?f TI4 ral??tlry J " I ane?r. r not inaih. Lw ar l0.irop DESCRIPTION OF RENCII MAR,( I n IUev. 'L 0 , hldny 4r^bvr r+rnr ?n hJwN'inen wn rv nt rrlJn)"INrher RECOVERY NOTC. BENCH MARK T R nA C i 4 I. Ned sYVm'v "m crxn ]r. k,Y Xem t ril N M1 4 . 191. .r,r. alrfcmevtnn O,v, Jum f .;° r' AhnM1 1/3 nLLn narlhnel of tie envlLU+e, nerve tFn Inlernntlm N 1^en 3.0 ee]arvtn yr onvthwae^ g _D 0 N t Tveker Avn,a nl t 110 [rot coot or fucker Avv.i xl rev[ nvrW of tM nl OmeM1 I'erY UleLLak w b t, C "r l ]t., Pryw S feet nw<h at tna vv?hnat e r frmv pmt cr tM1V L--Ctl' S • X419(( rt] rc Ottu befem, a. w rep of tna ewcre a EevNk. U r+n 0? r m 'n `?, AnY I?r lit rncerAMUttu.J Nn.3e meateNnn;Dbl,trovd IwAfrv;Pleethe N<r Ii t'^ DESCRIPTION OF BENCH M(.RI( - ? 0 ? Snaldry,4rn ( r c '4`yte SnM.vnm9J nrt?vmt4ei IAU Jreltf Dmae Lne MIA bLLYsr • Urm•L aL RM1• v?? ? • h1G) I4rbar Ce?r? 3 n lum m Jmn "• n o bP °[ tw erwNemt evn•r v[nLlin M"ea Wberi?l Mllr •M "'tl'? r. N OmeM1 V.vk Ulr4lrl•Y N•rMr Ye r nn eawn.e • . [ ,b' I }'•^r^u c xT11950 ,.• "T=•' RECOVERY NOTE, BENCH MARK R ^ t et I d •ecrMr??l? W4`lFe e t n ur Jfwn Eahl) CmvtnaWe. ?•t the r n ?f ?B , r.rn n c - (' Lvtldlrf, In the ew 1 J n m11Pri h 1F rk x 1903 5 M 1*?x mme r.m er s D`SU .vi??n• +°rr.`trtn.l?t rn n:?,ieninM1M pF ;,. ?viwnnr G-YJunL°'r n ^"nlr Sm J-n 7.. ? '`"°',? pma?epeer„i•e lm wra 9 r ee"nr'°r •a .<a ea er • e r«e m x o e wtn a sr. m _:I N lv • GIL M3• In of Ure pooh IpnJeatlw, [ J Nano ? ;1 DESCRI(°t1ON OF BENCH MARK rot F ldn? Nerbvkrtth-t..-t ) Nl?yr•nt std lAnbrnL lratla W the vl1?r ?a B H 1 (a.J.C,) Sr.rn ImMrYnav Cn r 3•n Jnn 0 A:DI• Hteabwt Nlwl, •t Arwb, w the pee :rty?a( NurT NUkr, w Na t Y f Weer C,.r.rr ]m ee ar bs riEMVt rock outcrop w ohs pefae oar mat (th• etq wvMew ?µ0wt fAr,P 1Wkn v^ 1Ja tort east °[ the Nd wmmm?e, 61 Get mM of • flagpNei skeet 3 1/x (? C led C9 nn{nnttnnete -nN Item lamr CMn the .,..t -t' er tnr reek, • rrLiwl f•ee of for of W dMrT k. a core w[ 1 ° A hldn) IWb°rr a vtnmuer •t tM evanr Mtd n1rN, • Dom bneh wk u tMn L n detlNty rrk ae •whe° m rUeb b r?d G the ) n llbpM 0a j. S 3 atl ]b. n tM tint • in be °a vene° eldrr.al C,thrent on ens t eaclhawv dwrr 1.4 feet rafrth wear of tM motor Eer•lk m emvt et.r 0,5 n- swtimmat a ere mvtnwL Pfllnr et ua e nermer? •m t?l %1`I;f•• ^1? %?E:' 1 hN et of RECOVERY NOTE, BENCH MARK R 1 mrNmvL Na embr vw entnnw e1lerNk, n e9 n e ' mmn atl 1vl<k •tep. NrNM In uw N., vnnr on 1- -1 t4lk i, 1903 Sore faunrY Sm .. vnrr•t re^A^ Leon Bm? n f: ,? H - 0 .n h`N^ ParMrre rw. N s m rn awr DESCRIPTION OF BENCH MARK C n t,o etln Ntat cwrth -,, m m lore ?o^vm drill nms }•mo -N t B t'. 6 3,+r -n-t en r ,'nn L ? Ir• YIGfJ? ,r rn., h1Een 1 olrrbw ccumr 9m Jan < n r on Pcz ' < Mre3ed Kerr t hlne) 14tkn + • I.J rrmn bout `^T vl]• wph •Lay be C•lW It- eem f fi e r M1au A0. ?iflb 9ntnn•M erns Sums^r Nero •t 1MI Itvl.cr e° n ,) Nis a•t rimy a ls•alnB to lM Nd ? d _ I Ou4r• -IY N•rbr, -1 qla ULnmMet NaK. •t Arpin, Na pre.mt) v( Wrt) Nllb, 5x h•t et f 't •wefurh a ref tM •P lnb rn <Um et tM ncrlM•et aatenr of LM a1J n?M1wasi ne nm •e • aeaar J feet awth of d?NK dt. •m A<L)1• A-. 42 trot rent of the e• brllm of lr;ll• An„ 21 feet prNvm•Uw N north few °. m nwaar lM mrtM•er of s Y+ertlm e( • lnr•t of tM wnbRlro e( 9prLK et.. 0.L f••t n°rtbaret °f n fin M1PIwvC, .7 vJwtl rvh nL lad rack •kwt me fmt rn lh °( N° MEn't., lln°, or • rltn tt rrA of • hmr ud N 1 I,, M0r c M rldemtt. b.l h•t rn M1rrnt a Ar111 Mle fn the em rv urEle Into N• (r• ° tAe roe L0+• 1 ^ 'St : i?? lU W t,G fml mrtAr•t of • raN • Cn nNycn pWe w rnf e? •trneU•d •14t1•, TN• f• + rear on wrk'•. lMrr f. derlnlte rrY w •whe m•rNab b 5 • wan .m wn. w•e3M fn en..1a•r1Y, Mle • :M, i ^ w s' DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARKt " 0 n i.B,Y.' Suu N n t.U.U. 30 f • nr r • ,n^rMy WI»r Cnua Mhru0tm G, r Sm M" e h1,, 14TH' C rre r 9n I =" Cn rr 9m Jmn f A • IZr14, r.•I r+n 0.3 We Inh•t e( ewrln9un• Nme vl?pef nt of ro<kx'S Nler mnn e( th• awthewn 5 , r••vnw re na. Nmr 1 lM rwUwrn nrt.ally of the tmm of fr1,N IMrtai •bwt 0,] 11-1,141 rtm,A ) ekrat I5 to 1mt n•t of rnn Jvre of llu rnd 1•nA1m mrtnntnt • 1 eI' I vv o ML r•t °! t IW or lr lrr.r K fmt arN t the cmtrNlm er frw nt rKltne nob W erwle7rTe (mnl eftlu n•IJv of G.N. ' eMnM,y 1 f? ,:- ]t„ In •? nt let, •1 R hr{ ILL[hne LNn atnat lmml, en • fLt •pvt ? laNl north of tnrlln of LM , 1B te`t w•; eft fmG f•t• e { ?y M n Uu re•t ° • 15•I fi rlr Ina, :,nl. ]0 (e•L nrntM1 ef rte L • n a Into tM lh ]/l nvrthmat of - t, a ev a •Id tenor at rn Nhet, LM n,E1waL Iwln o< n/r? f n `arf • _k r OESCRIITION Or BCNC,f MARK a tamp Neu{ ) lnen.a •bu,'• .4-2 •. 5 J . !r IWtm. s„, n•wn:b r..., r, Sm-1 DCSCRIPr1ON Or BENCH MARK 0 ) I nll• .-A t, eavtiamr vO lr lJ NrAl m Gmrr }m Juan w•h ?; } aN M k Ul ., ^a 0 JJ'/ 1910 M Imrim Y60 `"fk k 0 I A 14••Un• wth of envlAOUr• I E v? f • 14nA11 0 U 1- 11. C•tvl• lent 1 fr+w lM ar• Lnmw S.n el^v 0 JlT 1'150 V.. Mf • P'e Im of LM Swn 1'elnl rwJ, ]A lent net e l A -t 2.6 nfl•• •wth Nnm lhn GtU. P-A r 4 hew Lhr aavlhpa• ?t' 11 Irl t U'O' f r4r feat north nt lr J e( mnbrllmr Y 1 I4Mar, •l a Uv trrn .wt b rmlA, •L tla i•J rnetim "f a rood ln•A1 0 1 T.? fNnl rv„rt•rt rot M •ehm•, {wh l• orb M w !mr•r ).1 fn+t ewth. ryry'' • l?? • port, am r• n 1• tm at •110.1n<n r9mn 'wen o pw b Mrvu nt•r^ir65 Imt rwhU er Mr mntwrlln of C•l4r lolnl rmAr 43 1 .r E D e7•<t1p l f 1 •t wen rrllw of L n emd IrnAlm narlhrrlr m lM yrmvey e( d ? .' yy ul n"Nwma, is as .ant ar ue nrd rmn, :e rnL .mlM.a ea. mek a,t<rep ' f PGSLRIITION OF BCNCII MARK ) `•,L an tM•nt of • u,lt• •llwrn Pmt, wl sot In tT of •n N•Irch mnan4 Plpr n f?b ?1 1 rrnr rn rv1 pral•e II,Y M1 Imlu•. i i TAY 1 •r r. ;, Mnl r'^„ g } n e I L 4 r. .rr t.n J inw •n ,wn DCSCRIPTION Or DENCII MARK M P r, '" M1I^4 1 T A PN •t of ,+nlroemwr 1 r..,` < Nw t n, r 14 rr. r ,ntwlm f r Sm Jrun ? r r?l 4 li3'i?lf a ?,M f ^nbt • Intt ?.n w eD"i a rn ?A, (? t ),x n11? •rniwtnn°f aa"Rww ?J 1 •/ / pa, 9 n . Imo RY.fi r Jl f.,i 1 ?,t .r fAe <«i::n,... u. rv r r.,. i ..n,°?i?e: ,It..,L jtina° I. r J x/ 11 . .1 r. n r°mt cord hw t•. lAw, t? r' t ANFJ yykk ..n• f t??' ::NM -U. L?-l 1 r nmrr a ;ffIV . r re, Nli rh:i •n°.tnor • nn<w,; 1r.',i bn M. ?. 1 iJ. I. ,,.y f rn NN..4-fool InLlnnr. hh pL!:CIIIITIOIJ Or IlfNflf MARK ''.. IVN,V a } I IN I.l nil ra •r _ - r M Yawn KrY OInY „Unr! •. (,•y 19 r ? ail ' ?•T wUrr n 1 1 f r. ,? k . '1 h fa• > r ?? f J?11 j rot Ir: ? A r F "r r 55Y •t4w.1 ..d .;:.,. 1 1 e. ! .? r. ? f 1 1 c r- { cJJ B J I :( rl '?z St} 7,.i1'?rn n, ?'A rri'r.:. i 4 a r KLl I r { ' .r Y} ? 1 f Y? ?? ?LU? 1 r r 10 J"N l? '7111111 1 'mnrnn?nwvorunnu •wnrn,eeav-..s[=rmn 'aY•vrn ,. E 3 s+ • "a DESCRIPTION DI DENCII M/.RIC DESCRIPTION OF BENCH MARK 1 "'?,j??5?r '0 N 3JT I. , I„ „liana Cv.. rr s.n Jmn . Jy IWIroP den Jan Y Y INrh=r ? Sp _ -i'i rr n1 ?I dYn4rr1'baneM1+W?4 p y a e«ll, or mall mvs a II 3JJ 1950 1, rnlnl w Aerx ntlvanewu.o+t o[ r •v Xw» N. V "? ? I C M.I Fr rVICAIJ n J urn .j.C, E n.],? ewrthaurr r -ye • I J=ur'M en AFwt ).9mW.e emll?lwV. LM Cnltle feint rmJ hen lrn omelM1we A E A.4 .lien nerG slam lAn Gttln I Dint fwd Ira lie ewrHhwl ?, " /. ? hld,y MH»er rtma : n t m o e IarCe soak wlrroP m lM mot e1Jn or / I aMn?l`M1ence^u4uJ J?war".irry )xehnt lnnrG of tie) buGeJrlvs le Liu A . er a ? u. Iwe, .bmt 150 ha mrln eren nlfnfe rm.l Imam: .nl G u» ln1 Dnm run, 1 "n.e, ii i.,?i.nnt ar en. ulerllm or the few, MG..n LM ran w ,?r:.a n N«l mnL or ue mMnrlfn, er un rwa, z 1:z rmL .=M or . r,mn, 1 3/x reef w rlvht-nr.nr hors, n Mtl one 1 m ? ..MG .umee Pml, era ..t In Gr er .n x-Inm mlrmle NI» nnau du re nL ar . cluuG Imaa.r. ' Lj?? amen • PraJretlry• b loci m. ? 'i e 1 m DESCRIPTION OF BCNCH MARK DESCRIPTION OF BENCH MARK 4F •% r N• S,O.Y, li irn. uhf ?Gn C . r Oen ]uu 1 P 1 Y I4rbn I. Xu Jwn C.uNr !u JrYn vml nn Idyl llnrb« Cv,.rr ..,.v I +µv rdi.k wMwent ar ewrtirwe = ,. P `.. CF,r..rnr l+v r'n'n C.O WnlewG of re ulna. an Mew V Cn eN+G er urk'el Sr..y.e N27239/1 0'?+y L [e.Ll•,N "• m In F M { 6 D eh nlap (M cetUe P-t ford . B d th. ,'? 1•"=• Mri r.d J Ala .0 War emintelof 4CeW,• rein, rmJ h r = w e r 1 G J.^nll« nmt enl norm nlen^ a ee y sa r vt Se th. + 1t h1dsY IXrFer, ,M t x:u !e t nw . " v 1 elrme, .] net moE of EFn rcnMr w 1 ]e 1 t tin lm fan?mft. of lhs eanGrtlnn t tM .wt side urfii:..nu.eaL nr . r.- -t, m e not nrnt rrt Sn Lh. wrtn 1 l%: i nt n,t nr .rma nlen'nml?i'1 i Taus ewth ?reerlfmnnr rwa o.r r«d, . ?f' r / Pen:. eM ant In lM laP sin a x-um rmar.r4l .nml .un rmrnt L n tM awns.. E "• DESCRIFTION OF BENCH MARK n Gn=h 1 4 1l h1nCEw lw d h>L 14 4) Wee awih o! awrrthmu DESCRIPTION OF BENCH MARK < Ch 11 9 A - E JFd =e n lEM l.J We. .mtM1 m«0 N1 enlLL1 FeNt rwa r.w lF1 malhwe ,M1 • d f1JT Fi.r ,.•r rv Cv,e.hWMmlen C.wlr don Jwn Y h I. ore lY fwd 1w11p neL aM • rrlr,te ford Lar 9n llw t MNY Mrbm, •t tM J met eI wNerllw Y MtLLe Prtnt ?wdr 9 feet mrth er flu "^ ••. 9.1 W,e .mlh.caE o[ owLhwa. J 1rM1p w.t, !wl Ar N 0 •4rd Mnen ark tllek P .DS 19W rile er lne prenlr rotl, spat w esw almilw u L e r m tLp of a V 1,.14 cork. , 4: sal. U Ar L'd• , n .mtn 1my; lM CetLL1 PoNL rod Iran w remtbwe ' et i41M1yIWMr Mnncs •GUt ).µWU fort W rarN nop fns 11.1 &) nd r r DESCRIPTION OF BENCH MARK 0 We not LLery; .set rtes fwd, • L e w [ • 3wY; nlll, IZ) •' t.' feK :eet.of Uwe vtlw n rrlnts rma lwdip earth w k.mkn Uy, IA fuel n J to _ 51 ,• 4,nlMtrn G,mr Ou ]ww sw th ar ! t film a hICM t aide ro lnl .1 r 9 -k net omen of • fmr., 11 loft north D 1,f8 _ . rrley M ce . I.+l1e mr.rk L . Y m nr, -1d am wa In , er311 g-? 7 { cl. e? . \L 5 'rGaJ to wrtCE1.k :mmin"or CwlhstWmr e J 117 19.0 h t ll r Yf!. p «? t E F.n 1, ca.C.in s.n? • Yf! ne.nMm Abwl l.6 Wn sate lepuw c1w fal'at^wy tn' Uwe DESCRIPTION OF BENCH MARKr ! VWn'c .nM1fay IWborr about 110 nrt .mite e4 `L . -lwrtlon o e ,ln nsY iwd 1nNM v, ZJ fore v`nMMlrn = u Srw ((ppr na e t . mn:.run. e r=me rma, eb fort na , ar . P . zJ rot i 1 • ? p ? w.r x r.a ... w . nor., :1/x r.nL mru er ..nlG dim.. fort, .w nL ?,"trrwr"n L. 9.jeui.• :win;na w re,renwr 1 ' Peru 9-l ran camnle rln lLL1N date went 1m rrel•ellp J ln=Fm. I..C Cnln. r,nr=v Yw+ e' _ k DESCRIPTION OF BENCH MARK 'N AEwrt A.b Wea owG lap lM C•tLLe Ydne fwd frw w ewGmn ?L ? 5 n. Vu lw [a mh 0 t 1 r, lh mm . t J.1 Wu not .M mK^ dap the IN1a by rma, I r !r h l 0 Nle .+oi •]rvv tM mvt efde rwJ, ore .pvE O.x ,Ule emN fC 0 .+hley Nernar Cw=rr d+n lu,n a ]w 1 r maa leealq; n Fvnkn Yy ,nl Nr W.en nmr 13x rani .mtM1 of • !9 ' .n 5.1 W...mtMUL ar emrlMm.. r. e , u reel not er ue unur9fm or ln. rwa, w In u. out fort rr • tan. rlr C aS a EM :in!. i'StubN bran"sr4 e4k 51,.Mer a 21T 19'A lne. e} 1 ' ' FNµr Y.l,c.Y 0.]. L 6 (?,l 1 b M+• 41x1 A•6 W1. emin ,lory LM GIU. Ivln4 rwa hw w eauHnwl "' e ?)` hfey Mrly. won alai 0.9 We ..el aiw. tM Idea p.r ra+dr et lne .win C_ J? i' RECOVERY NOTE, BENCH MARK r • 3/( 111 Jri In Ne rwar ovoid} lM - In tM f er lM Int. ll Mt ki Yn n?•T IML iv' S 1 mltenea p GM Inlrnnllw rr 1ne e11wM wntnlfn. d tM rma, Ix fnt n.t 11 d Mrk it lnxb s?r a ;unlrylen Cev.1r 9u Ju,n tr ryi ? ? ar • beeltl«r x MI mnnn.l T • eMG dMne rs m .1l In w lap or u N Mr 14rirw n Y 1n Jwn '. xNfp J ?{ Y pgyr. e.l+•en e"nenG Dlpe fill,d rtG emenG ,m f1uM1 elite !M Lrowd. d n ham =. yr n !0.) nlles rmtMwt of ewv Iwo Yb?rn- 5 r E44'V. MmnM'e11M + lr,m: •I •1319}6 1,,111 1 ?DESCRIPTION OF BENCH MARK f nJrt.C,i I' Mr rnrm^ Lh I4r1»r fhur ruNk [,err ann ]we ILMJ rswn lMUt ;.brwB.Nnr s Ln clop lM C,tW feint fwd ten u+ IA r?wr";f e1 .,, a rHmn.rbw, t " e n n)s un n .m mru urm lM r1.e n., ,r m -e b.i 11 nl:wlh.ul M vw Uawe nre . l.n ,It .t 1mr •nt .ice roar tn•m116wt l.r Y11s .wt [ rrl •?. ?raW WN M en w•rk eLk ,. F+I L UT 1950 'rl°v • rPIr,M r—wdr It lnwtnM1 r m thn mrtA feint e! a I,rCe r«b MnnlnM 1 V [ d hr 11...1.6 O.t, ..me,ellM .wure+JGrl. In I lyr IwM1ms frn Ur r„im er • Plur !9 fnt er llw dFm l.6 din lmin alep w 4lw fnlnt fwd ten w emnlhwe of cwt [ Fl. of •n d"nlnrwf elnnr yE feet N -0 of • err ov • rot wll ll or l t evil ! .: fnt MJ1 •l G± eNl ! n rr r )J emG .n ht. )? h1Y114toMrr Ie 1-11,7 1111 I'll am• ur ILL., MM111. rl •fK . •rn u» rItM11, .t an ru»• to nHi• A1.r,t m . L •Lwy tech ]M¢? eMrl L font etml h1Ah e•tee, enl nt In . a:ul n1• in IM ` - 1 ,k tvw, bnl n Y+ rteulm H lM e.nlnrlln d t n.l.n.l nnlm of 1 ? I ??.. rm0 IM M `e.l nrl of lM ertemlw of w mMymt f«lf m, le ? L mnn N w + rock. m . 1n mnrrl.L n . ?nt T ?1•a mru > . M.n a«n1r. l 1%i n.t mru ..NG dt. :. TY l?dy,?' 1 ` ? Ar1M t fe l w of u i-Im alnae.t• Pln ff11N din ewee.t. am ne- •P, •Ms Tle„IIECOVERYi TOTE, flENCH MARK 1` (, o b aMrt 4r 394 fr,. vnMrm1elnn CwnrY Ou ]eon y,?r 1 rrl or^QU.u lw Ou Lnn1 t;df ?I;.7 DESCRIPTION OF B[NCII MARK n l0,)"Wn Im t of Dy rlMr.e B 1 'A M' + ,.0?, 1T s,r. V ulmew fe.•h !nn Jwn •. a 4M ,If ek empn 419U (! %I 1•r.n hr?f•• V.n.C.L 0.0. J( r5 1 )). IM?1'+rw," ! „ '4rM •. I r+.• E,V"W:• emlMnel er ewUw+ Y? nx, +Il nn,:m Abxl {.d 11n . t 1me tMLCel411 Polnl fwd [rw In1 ewvlhwue f IK ^ ++'"• MMI Mr1»r. menu 1.nrl 1J silo n uA neon 1ep l ny .214 +` G } tN.ml •F. V 3 .a. Um». •IwA l.n .111 enl Jop w n.t .IA• r•„ . Mme HauL t 3 W ,] 11n .wrln fell rmf fen w emrliw dw. • Prlnl. , .a en • P,/1?1 lM mtYr pefnt rr • I.h1 r«4 M.dGM 1T, I ?iJ ', i J+ t d Wn ervln almveL1111. U. (ar .tl?hHy Mrln, Nome eArvl v,r 111. " nerG ,lam w 1111 Vy rw.1, a pee nllp .rvwNGri` InG lM 4p?6! foal m,ln mrlhn.l er u+ mmtM,.l ?RY,rY, ?k??{{ii 1 p 1 0.6.111 mrur of lM «lnwl G ll•n?.wGrte.fwle •Fml )J1 fn n ,In of ,1?1 eI en •+n era . w, b r.u mrlF er • rmlr llw RJ. din • rL.Jt inn. ?M ? )wtlm er 1 na+ IwatK 1. 4 1l w ew • Iwrfy rn w . 01 of (ernr, 30 nea .wlnnll o! w mrtMUt .Fin er .n eMMard .ndr m Fe MnFUt - k 1 fwd, i7 fnl .na et w ..n4rllw a U» wd, I{ rnl n.l M e 1»•yll U+ L•O refnt et • Mn rveY 3MCr .M nt In • ar n In w rat. '.J ? 1 rd eM In w 1 rnl e1 • P•1n<F fir frn, ,? 5''. l DE•JCRII•TIDN OF RENf.It MAI'IK y G nn llanl [COVERY NOTE, flF.NCII MARK J?? I V "I M Y:n s,. ...nwlw u...r lu Jw1 n 1 n l l.n a»e mMr R.Iw r...., 1,• Jwn "i:i 1 Le. fn.v lnlr<wm 1', t. .. ?.or .... T.' ellr .wlnwrt K lwlhwe 10.1 din .m rt •f emt1tMr1 ?.??* } : ! wig • 3GM.re mrnn nrY lu ,r.•.r••r Y 111 19» +' o C,i a a, •^r'". x 19:6 I ww... r+• dl..rt a. w m,n dm: lM <'LlG Felt nMnrrw w murebrl I'N.J M ; d p l?v. } ° 1n , r, wl, • ere,r I.ai {.l Wn rmtF 11em M ML411 fr'Fl rwa n ll» .null nre L BLI.J•Y•.ln, l wLlr. w» dmr ! •' L7 y yeti • ? p+?r N I1•! .• lr lull Ifn n 1l•rrl M; 4 In n, .• 1 ),i . Iret• •! •r 1mr Ilm Idra I+' ;M J J .. ?', i$ G Ytiirr Ml; w • 0 ,lMr+ e m t I,A dG . .I lr?r to Ival I.J nl mr ? 1 q M M elmr rrU•r• rm.l, en etM m Mlelnt n • !r„• n•IJIFn.at.nl ?.L G 111/! 1-1 -.1 H+e~ ?+?,r1Nw+:i I. lm sf n A Ian :.,nr.M 1? "1nMw:.l'rt rn 1 1 n n off + • r .• Jn ern '! (7.,1 PIM flllw .,G wwcr ,. .M L++1. Im {"? ? ?^??Z??il`?r?:;'! na„1m1A361L.1 :.r?M1'nn CMS - .C r ' ?`+ mrnn, Mm? r a1 ? rmY I+.H • h f Im. Flt n rrr 11.1 Inn r 1 1 ????,. ._ t o-'?p, b t}r. ? At' 'vF. In t r , I Tut. m1959 rpt; DCStroyed• A p b ,k. > t i r 1 ? c+ J ?1 i -4t. YI iti 11 sa 11 ?' 1 I ?t / 1 1 f Nip e. Y - ,.? ` .?...`-?-.=r -..??ffiei.':rtufAi°eEki*`?'?.?:r..,^'wc•??.ur?'S"°» -y+..f'kh ,iA .:;?1. k6?r ?,_.' r '¢F IypAI t> a -n _ y 41 f ,.:..n '"• RECOVERY N_.. ENCII MARK, J.n .ru,n " Y 'DESCRIPTION OF BENCH MARK wa M+ .Ai3 nn .r rr Jon ] 3L p C IIwrdl9 J 0 V Y/ IL,r1wr - n nIr n,rlla 1 ] Invl r I ) ? th }f,. LI J4Mnrf rllvM ? ,),u. Sr rUrrue EnCf Jwh n,v4,fak SUrpey V2YI 1950 C Nlr+ c,J,C,4 O.J, ^f em r a 1'uw Alwtll.% N llvu scudlor rw h,Nt None Y INrny Mrber rwJ hm RevM -r? V P ,wJr.ntl I4 u4 3 1 crunnf LM awnWn rmlr U e su rt <.T We. ,C p J uwn A e {.6 .DU ewtl Nm the Gtuu Yalu pn m LIw ewu4 r, 11 a LttclaLL IbJ rmJ m,, xaet a1Je ,e Y-In nr- l h10nY 14rMrr Ur a nMVt ).i Wen not rn nr I orr Uo Y'n. pny naar n o[ , w11nnJInE o • l]su 9w'rY. 16 te - nt amt of It. ne cs Lerllne o! L u,..r, U.nn nlwl l.a Wnn:x t Nm• t e rror a In -h M t 1. .lfm h and lrea.« io u` , m, x 1R rt.l rm l Iwatr .t t. +. t orrn r? - l, u u v?Nmly ore. t rtnmim IL?>r m n rmli recy 1,Y jW a -0 r uo rutm w o oln oat Rldrr, or.:nr .?Ineni In ^ dNU IN.efn l oI w d dn4 wl ,tern, •MUt ]0 Iwt •w h a! n N)qlest lmer U- `M I IIMot feuNnllen. l p-t e! tM I—, nnl eet U . drlll naly In Un rm 4 DESCRIPTION OF BENCH MARK DESCRIPTION OF BENCH MARK n 3? saMN;tm Gw Ir 9,n Jwn ' SR P . T 0 l'. x5 In G. r Om Jrwn M I Cc . ?. S n h ,day lWber 1•'• Jee^rlrpPw Ib` r n R.4n?N1•. nwUn ^ IW? JY" ( C I ,..1 r..n 9.5 NI en,wUmet of LM1yleaurthaw, [ C?6 CMncM1 nrk Nsk 51. ,'^y V 3Y/'1950 - •:SM. L f L V,+,O A•C.9. ' ^v Oc n Abut 3.% ?1 ,wthout ,Iwr lhu IM ilfrber rvW f M v ,Ypyp d<u• M en Abw?J.6 nor` ew1F LLeM t e IMU. 1-t rmd hm tM vourUwe, Ia Cwurtnence • 1 ee eat Nory+ U^ raunuln rood, thonn W.t ) 0 W , ( t Id.y WWI, L nu • 1.6 N1.. nut wN norm Nerc lM rM.. Xnr rme, w t b ewU Nam Ue L1lcMD RaY rme uJ tM oat alJe rme, 6 Mmt n+J? Lire e, ,Foul 1.{ Nna ,ut NaY Yw rent e1Je rmd, enrol 0.)' W e tool or h; e[vtlrM eenlerlfm a! the rmdr Il [nt a Unet a[ , ermll eNnr lrwr 11 Peat .vet 'f- _y Il etlCnNr th?llleMll BnY rtaa (N? o errllhtl onek fmJf1 14rM1^t o, M Ue een4r• Ue brulder,FMM eI a I.- Caul r, I eet 1n a drill Mls en Uo »at o1tl, ar t lLLSylww llroa.'.M m nclUUS anwthe rw f the In , en w ? T,Y? DESCRIPTION OF BENCH MARK -lr n 1 r1A17 iry 14rCm c:,r^ Xui G r en J wn Onl,nrr.MJ n 9.6 Wu Cn.br ?F.A Lra 4 UA?CS4 Olanen nvk tl1+k wU.eet e! USrmh 0 1)7 1950 0. A r dn<.•rt •e lpwt {,6 nB+. swU ,lacy; U, GLLL. Yolnl rmJ f e1e ewrUews et h1A I4rMrr lhmn !bout ),5 Wev oat .I m. Maa, Ure T+l.e pnY rme, » • ,1 Wn over LLe t n Jumtlm of U, WMFW ReY (Joe rW.d p+eYRmen; 7, JO IrettnorU of Yw r^otertlm or <M toot eId. rm?(13 trot w+L a[ ate emlerllmh of nlxhln htine^mrJPmtr nMert 1— of N' e•i^m ewnrar.atpine?uiea .itn`?emnt. m yra«rine { naMn, .dYF. DESCRIPTION OF BENCH MARK ' U+ktn nRM1Id.Y MnMr rmrctan Cr. rr bon Junn n 30.9 aline .wtM.at et ew-t CMrv.<Ue+.lm ?? 31ua4N •L+neF ur4 d 5 vek r-.mp••y+0. x)> 19)0 Ep.l1 b ,leer `I• V.9 C L 0.5. •.l hld• Ibwt A,6 Ml+a U Me „tne?tLLe Paint rmd fr? Ye eovthow. Umn iLOUI t`3 ]'WUa+nt flerrC)tM ant tide ro,d, !taut 1].3 Ntr ,wee ^fdPwM Y•LMN eCwt ]00 bM uat ar Mint .h,n rmJ t- N"t MYY t . nert .nor. ar lnetliw.i sf 4M i nNrtfrvnefll Mlmat eld.frmdr i6 rut In el oWh,:.ilei in; 19l .M Ku.? lM prfnM rwe, 6 M1m .wlF at . e rote M1me pmt, Pmt note o(• eMM prMullrrMnC d'1 W t U. lw er u R•Inel nemcnM D1M Illlae Nln eorwnM aM DESCRIPTION OF BENCH MARK T?B,Y, ]I fr.r. Vum Ism G.err 9•n Jwn M X,rbar Crn,•Ir 9 1x.0 Wr ,role et m,.L Er Vr:w]D•p•ruprr+D n. Sumnn. Nam E='nr'I ,9.C,L O.d. ,1.Llae p:r bA a?r,<rur„n haul 1,T wllu rwuurt ,lmd 4+ M1ldnY R+rter rme hn R?wM ei,r m..M,t 3,9.. I- the mwla wInt , oct,Cwt nMpoi >,4 Mira wt W . U .M tM • I'. A. r-ods al 0.3 W, t of Nm¢ nt (M 131UIe?u LL .. OeJ r .hue real turn, h NmN U. oat ton of vh. onto, flrrlrtu;mW»rL, h1AL ae LMlln, erfN„ rm•. w M narU Mee e! w.lw lggwJ DESCRIPTION OF BENCH MARK b•?a 9« 91. X•+nf1Mn cr nn Jwn nX M.M. dn. 11.)rMle+ nwtM1 <C.. ?..•J..n r•. wk dlnY fr,mnn. 9 331 1950 Irr.LR,a.A Lr Y.].O.L 4,9wk ..kd ArucM•+ itw4 1.> 4lu .wtMn.l •lw tM rrldyr IbrMr rmtl fn. Recto NrNxr an • ,4wt ],9 War .m,U mwf lh n •MVt 6,6 wlln. t •M awaF Mma lM IUUMll Xu rme +nl tM w+L e14. ?utdn]f trot root er l.rllm er N+ rmdr emmr lM ro.J frm • IenUilrr Mlnt.l Ru.Y•, R] (nrl , of . paver ll» pet,, to Ml ».l er a M1nn, , I ut In , emit MI. In • rmt mtereq, DESCRIPTION OF BENCH MARK ?.p.e,?n i,.r ^rtm Gw rr 9.n J,wr tllrF Mlnl K LOW r ,win pr•r•n . ..awn en`r4 v.t.c. ca. .ul 1.] Mn. ,a,lMr+l alwNr, W M1'J+] I4 ?t1.rMr, llmm. ri ],9 mfr r %.1 •ur U Jm? U, t'1Lnm11 binrr?J +M ll.+ L+wl? retMmlMAI f ?l root O! nllr of V tut m r llm fNe, I{ < U of f fl rrlfw, m lrVl.(, l.sn l+nJ.lrr I.INnA ' pIJ: TY ]9•, .nl In + Nwn MlnlM w 4+ tout Hr. ,r t 4 DE%RIPTION OF PERCH MARK, r `( Mmliw W M ton Jwn I t ? G J T ]YI 1.1'0 i-Min rm r,A• • y1 Mml•+r 1rLln+.m.an•lurl n•..mwrLn,ax,1U. ?. wt M.M1 nl1n. wet .M w, 4 r ILMMII iw n.l rmr llw rrea nrlH rr.vl, ;Y7f fm.l nutto»N 1 ' .f W lwralw .r U+ mA en aly I rL of eL Iln tlrht, Yn r.M I r l I nA \ ?-'? ,i 1nrLLrn+1+ 1 • Ilerti e1 fur. » l.. L In I rrhtN.r+ . , . nn n Renct DESCRIPTION OF BENCH MARK G. „rm rp,t, )s srne ve.M?Mn Ganr, 9m] vn :.r nn^ rrw.^ Ibrbor cn, m a» wn .nm.Ma r rml 54. I .u. i i¢ .T r.-^ e,x n"ue. ewm one [mb'.I rW Lr+r V A.E.f G.J. IW d eu:M.n Mul 1.> Wae ,wtMUt N the -7 R+rbu111W. rme tLm 6M nor, Uvn -tout 3.9 Nl,s .wU elorq one nwuWn rmd, out 3 )..b Mlw wU MmE t • t'itcMD B M Un • .na me xb !nt enrU et . n tlrm , ' )?ItelltivwrwrUrrmt of • runs t F :mJ, 16 fort ewMvut or n.? Ifrttrr . DESCRIPTION OF BENCH MARK p•. ,.•rm v mT sur. uattm GYnrr am .nw w IWM nIm v .u ..wren En+M:Mdrm0.ml^V?Mn,Ed.<OMn<Fnnrk d4k 9.mp na tl?))19)0 Cwt 1,> Wm awlFn mere tea htdnY MrMr rmd frm R3.' On?4rtar,M? eh tj 2.9 Stl'. f p M Mw' Ue rrwMaln rwA, tnmw ,neut ).1 Wr • e11 N ay rmd r,l Met rwdm, t the ny h .n- tnn a +n Junn I'ar4r ]1 et na.t Y I=-,, of he dr IP M1at nnrlh- rwt a,cnNran+Fliienxltnnmefa.t? Wdistilnftep of`en Rf1neRxeomrnta uk• talto, 1 • U ouw +.M pr01.-, 3 InMU, PIM WM. DESCRIPTION OF BENCH MARK Nalm•r en R 2P al.a II.nlrctm Ceoe1, U. ]wn tern, r. n RaN W., Cwmr Sm Doren end A'r.,ren l.emnmm? o.n 6.6 WU .wh [n,b .r drbr, L U CMG 6 Obncn wt dirk farm', E 217 19M OnwrMrr <thmce ,COUP 2.9 -t awUAM°^a MeN; lM hld.y -d, d, tFm .I. Ilwnp lh M. lM CIIeFW M tM xamtaln ;.0 ?a Nl ?r f et W .,.t Md. rme, at tM rC nE mat M roe lM efle^a reed lull t U Wd XMU raid.-, 26 fut .rt ar the mnnrllm dr 14 n,t rwtn e[ W prfr,l. rmdr 1 rut --M ar ..M'nKalUo ) nsMM .at fn rep of .n 0-ieh veronl. p1P. rlLL,d NU amrnN .M DESCRIPTION OF BENCH MARK T?n,l'. I,0 s Juldrclm [enrr a» Jwn mM IWM, • nJ mm., 6.3 .u ..— n L i? eT am v hero O,CtO O.re?bW, II eV 44w11.9 I.. ew(renel LLsY lM rr1Aq 14rMyrmd rrm Rmin IWtvs mr +MUt 3 9 I—Mll rwvn al alert/ tM _t road, n» rI- 1.> a •n, • In rry: l?. IUte Pry rmA •M 'W M wml .L.4 rmdr ]] fr•L ,aet•of erllnr at Me ,rots > not x+•t e(• ll. eulnrt, xa fret nmin et • 1,• pew Mle, ,M n the ma ,rot W e fail .Ww toe. DESCRIPTION OF BENCH MARK T mM IYrMn C+ n•1,LiGtm Cvu r a•n Jwn p Xnr MM 9.-k fneuM .I A V c4N rn mM d1.4 6Nmrmf i 3YI 190 LEA ern f0.a. lMV•.1.1 ].> mire .mnhw»t Nay; lM Pr1Aar N,rMr h» Rmne I"rll•r4or'r ? • L 9 mle+ an L M1r nnMle rwA, "T T ne. nCwl l.) W.. I:?i Ira iK ii r. i M of In A;»u.Ih. or inay»..rotlau.`rne:e, M tnl rwU N eM aendrllm of • rmn 1+•Alrc wrt In Ilmlrh Omnl, 3 rM fill Nn.iMf.mrr.G heat ?noJ^a evn]IlneMtn tM LrF of .n R•nU emend pIM DESCRIPTION OF BENCH MARK i i)> EuiMr fan Jwn 11 X,^M I4 r i nl Juroi ^ {,I. nlln+ .won +rAt , rrk ANt Ir., nn i])>l9N .H I .. 1 R.nrlAj.> nllnn ,nrtM„t .lem Ur M1le•) 14rlaf ,mA hn 1— Mii.tlnruap. en . vr4 9 nun. +ann aay; ln. .wnlnln _11 .l ln. Iwe4mn er Ue c n?l 0+1 M 'n•II `' mot, L> tort •nel f inn nn nrlln ^r lln m+nl.ln mn. l' !rot .a 4 m r Iln er u 1111<MII I eY rrwlr trot mrU of . nt Ile (nnnriftn•ii nrv onto tl+ Ir?p of » R•Imn amenee pIM f111M .Iln erner.l. aM inn rr s m.0 r1+u1 6,1 Mlne » M- inn Umnlm V.11, -41. lM umMln rmJ frm l1m <a ,tiro.,. nt Yr1Aey 14fMr. a lm 77771 3? T _ '`xt ?'s""' -n+•+.•r,rx 'w.?raa'a, Net fi,,,..,, ?`_ +. d. O?W DESCRIPTION OF J i Ncl I AIAIJItr Mn Jm DESCRIPTION OF BENCH MARK FJ ?y f' A 2)a Q,. ?.. 0 ; M WLv J J 1'?n IWMr •,• OnnhJw•nm Cvurlr Om Jwn ? ? 'jf { I f 4' `NY`t I u A Oil 19A vln •+r ^n l' 3vwcvJwrtlmmt of evwt,Mw? U N Gnch cork Ylnk d Ue 1910 L / 7 _J1 Nn t 4'n' 1 nlrra` w nlOq romGf ^ribr rn Inc t vlfcll ,C? 4.3 nlln° rtheeat .lav; Ln• RmM+linrbr d hm µe awr4 ' *yl 1 f LS rlllrs N "f f U, I It,gbr l Ib ?•. ? n °J ` r eo tn. rmfc+ ADO ?'4 euon ar ? laanwJ; °in?" ?eleaa b i:::4° n:eE ^? trot ..tor m. ?. J ?'J U' e a1tlLNVrt B+ eauruG • Vet I I L Inern ,( nnvr1?19A cm- n v IIt11o Irt'LCr ronlr N h t t af3lM evn4rllm f rr[M kenP rlin? ntq+ elan mhlM1 l lde v L:Y L.Ya llmd, L°t 'S ?? ''P ? J I if r+f J PavlnUMrxmnc ue, va' rels e' th` ewln,rottelds Y RvaM ihrbw rndr ? or r .mm aerwn pmt .N •e b Lm er m A•fmh mmnG J DESCRIPTION OF BENCH MARK wiht crab vN ProJecttp 1 Incl. Plp tllied?lth evn• 1 A N: f Pmre• t4 Sr" • Pmhf W tm t un Juan br !eta C Jdr1r,., 1,^^+n.,,.u r.v ), z Wym"ovate yr r^LJ II DESCRIPTION OF BENCH MARK Y [ b. ru+ uittiC rol rt °[ Iv,rl nr "I'-3P ?? D '0 Ilnrlnr G? me s n June n Uvu 9.n Tun -??yp a..+ ? our `roe l n .wu +Le°ilon?`m IR ne I ^ n.+.^ ra.n J.T ellaa nvrµmet N evwµaae rlr '?1a,99\\KK e rot iaw rw 1w,abV ,p,t, A r.^e .edt or rive <.nin?un. n(` ii.? eau,a?n .m,l`;' + MA c n a M feet na lh of Ov rvn4r`Ir< of Y'eht IYVen raW, ]teat nurtl. of e v m !ry A E J.9?nrfel lE mrthroet wian?M'mM Ileebvrremd trm µe aawh h c of M IuWJVrr m !n vv v n +l,ek r1rN IWnIN m the beutJar. • h Rbn rbrr v v a w r Ohe a? e ?m.at ie,pa iu n Mkeo 17 rse .nnm:nni nreeh nolne .n.r. re,a r•..nr t r ' p le m n..wlheroe Mae ei ire :ae °s i;arrae°orL:: DESCRIPTION OF BENCH MARK • L,ln Ile <rn+, I m ? blue m µv nmthamt rmt of m 3A-Eneh Dr tree. B xJe ,.m r,.n c??:r ?eJwr`rm w,^r son Jmn n .n en pr<M"n.rbemr z.{ wo. • DESCRIPTION OF BENCH MARK Jnwv?+' ( O MsN rock dla4 Ste rv+r II U019A p•" t"•t°^ i.B.V, iA Sln 0 Abw 1 Nlee •wµ r1ve,?M R1J•Y IrMi rmd rrm Anhe INrbvrr p'• hrUw r n 3C6uetlne mrtlarat vI egnbauea m ]w J q¢?? i1 M1 0 µ ?.1 ll In mm n eed, e r '?w` evuth of n t trr MC ,I v? v ilom .."J'Wa f at t` awi • 0 froL vwµn,t Of the s mm °SO? 3 ,yJ fence comer, tlfY+t _21 of evvl+ilevnf reeve rei , vM setrmttm tlesvt er • LJGbp?UVV mreLLmJ; RmM IYrbor rm4 h to eaat• _ C cmcrely PIN I— the ,f th cmcnty ern Rush ,Iµ lM ewhce, P of m P•lnch pn hlde9lerbar• ll0 feel nmt yr µ, drlren) tv lM 0, Ovh?Shc r na!- h ?2) feet vwllmsl °( lh• m:R_ m ar µa rvW r JO Mt .wtl,eert el • tais• P P r n tM nwµ laver lrro. ?. DESCRIPTION OF BENCH MARK rout nl, y C DESCRIPTION OF BENCH MARK y µ role amrbr av"rr Om Jm a ram Jmn Hr.,.re"? a. p 33A Su ^ Rn9hlr?ttm Cevnlr P? `^? m11ve v Ft lder"Herb=m 9m Juen J [ J b mr4 dfr4 ` ava - 0 RJA 3950 0 A. ^r antaemr [ J Sr"a "° C 1nM,N MneM1 mrk3dl k rth rt er 11 2JA 1950 Y, - h " 1 wt?met nleri0 µ• R1deY NerM rrm PncM per, U O,p. IWter I.hw 9 w ere h• Rm M Nnrbr rmJ frm the ewrtM1wne beat J.J we. mrBnest LLvrq N, PoaM1r 11 G rrw tlr cowl- NJ and 1 Y 1Nrbm)• .l rotor Mnr,`f rluv 1 urMr rovl G rm left 1 I , ree t) rnJ tM1• nwnGµ n M a Fr1Asy IlA"t et en etd eebml nv, mM se • r (• bwdlrwr 09 font y 1 MJ` a[ lA• •ntnma(ll Wed (ewµ)r sl a ,art rtd• r lea Jmctfm, .L lh ` velr • v0ueeteolm of tM r r 3Il cart mr! r µa ,e ? ??? ( ?r _ r IN rllm at ° tM d,n Jmn InG µtlmN Cm. far Beyer N feet n`t 0I tM .rlu?n rm4 wteropr(ee ?•vl•ln trot e r flu tNtUJlnO.nmaM ? f?" 3 1 font -h of a vrtn nv4 coal v t emn n r °r 1 e drtt hate,µ µsTrat.et itP . d .) 1h `G .M ,N tE Ml.mae lartr and ant In tai+ of ,n d•IneA amcn plm N.1M ?n S J ReJectln[ I. z fnrJwe. DESCRIPTION OF BENCH MARK P DESCRIPTION OF BENCH MARK 0"• ^ J U8 fln. Nm Jry•Lm Gvvr Om Juan i " ^ p mhfu tm Caan r 9en Jun p nA Rlnm i Wlror, mrk]!1 `Oen fi h, R'EP rb + TM Cnrar +'nn J n ch,. GM,N Mn<Aa nertbrot yr ewrlM1Vmr {' d . , nJ rerv T,9 Mi,s noeµ,•at of eavtnams 3• a•m 1 V 0 O.J. a 5 e.r nv i 1JA 1990 L kE k 0 yM.N benvn mrt d1,4 Sl,a.r" r• 1950 t 3.R wee n<rtl+rmt rivM. µ• Rmne IbrMr trod Iran CM1• vanL• O.A v,[I, r 0 I prlw.r. t Frlde) Ilm beaLmr .t µe JweLfm r a Q. ld 9rp+ke pml jmtlmlryl • rare 'NJ n AGut T.9 are neetM1nat LL µe pmM IYrMr nwd trade LI htr <5 faeµnwtlM1 Of µo evnlerllm of Old 9 'p urkm mdr 2 (rot nut "'t nt e[ tM vmlrr J"i' J r.fmr M.b°rr .wtnnaf or .M . pN<nG r r°.,;t iir. er . mr •.an b <,rt-err rmdr J9 rn.L mnl+...t nr r rmer une nN• a Ln. Y •TM eul .u • , JA feat avatM1rmt ar ..W. d-, IF, V- '.1, dY trot rert !nt'rrre'?nl°ln ll. t°evEM1eJ tr•L north of • • W el(nr 2 trot mrµ er . ,Nt. f tl roe (rlt•rmL *21 e•u+• Jrl.•E IM rant wt at of n lsrr• (R 1 µ Ley yr m A-1nnl+ -.. I, r_. ,lth acme!. W 1 r 31/z (eat •wµer• e[ • M rltnear rn •t In tar Y m P-loco em• ° ,.1 G Plp filled rlµ vmereG eM NmM1 .lµ ,A••surM1en, rr ? y t "J.' 1? i DE9CRIPTION OF BENCH MARK R 131 DESCRIPTION OF BENCH MARK ^ mM m,L [ J t M I GJ IkrMr w •nMmtm [^+an Jnn Jrnn ^ Ir1M^ I4rbor 4 d w m wn 15 - 1 ?SII "rrWnnnnrlnva°t yr <r,arrl•ro,e r• M1 1 Inut are M tl??r.,^.A^/u? d tn, ..r i?' U S' "r SzJ81950 un, 6Utl 19'A A 49 .Lwlmrl U• Imh• Ihrbvt rmA hm IM1r tool. L, I.eu 6 2 wn n L M iMe w ?hwe. •t IrrIM K• Let It frr M RmM Ibrler trot hm µu eanrl• a nn J 4m ar • reM lm l...l n... to IN, It, Ary+, oath b LM 3A ivek nelbnmr 1 f et .wlM1 GrImm?GrllnnvuMLA•G ?ns' r t of llxr rnnGrllm of Llrn PmM IWMr rmA, ld re•t m•t of lh, •rllrm of 1M ll A tenflp G k. I I.. J9 r•al mrl M._ lM ,eat Pmt W t re e.lnwr`:nre.•arir+f tltl•`d e1mM1 mamrvl • rlanu.e`: th µ• swhm, a `M ar InlWnr yr :n 0-0rmuM1 nma.,rlnn j+ in O..11h aeu__..nen :man 1l.rurf r.e` f P DESCRIPTION OF BENCN MARK DESCRIPTION Or BENCH MARK 'M , I IJU I4rler vm '"„wrw, f n r ]•e Jun N....I lr .a Iryl?x WrMr a mMi n Cnu Ir 6m .rmn rElro`mr Awl M e (?, . C 4M.M•1•neli rrk dGk r+ r ^ r P 3)d 19vJ tn,?°n Itt ,)M•rpu•n eM? Lw•Ip rrer 1 rl er ° Srllau• Nw FM'1 5.0 ell•v rrnrAronl •laP• t II"frm llu a AGUt 0.f• cite nvrtMrrL nnA• lAn PnM Ilerber trod Rmk.e An.). A J.J I?rlur 1°• hr 1 ro tt f)!•( vt rrl`nf w IAaua rL hlnn Iprlmr u J r.Y:: fl_. 1 1 tM Ilm v , IA ( f l fp n, yMn rn of UNanrnllY of iul 1. le' pee • Junrtlm M tM1r m: Ir•d.M le tA• N _ I 1 3 f.a 1•J+wtlmr rt µ• a l °rl.ts Mlror.lwG,. Innlar tM1r roll 1• M lM k k! 'A4. •rr IN rfllu uµ1.nror• •nl r1+uM1 aftk tM•anM?n` l t of rn J In.+lr mn. er ll vmrr ra (mtlnr arellu emmarrrrnee nu• w • nm(nrmrr In flu tq+ f nblP '? ra+tr•eM 25 fro! nartMet nr p.t, ? zJTr 1150.° O,d rwl`awtMUt N IM t•ne O[SCRIPTION UI' III NCII MAfdK I C I r. Ve 1 Y J r •n Jrun 7,:IlLn'r::=r1 Lti.!_'L•`l: t.^?luR 1'J.r_ ? °L."_ell2::^Il.l; y - 1' L r9 1 IN ..e N 7 1? ?1? I } ,A,' l 19r 1 ^! ••,^? rm? L. ,u• DESCRIPTION OF RINCH MARK pp J, 1 I? "• r... , 1'n r l a Y.p 1N. ') k. V ? -1 f `~i r N4th ?., ar • i.l II rl f v,arn till/Jrlml ern r^.n den Jnn 1 'r ..P r n. .•, .. „r „rr L.1,1`-I rx rlr rr I n?nr ea,rlnnn•, r Nm. 5 . i,+ l .Ir'rnA (err nl ll.) (rn ! 1 N I ^ M 1 `.tl > r- rrrr.+.,l 'rl; ` [ p „'F'. r'e^rIN rr• r I t rl P^.Ln N,r nllm (+r.lr ^• , Rnf r)•rw `.f wilt flM AA'' i, ??, t JJtJt t 1 e t 6 -4 ? 14 ? I A MEN -h .;?'.,..... 6,RrrJr •iati??r > Ci.Y' 14-w ? wc v l J ??. I 5 t r p /kf l r 1 1 Y? f J J ?. I ? f =1r1 l .. J f }`? ? II - - 1 t J 1 1 1 , yl sVt? l Irr{l?? I - A I ' r I. I -J r ?, 1 & J 1? ?, - i et I _. tit Aq"?rlwrn,+l+w - isior I'll J,r by y/. fi DESCmrnnN or BEN H Ma It ?? ?' J, Y IMrlwr L :IIIb4nfeN ••? it t eV ev Sr ?r I e -•nn Jrvrn '$ < ewrk?Jlak ? R . l U.s.c.0 a?~ 0 1. JJ0 19'/J V! Win. p AhvL 1.1 .not en 11 Dun w v.u" z rmJ r I V h tu'e11J 11- a of in Ill' t v n Dnnro I It a rvt NO %•?Ite •Jrwlr nL n o?l`mfer n`t nt0 of YonncN / f .) re tcnerety em p v y m ee n e I r w•IneM1 eo n 11 F N LLl J .(M v eFLL. eralntlrA; A lnclw r,l 1 ta .? DESCRIPTION OF BENCH MARK, Y 3JP n ?C 0 ; , PN N IYrtae Cv F"aet a[nnaw n Jwn 2.u erallve W.I,N aM eh mek l SI+'r e Y iJtl 19b ••LLlev x m VeLLnY+rmJ !rm eh pret- Vi k? Iwu, Afwi 2.3 wr, a tia pnetion er oia"mein rem lea Bn? ewupeai om a p'*' + r I renu Inalea nartn, me narlb ar tFn rminNmn ar tFn Dxertan vmmy w az int .nrt or th. nmeeNme of 1M rrlnte rya, 1 1/J mee ewth.xt ar . r n [ nwtnn.nt ere •mta •unnan rwn , nt ,n tnP e< wn D-max '. ?}F. . Pllw issl.n •,m naaan<e .nf p.aJaeun; i ,nnwa. DESCRIPTION OF BENCH MARK x xJe sr.o- nne ten u,..v s.n ]a.n ? ? 9 wider xnrtwr e..•r, D.rriumn ?,Wp.? D ecl.a .vm x,ra•I a.n ),S e13ee •veL or evs(hm5 e tq,Jf }?j? {"y'Sm r rt SWaIaN parch 4Lrk plek nrnv 11 JJ0 39]D r t U.S.p.O D.1, - { a ..J d. .i qen lLaut J.5 n(lee res LLmy tN xnsrtvn VoLLq rwW [enn thn eeurt• V . Lehoue nt ltldny YJrrtei, • wt 350 Lest ewth ewehenat or the Jw.ctlm of Nn P •C rlet•teR.wdnedlnulwr CnNM rook ?bcut (..t 1. a nmtorr-1 11- J?CM1, „greet • drill nm. In Na rnk. rt - DESCRIPTION OF BENCH MARK t -}: - i•SNT IWtn n Jvm+n n Cnnrr S.. ]uen ? - . Drr wr. lawn ) Broil a n.t or varrtnreu - a? lin l.0h.vn•`•r 5,me nu x C d( ;A?Dt0 p.3. ' 0 J.A v11ee not elny, tM Dnertw Yelley mJ hen the cwr(• hwe et Pr30eT M.rbr, 19 [nt rorBr c[ the cen<erllne er Me rmJr 65 [nt nent er - ?p ,- N t .rd ? i eeoaen PueN nil, Y3 rot nut of tM not eM cr Me CunN nLL, 1 r t c AtuN n , the •anlen puN n31 e+{gmt. ?.C DESCRIPTION OF BENCH MARK Y D.. ror ro, I 210 0relr •uNMtev Cvunrr d ?' BeI nnu.n Ir1NT xu'Fer C.mry 9en Jrw -N J r Chpul.r el moor e t Mneh neY else. net r vavlh 5 mgnA sen Jn [ruFlnFy M V.a,G1 D.v. a ]]A I950 .P ,?.t 0.u •I d«ulri en Ahwt 0.4 LLie. •xt elmlfl ne Bnertm V.llee rent Lr th carrt- A i h . . . t I-, lWborr .t tM Jwcl,m or the Zak r»e eaNrn wMnth. wanWn ) 1}ref r trmJr N50 '( rxt am`le Inf 11 1. J l 13u of {MFlwekth. o,^J feetnrorUrF xnfe"prnrt n Ve1le7 eel. W et le trq eL .n A-frol• enwntn P1W (111+1 •lBr eaneroM kkW preJntlft A LrYMe, r Wt to (. 'P OESCRIPTION OF BENCH MARK M r»n1 ^n TIM 'ISrbor fl Inl ; vhlWlm rsr rr ]en Jmn .? d-J ?' LNrM1?I ?'m. ?r ac MeN MnvhnnrY?EL"LIuN•at of eauNwa^nav Y xN 19J0 S. 0..u0wIF'•r, Y.a ,l 0.3. ' • qv. Abvt S,) w,ln. ne(.Imy1 the Dmrtcn V?S1•T rnJ ent Ue mrnlwln •?? ! rrnW ? lM cwrlNUnn et hlrMy IMrMrr In nn nlwnlnwd rn•rl Cllr %L veer nxN• , cVhv,.. the rooted,- er tu•lr 0V net ewlMut of tlw rorl unvt mpe or tM - - DnrLL Pill ]t fxt rwrtFx.1 et or the ewuxet wiry N Ue pltr 1/J [nn nartp.mt J f S'? eNte ellmee putt nM In top of en fl.1Mr epwr.le P,M rLLlm •ILA em- '? hm' / ?. - eron .m peJnurc { n.M.. T ` DESCRIPTION OF BENCH MARK • ? 0•r•e,+rn t.0.ll, '10 fns rr ]nn J.nn h ymmYYmr I r.. r».r er nmw s .• r . dl1 t `.M ewn+..r? 1, . e 6,1 etle.Yx Y? Nw «I•. I N ... V r Mm. ?. 0.11 .I Mu. r t 5 1 Nl» enl elmP tM lerertm Y.Ilr nwd eM Urn nnrnl.t eeN ren 1M ewlMUee et lrldn> 0 IMrbf, elm l .J ntle , uN of Bea Mtnt eMnn j ) F? iotr.aan oi. ie?n.:r.•?", Inv lJ r.a »a w tM nmror ur. nr Bw mar w ;. 4ee n lM eldw of lM n3L. wl .r try cef f•r M1 Mt rortLnet of a en11 nnaram d 'J ' In °G PwN nLL. I ?e DESCRIPTION OF BENCH MARK r 1 IrtJ?.T MrW fv^n r. ,r ? ??? .Y A-t r ?f1' 1Y f + r « 1 'A Y•e 31uMN 4xrk JI it f caeA }Nnl'150 L d Pr7 Y+I. 1M ? tr.e ew Mai .tlhl Tt l,rMn, . 0 3 ] I' M Inch IY. Y Rt'YI ?4?9t 1 1 .t JvntAm of 1M Y,t • t nq M Ire I et n<"4•n ,. ( f 4, Iw. yq,, J a er`?A * .rlin, of n, nntl ? r?l 1? y 7 w .n In ter. ..axn ,r nur.,n:rtn :,. ra. xl vN•run >'ir,.n , •,: f5 { „*Y.r;:? . , y BF.SCRt ?rIONeOP10`NCl1 MAItKr ren hnn ?? 'I t ? rr 7 L'"S a p` wwr.«I?..T Nn?w tr e.»?,nf n,Y J? t S I ; f J *, "S re I. , Ja r .Mff n:i rwN ?'nlr..i .= i r ?+?4f J 4 F r ? J? I I r..Y 1: i , c.n{:A ? _ JI J y n4{r(?5. v r t 'ti^r P a tir r ? x J 7ti F 11 .. t ? y - ? qd 1 y? 1 1 ? h I - t r I ? :J> 4 J' ? P r ? u 5 1 dT ?. .,5 i 1t I I?'rFi•Gx 1 v t rl? ` ? t 1 ?,_, , Burlington to Anacortes, Washington The original field work was do ne in the winter of 1922 by a party . supervised by R . B. Derickson. The line was releveled in the fal l of 1952 by a party supervised by J. R. Plaggmier. The adjusted elevations in thi s list are derived from the 19 52 releveling and are based on the Sea -level Datum of 1929 through the Pacific Northwest Supple mentary Adjustment of 1947 and a suppleme ntary adjustment of 1960. E For tidal bench marks included in this list, elevations with re- spect to local tidal dat um planes are available on request to the Di- rector, U. S. Coast and Geodetic Survey, Washington 25, D. C. Bench Mark Ad uated Elevation Bench Mark Ad usted Elevation Meters Feet Meters (Feet) D 13 RESET 35.418 RW 2-TW 3 (USE) 25.123 82 424 X 6=PTS 16 (USGS) * 11.006 36.109 POT-TXY '(USE) RI-TL4 3 USE) 36.612 42,424 . 120.118 139 186 1922 elev. 10.982 36.030 . ,-! .;{ 1915 elev. 10.955 35.942 HIGH POINT 140 6 E 13 10.277 33.717 . EFS 1 ** 33.2 ** S 327 RI (USE) 34.861 28.777 114.373 413 94 A 329 9.279 30.443 R 2 (USE) 28.369 . 93.074 EFS 2 B 329 7.680 26.5 25.197 RWY 1-2 (USE) 28.413 93.218 EFS 3 21.1 END OF THE SPUR LINE F 13 1952 elev. 6.435 21.112 E 329 0.848 2.782 1922 elev. 6.427 21.086 H 13 1922 elev. 0.892 2,927 C 329 EFS 4 2.926 9.600 3 (USGS) 1.056 3.465 15.5 0 13 1952 elev. 4.124 13.530 SPUR LINE TO LA CONNER 1922 elev. 4.106 13.471 EFS 5 8 6 H 329 0.838 2.749 7 D 329 3.190 . 10.466 EFS 6 EFS 7 4.1 SPUR LINE TO U. S. NAVAL AIR STATION 4 (USGS) J 329 1.340 1.881 4.396 6.171 `:;' D? T N FIELD, . EFS 8 7.7 U 327 14.832 K 329 48.661 ** Tidal 4 1.036 1.666 3.399 6 } T 327 26.609 87.300 Tidal 3 6.024 19.76 rr` * 1952 elevation * * See attached shee t for reports ,,,, -3- l0 WASH. MISCELLANEOUS REPORTS AND RESET DATA A 329•-- (1956 USGS report) Destroyed by road construction. S 327•-- (1955 USGS report) Not recovered. Control tower no longer standing - hay is grown where tower once stood. Tidal 2•-- (1957 report) Tidal 2 at LaConner is to be destroyed. a Y Tidal 4.--(1953 report) Tidal 4 at Anacortes was destroyed. J 13 RESET.-- 7.6 miles southeast along the Great Northern Rail- way from Amaor±,eB, Skagit County, at the steel drawbridge over Swinomish Slough, at the east end, in the top of Pier 1, 12 feet southeast of the center of the pier, and about 7.5 feet lower than the track. A standard disk, stamped "J 13 RESET 1953•" NOTE.-- This bench mark was established and its elevation de- termined by engineers of the Great Northern Railway in August 1953. Elevation: 8.117 feet i'. J 343 RESET.-- 5.1 miles southeast along State Highway 1 from the post office at ApAcLgrtez, Skagit County, 125 feet east of the intersection of Baxter Road leading north, and Smilk Beach Road leading south, 47 feet south of the centerline of the highway, 3 feet northeast of the northeast corner of a store, and 2 feet east of a white wooden witness post. A standard disk, stamped "J 343 RESET 1955" and set in the top of a concrete post. NOTE.-- This bench mark was established and its elevation determined by an engineer for Carey & Kramer of Seattle in the < summer of 1955• Elevation: 5.388 feet P 329 RESET.-- 3.3 miles southeast along State Highway 1 from the post office at Anacortes, Skagit County, about midway along a straight stretch of road between two sharp curves, 10 feet northeast of power pole No. BA-14-3, 22 feet east of the centerline of the highway and 3 feet north of a white painted witness post. The standard disk is set in the top of a conventional concrete post which is molded on the top with a two foot section of flue-liner tile, 8 inches square, and projects above the ground about 6 inches. Bench mark P-329 was left intact temporarily for the convenience of State Highway Department, however, the mark will surely be destroyed by the new highway cunstruction now pending. NOTE.-- This bench mark was established and its elevation determined by a party from this Bureau in July 1956. Elevation: 25.110 feet l ? 1 ke x ' v 10 WASH. MISCELLANEOUS REPORTS AND RESET DATA Q 329.-- (1956 report) New highway construction endangers this mark at present and it will positively be destroyed when construction begins in the fall of 1956. Because of the inavailability of a suit- able site for a supplemental mark along this precipitous shoreline and the close spacing of other bench marks along this highway, no supplemental mark was set in the area. Alternate choice would have placed a supplemental mark very near R-329. The mark is now being used by the State Highway Department and will be reported upon when n, the mark is actually destroyed. R 329 RESET.-- 2.0 miles southeast along State Highway 1 from the post office at Anacortes, Skagit County, 0.45 miles east of Commercial Ave., on z?Ie south side of the present State Highway, about 20 feet south of the centerline, two feet west of a power pole near the east edge of the property of the easternmost of three houses which are situated on a 10 to 15 ft. high bank. A standard disk was set in the top of a conventional type concrete w sl post which is molded on the top with a two foot section of 8-inch square flue-liner tile. The mark and the top of the flue-liner project above ground about 6 inches and are about at the level of the highway paving. No witness post was set since the area adjacent is used for parking at the base of the high bank. NOTE.-- This bench mark was established and its elevation determined by a party from this Bureau in July 1956. Elevation: 142.318 feet. Tidal 4 (1921) At Anacortes - destroyed in 1953•• 9'G '?+ CrNi&'fAN i1C 'FI"jpt6 4dJr w"'N"V* Iui?t?ilL 1 i r 1?.; [d ,?'? l a v 1 1 1 u ? t ' Q Mk, 4. . 39A6V r W,nYi, +7 r ? eat+ i / yp'q?i ?? ^? n f 'k gr4fb t ?i 7 1 I pp h l } + f- ' d ? F h t(h il l , ?? f' ? 1 ' I I l ? t 1 1 ? 1 . ? I - ?{ I J 1 1 y if 1 .. I ' % y t 4. Ir / I r' 1 1 ? (u 1 1 L? ? ? 1 ? 1 5 F , ' 1 ?I `? ? k 5 t, y?gj8 rk 'f T f 3 1 ?y 4 wall . ? _..h . 4n x . . AA tit. ? .? ... } y a 10 w•h. A.y 13, In.f VXTTF,? etATEf C0AlT AHD S nrvEy rlr[C-vevr l.r?l(ng Thn 1„n. fvller•I i...x•) nlcht NMlTn• tha n 6]t?.rn Th• a A3 `I e M ?uC ` l n n?r rrn VV ) e Vr 10 e ?Y.. nt • •tl I. l.yE.nE.r m0"SeleE °IYC q : Arvp: ` ' i , m e rvL.d p y I.X?abr. Th O or ueelytloN a@P.IOECE son.. pnvfpu.lT pu0llNnv. RECOVERY NOTE, BENCH MARK D ran lErnvn.,r,•r w.n At ur t o r r n t Ve e • •pd.t a Su !" E R On. •e ann A tharovTh ?e? c .•• n• • o" t , nurX ..• rut nvur.n0. 11 • B S .reHE! o'- Ae IoeT)r-"a7 T1„ACw111 Cc"n v Hlv ".I. A,..LL :'. I, - IN.`1: Into Mmm f i? oli eslei a N0 ::i :: ;iA a?{i r ?? :?.,oi`ORneu'i uni .d s tn. 4 . r C r n l RECOVERY NOTE, BENCH MARK R 6 I t 16 (v.f.0 ). Cii.:M- NVI n[wn! Gr rr u.[ t CAU.Vru??m.A .tom , At Nrtlnttan Srn r MIO Y nA Owl,[ie•t Nnp )e 14wT)ITH1909 11 N ON nn ;thIib: It N., ` ` e • ]} .1 iw tnre?fu rof'iA).41. a pn J?t u nand, .M NrvuA en tM rep el. )}.in nflnn pln rtu.n rlu u. [rvuu. •r RECOVERY NOTE, BENCH MARK 0•rr .rm y S L R w t M.bnipten r.,,nV IA.bt Dsnwre ..u e.w w'?•n.r?e•r r",n At e - ..t •M Gm•tla puny Sr. r IL[v )) TJJ rt , [,'491f?n novel ht`itt.iml? ? N`. nl MMt f r•A :rIh. ' rn•r .f u• WLieI w•M O t f e `?e Nr e t vr• u. .IV DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT 6P , t 0•w+d N.nww c.M•r lln• .f u ?:? x ?+/ M ne iv :u• wutn...? r.ll. DESCRIPTION OF BENCH M RK A W?Nt?n rw u.tlMen .,..r A,bt a a. ,• +. . O.O .II.n t xu ..n:' M n n .l. fun. a.,.. r.. A ?T 1VR r `.r I ,. ^ tgn w:.«u' x n. .a?P •t r rvn •?fW .v.wrlnS a H >Nt i. .'r Un w . LLN1 •, : '.vN u • Nl`[w . , ` rw ` rt n , o NM3.`D w t ' r . r . : nr lln e ! u r ,? ,. I •.M d ` . t r Pi. . f y l .l tw ` ` t IN. .n w p.i )1-ir x? inn riP pnJ?uiv i.i rwt •ar• I+tPPVUd; DESCnIPT- OF SUPPLEMENTARY ELEVATION POINT SP H?•S1• M C..mr f.•bt wxMw Won •f tw IM•nn •f At•t. XlrnrU 1 C •n[ N_ W, . O.CnIPT10N OT BENCH MARK r.u"ni.? t? ` 4.? •r 0•M• . wrr• tr.. - 1 ?1 11? a al. nM R•N m.A:.w i..,?llr tw rwt .m.• •t wu.b.n r? 0 ] vl„ ... ruPwMI9I .1 .,t.. .w 0 u wu W 1 ? 1• ^~' T , A. 5 . . n tl W r.u ? n 3 'Ar: in..i.: u. tw .n . )jaw•A tr.w MP ?y:wLni o:i r..i .w:.`th:' ?rn'wLL. DEICRIPTIOH OF SUPPLEMENTARY ELEVATION POINT SP ••... wr"X•aw i.. _ iw uwlytn lw.r [Hr[lt WAN A?-.S •wtyf u ^ ??ftlr .f nb. Iep./ l'0 •w • rnH r•aA ••• RECOVERY NOTE. BENCH MARK R 1J s.. n••h ttan c r 1 'A bY ).0 .a roan S?mq.r ICJ i59J] •at .m Ouvtle sw 41 rt A M n uen? ...w..m.. .v emn n tJnn.n ° `"'n ?` . zaw ..n.t . ivN4EV.u T :itrwr,nE' tcn..y ?, u ` L or:ti ?:tn ..je.WNMwx- nem:{i ??t '` n: i ?i : `• n w t t n . v?wt`•evr• tM yrd. ••t u rep of • uranN pa•.......ntlry 0t1 i DESCRIPTION OF BENCH MARK !A:- Cw r !A•bt eli NUn n i LLl• •wU .. t , . . . Sr..a 1 c ?91vf, Y." . . a n err^•• •t Nrll te N A N .Ar ` bl. na u` " 0 r t i. rd _. .S e t i .) . ? •J.4 LL u •w ..•u .u lM ..I . tvv er • urcT. P• vnJ:vllr?e`0?4 i'wt •m ? tAV amrm?Nr•p, vt N tn• OEKR PTION OF SUPPLEMENTARY ELEVATION POINT SP • .1 ..k. w. x1 n• ., rp.n c.M.r uw .r Eut• A y ti o •1 :11 t J'•°vn.n.M fO r@ . ' ' ..,..... ' •' RECOVERY NOTE. BENCH MARK R ? It J? sr„ w noun c r S+.b1 •t •nv .t1. %Vn.l s.mr ", 013 IJ.1T T " ? ` n• Jw eNien e; ft?:? x igi S a.11 W wu - ` Y ^ N l F S??uYr'f3.ow(i .: tv?' eut•i' t"nt rr'. L3.0 rn _ eT P•t v?oJ?•ASN 0.1 rwt .w.• tn• [row` fir"' ?n° ••` In tn. t p t • mMrvt. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT 6P ^)?} Or .."a.nr rr.n T• Juutirn, • r .• yr S •M a V E •m eMt• Mbny 1. DESCRIPTION OF BENCH MARK tu nlNt.n <.. r OA pt 0 ii c - .. N Sr,mi..?, 0 IJ9 1%! 0) MI^`•wu .lLL L? 99, iuu•Na. a AwA rp .NltOt"°?t?' M- M1, nM?ru' ` 0.5 t. Iu[A±I41iA'? u n•• m •r • e l ?, t i•["n{P V)j'M1 t r•.t .r w •w t•r lln?? t'1?.N • •Sei`l fmt? Xl/in?tn•n lit ? ?yJr llrv v.3 •r.l Al IIAII- l VL DESCRIPTION OF BENCH MARK Ivnvn°! Hd. ..nww Grwr nWt 1 On3 r. w f 0 ? l11] 3l:ti:'r`r.{u.:'? :irl`Iw'wn: ,nw x tA• v.•. Xn.l ur mow urM,lnVrib•Ml wtUln nn n • to •r Nn•tl•n .r rwtr HlP.v Iy .M ..nM nH l..bu o t: i". t lw.[ ... nr IAr 1).0 h . .r 1`,Ii1iw of b i :r u..Pw. u eM '.'NI r A r •w...A. owM. /+ i i? u: in :r ::.`+r r.. r::l:.w`.3 o?f i.t DESCRIPTION OF BENCH MARK t ?; niMn c wr n,bf rI?•?' ?•.ar nr.rr• M• 1..f.w9 R•- , t ?11111 "?~^ -+f.):11??'i`wr't'ntrH •i oval T•rn•v 1w 0. N3wNI nr AMtln +>?/ I.Nlarl wtRY1N n•I[ Yrw T•rnr. H (N IwiLL.entl.n Ntl[IN• w, !'w! NNMWSA ;f AW??w W Ar?rn.r`?f ti°in`•1 wtn`w 1r 1M •r•t n !/nlwttN 0.1 fM Wr• tN '??."rcr, • " I. IM trr •r ,..n• .111 IS L t ?'f I a, ?3 .•71M 4Pr.0'd69A?k'fW J, P JI@ ) ."W'° el' Gd hl''' LV +.r i'YYv. t r '., ?? t H 1 I } L. of fi r r 1 r { I) l YGT : I { .r l r ? 1I y S} t, 1 J' " nJ ) 1' Wti? i i S r v 1 , ( (( I}' { I F f Y 'c?h T `r 1 r,}` (t 1 i Iti` ? , I,. I r: r 11 1 {G 1? ?xl ?t a rarr M lA]LM 1 ? ?i 2 DESCRIPTION OF BENCH MARK >m)Iwm) r /ssrnfWUn C. r ssyft _ •+?t?WwJ YIx mrtt«•l u u tt ) ? wn !:):Mer nmux.t el Iowa ]•mm, .t W 0, /.f/. LL)M+]uum D• (intm.T ia/ra) «t3TfrN rf•M twnt r•nxn, .t tM wutm.•t .n u: w °•nw m eltw roeW..?wutn' ••N•? N°. ]. JD.NI•n ronn.•.t •l tn• .wooer w.r erx°°.°(: ixA tn+wa • afmnee .:.? tmmnrr ..ur'?at iie iia.n•'°• tn. rvnw DESCRIPTION OF BENCH MARK aEI I (va.ta.) ern. n?a„]tm G„rr mat • )a:u.. roan«a n•• 9rmn. RIJ pw(??n® +?')>Y? ]Wb.•t •! v°unt n 0 n•W ? °wr% neue:lUnrln.?ttw e.°l. yew ne•fN In u••p°.M•e«b Ifm sr ertFew:U.eMT n :?,?. ? ?.a•?°??;.` w ? ;rv:.:pp:?;?•,e,?a;;rb"w ? ?tlm.: m .r • u fnM. tU.n udw ewM•e uwr• Wen a ]•° tprw/? ? 64rrom°" •.•t fnn .fN •fu u9. DESCRIPTION OF BENCH MARK E?tt) Iva.t.0.) sr r. Nne?Men wit ri.tlt .nw.e1,...•n.?,?Tir'.n?....w.r.., l.)°YLLlxm nU lr.mo-.e TI) was 4vE)N1mm ? -, is :u.r m+an«rt .r v,mt ..mm, .t m. u. ]. N:°n'a m:mn oG.ra ??a]u ,?,J wu+w a ? tn:: i:rniw °e4 _ mtn! be /i?] le G ?? ...men .. N. n.. )u.. u. rv 1 xxr ..e. f.. Ma u:wter°: aafmrxe ]. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT R• UpTPoMi )..r x. ntNw Cw nWt ??a mot w O.f]Nn«e13ur ]r( umnDwfaee`rUY rt) wayM[ s.nn «n AI-tt) (va ? pj. • t rv Y . a, .ewt un n•t yran.e DESCRIPTION OF BENCH MARK ]? uMlryam Cw r ] yu owl `tu t.i?rai)]? ITtnfnniivwM ]?° ?? ...1 w M1«tm . ettN. +l•? JS• :.lu w.x u?'pwrC« l u roeur«•t «mr •r w rww.lt , 0?63w« DESCRIPTION OF BENCH MARK .) ap.].a?p.) s...• .uM.n G."r ]tau •«••w wln«r. «?.°.wL+ is w.. «.u«et .r wwt ..rxn, a tn. p.• ]. mu a. srtlm ?r?w my) ?wl mtLln] Ipwnt Ix n w •rwl?l „?,•na•?l«? .r rr '"• n ii v°..j tulle rvngtl ? •]~)1.`n Hw }tnx?t of DESCRIPTION OF BENCH MARK r (9a.a.p) nal`atm Gwn aylt ?R ?' Or°%MO rM?mrp ] ••!,).tl•. ro Mme. / ti,N n ID°Imfae?W WyMlu itRat °wwa?rM,.?M°?txny et« u:f ?/m;« .Ilro f rwy ro. l (v.Gw .1.M^.8 Mf tYmp i Yu+ «« DISCRIPTION OF 6ONCH MARK yAl-Ra./a.l )w• yytr c.•xr s.tlt xx.rr e«. iiux m.ux•t ru"'w:::i.•.mr' ?r.'.. +n.f 1v! ER ). /Fr ) f it.?•°.I?.i la i:) ?rw?n .r rrA 9.r.mr n u. D. e. ]...1 w ]wtl.. •nf) e+W 1n/ n4a N.t I•rwwr p,! .lle r•rrY M Yt xntnl ur«, •?WW«LLra.u« Y w e.,e,1 W, .f .xa.wtwu...t r,rnn•/ M. 1 W n)a.A M a e••W. t eN .! tr?.•i.U V ?•P«ra .•••.t ufwlM •f ?r1i1lxni. wt I .TIN DESCRIPTION OF BENCH MARK 0.l LLl•, n ]r.me E P9 19)) V. 0 I:¢.w•+?n.upe•Np4i°.Mli.nre?xru. rr,. tM urnw t e"+)Wwn• Nxl ri. D.i mN .•l l)O?t• n? 1.. LL°Nl•? «ra LLery lt.uNxiU?.T 1. mu•?N] ).•Mt?? t N• Ma«Ir )r ? m ° 1«Ury+ UM «l? IIe.tM ]-L.°] t of «t fn u. teP er ..anent. pe. prof»?w o is i.`.?°:wx w •u?"' x0 "' ?'•" RECOVERY NOTE. BENCH MARK 113 arytm ] ]Y.tla c"I"41311-1k U. Dx..a..„. t'. ?::?+?: " "LL•xnwtto«.wa.......N Ott-eE-iFi hie ?ooD `„e?i anNtn a .t N tmm a 3.• • .nwc nge /n t la nN•°• «.ko[. 6nn/rTe Nl , .tu.peC T•p 1]nlux¢' ?nA ..t In Wtm °ef ° °enervt. p .t ?°eE DESCRIPTION OF BENCH MARK rya a.) ..nwMn G. a mat r °? , ?•' x•t S•+me:N J 1909 wN °D) LLi. sw ?Ma,v 99.•u 1°Ue..t..u unU«. ?o•?] i e. to `i.il.°Nil::'.'. a .ley n.M Nfa?+.i?i, .t r i°1 _ e'infr« i! .•.°° m.:t °Ir1F?.•T,f?n<.w in ue mp er. eexe«r «.t pn)wuN 01iwt •rox tMAtlexn. m eE DESCRIPTION OF BENCH MARK L. fu niMee G„rr ss.W ).a x ronn t.. N P919y ................... °« o:l W?'roru •I'0ery°i)1rUlp°.ttn« hm u• MC•iwr /nron er /.tum1 rA sr f«rn• .t I.Cww•?e a 0 ee LLt °U• •.`t?leN p„) (Yaae.),• a•Jxx• :il m ?nen:r?•i: )!.o i«i r:rtn u M °m ?1 i?°.? i:i.pmr» iew': l,lf°n:? , «t In tn. tp r...m.. p 'n:r: 1 owa. p:)•.u i°D°a roar .t..• DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT OP f.w f«.e!rM N• 6 Tiun t Dneira rrrerxn Cmt•r Itm .?f u p• ro° erv u t mpn?Wii ..nl« .l . «ml. DESCRtPTION OF SUPPLEMENTARY ELEVATION POINT Sp (n.r rxr.?iN.. ]I •nlMm Gwl] xw.«t, ""•+'^ i.`t«w.+ a«.r wx, ww .m .was Ip ,t1.Hma l? DESCRIPTION OP BENCH MARK x., un?a a,l • et?tl:ax wxr n.pt n ?".'li.. roHn ,air+wu ...xv.xr a Irnxr^/ tuNalWp di ° e:i :u°: 'wn°:im°. 7,.t xr..t rrm tr. I.re..., r.Nn ou«wl `ra f Crn. U I?wxvr uxe. as K • wU yle.?N nM n . . N) `M jw Iw +! r°•• ii rn? I.wfannf r.t u .I N ° tr mY. fe:w y t N, J .•et .l ue °«a.r floe .f e N r•« roru•en of t« ned renal u. roru«et Ur .l u. r I 1«t roru .I /••x 31ro «Ir F/ 4tlr I.a f•K wtMn .r • r.n r? 1.a?•? ?4 •?. «u.x Mn, .txA lx.l Nu u° nw, W .U In u• n r . w JxtIN D.3 fe« •wr w lr.xA. "11 a) i? r? IIf, I ?l ?' 1 _ C 1 '. M1 N % !N nii+ P7C ?1?• Yc A ' "U II daid0' J{. ?? t J$,41 'I j ? ? '1_4 r ` I ? ? ?2(?t iyt ?llA?}. , t '? 3 3 t J( • ; 1 1 'Il A) I I I n S, y? t v ? ?Y f? ?Jl ' ? 1 ? N ? 4 T l 11 4l L. yeJ , ?. 1 E ( e1 - i o u J US }? `CPa t 3 ] ' „ • DESCRIPTION OF BENCH MARK JJig rr ikiµt?n C.. r xrdt n ,0 •• wrtA Sr.+: v J 159 3915 a r? na 0:1 YlyC eu •1uK It Umnna fwv •?lfil tfCmsA• • , SJS (?•t wiM vla` leN? i? Nwe?lcn?or i) L•Nmrv?•WM PiR • J] brt iNN+1it•ar •nJ i . 1P••r .r i awl. ew: 1w. i ?•.i n .r i1n. nr`p `wiJO i •p Nn?r fn ai' ari: .a to te. teo •r r rw9M o pi•i•aini o it'r.N .b1. an LrrvM. ' OESCRIPTION OF SUPPLEMENTARY ELEVATION POINT BF G.nr frda eu« C•nt•r or u• 4M•rr•9ttw era + pie n•a 1M •n •uh•u x ••1 DESCRIPTION OF BENCH MARK Mn G r xMt ? oi . i tyr ? i??°i' , l• t : µ + .• n••rt n f }ry 1991 1!• ` n S 1 1.. 9. f 0.4 • •r.t •1 fta \n 0?` n11• ? n i: I-1. r bwiun tn1 n. N`?1•t • 1 i • fm . Ow • Xo 3 fie w i r• .. Nn. i °9t 1• i o in i i i . «w.. w erii••«aini 0.) `r.wfie .. ae uwN. •• r . tl F4m - DESCRIPTION OF OENCH MARK ,O,?rrY: e.l 4 uµen c • fk r + Sa u rr r' r a 39J1 N ` '•:`?n li• ] • ::it.r u..wtM..a «m . ,wa , t •,•a'•a i"i«a°s`.w?:. u• onnne?e i DESCRIPTION OF BENCH MARK HUn c•. rr fkrdt .1 J fr t mid' Ja I.cn yr, 1 1911 Ha 11.•.4 ° °: is i a t N of u• In r••t •n •r nrN •N t« I 9+C Mr? • i u ]iN frrNN m•fama•, « n t rv«n tt t i a ` o : 1 n w \n 1 M \ i ? n .n t n ,l u .n Nrx i..afr' r.a n« 9.. Jin u n • .r ii?n• ni . at ? ,y ,' i! t i I . •uvt 5 (r.l u• A i `N•f e tn. nul. •ra .k Nu 3. DESCRIPTION OF BENCH MARK + Tyri:•+e gin, sN tvNr e " r fMdt + Jt`LC•mrf ,,? n S 11)1 rd «mr Main. ru.fv. •I+v4 Intl .fu tMnie•wu Nn •r an• •wan. DESCRIPTION OF BENCH MARK Nrl = , rnlvun Cmrr -lit + i4`Cl nar r• ! 1911 r rtt. f.n.) w~r•'w •'r wu•'tM bn?i u• ubre.eil.+wi i?? • r 4.fY diNr ••w 'rw rr tN wtM.r r.f Br. M .t «.. .H.l .I r.., •bri•i'?t:?M. N EM1L.« DESCRIPTION OF BENCH MARK uNtnn x•µt w N.?•`i•+.? JI M+ 1.9 n0•r 1di?\ b+ r •w nw .w r•w N••w•f I1x S9M ,11'1..1 tw• X. f.•1•di.Nl rM brrtt• rrry nr I. IArrrnnn•V A ur frln i N1iN Nu•rr\Ndm vain. w w 0 1 Nli •N.aiu ; Jrr'•i wt •4•v 1t•i •pw)lr b! bw w.t '! u• •Yn'. CP.•I?Ir tN? lnM M\ rrt •r Iwr lYr'.f• u, M Hr 491 urut•rtMr l1 µS3 kr IM tiil? 4 •r+ t••i4y.•u ?? ltNile •i ri wi\ ?f W 1! . Itw:. ?inf w u1 M`^4•?•4 Ii:euM•wu•••iiwvwr ? MN • M1i1tW 0.1 lM wr w IwrN• 3. DESCRIPTION OF BENCH MARK c•.mr fudt M•`,aN; rrt r r w p 1 a9R •N•a uMfO:•y 3'ry erf.:nl 0 irniaen?o t 4?.nri.i:n.SN•iiwri 49! i?•`••ii I? 9a?46A r••t wru •r u• e•nur lfii Bf niai: N•ir`au w i > i.iipin. n r•UIrfNN.vr iN .. n «of . «n9nt F • orolkuv o.i rwt •u•• to o?wJ• DESCRIPTION OF BENCH MARK X«NMnn •.mr U-1 µt ut sr, r wNa1919 sa Mr:ii9-e`::,nrNe o '".J27., iNft•V, 49!`e`? U• «3• Na IiNW ?tfan rutfon OGJ`m n •r N fnll1 itnl 1Ina1 nld: •v,tn1 t fJ r 1 r N« NM•y, • 1L19p • eonent 0014 Rv.n •SU u• enn:r+1.1•+• DESCRIPTION OF BENCH MARK •trt . OvfA fiidtdnn crv rr -It •Gie•^?e`w ,IM1 Sr•m1+I Or.. 1919 n.•- m ifu ..a Aitiny 1 r,a aM wit .rne..ur. gyn.., 93 In R. tnp .r . wrnt• ona ;Ai .ii):rc°.i i ar b::° e: fN:?nn. nw.v, .ia M DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT EP ..9 ?.uivn.•nfNt« r ft.µt •r•1•1• of 3111• Wpn) rt u• ma War u• 1-1d,r mr f.f:mf.in"uwt DESCRIPTION OF BENCH MARK L li9 n e 0 •Nl« •euU •r` uY r akp9t391i NN•y r r 4 u• « ^n rten•4 aNWtp( I,. 4rr .0 wOfil • f tnr NP1y, 4.0 N•t rwtnrrf u•?'mHn .• N, a O,e (•N Nr•i•uie in. eir.y. DESCRIPTION OF BENCH MARK r•1 ] n?Mnn G. r fN.dl e. n .• wlN•rt ,. n 1919 ] ?ll?lwHnufsKNf ?nNNN.,ft?iwNU?n`•o 1 fra e('tni ernerla4r: m « 0 aTp« 0 0. f Wi mt sf • r. •f H4. ••. IwP.i11 riil• 1••t •r nrdw ni 14.0 R• , ' 1nt to tn. t•ra•f i eminl Nw? vrvN•)wtW o.j i•Na Mfr LI•Y t• •t•nHN •I1<nUf. DESCRIPTION OF BENCH MARK einl4 s•.r iidN°N`n crvnr IkMt 9n.u:. fora srl.wl ID U94o ir.:.: :i •r tr Loo + iui :a r+:.rv t i?irr xa. M a.y 1 rw a rww••s, In ,5 w. « u•.i iA. Im.IN Rw arr9A ::w ru V :. « , Ji1 . t .f ., i.itgr`.N.r.iltn.:«u•.rrrt:'ri ri.t .r . ww I.r-. uttw rt u• nt• ., . 9 Mt Imr urn IN tor. DESCRIPTION OF BENCH MARK i«In Cr..r •N 1111« C,.n,r IY•Ix + 1 9 t 31.11 lnr•\ 1119» n' InNr Yn r ? prN•IHlfrr•I H.+9r•I OAI 41M A 1 ++ 1193 ??. riin••rt ir°.? f Hrl• XfPrr 1 fw ur M rfn•. •l Irr. ew4 O,I • rrat I tM NPr u r iu{ 4"r • ? fnN•?llrrir .l r Nul purr r'f W tHn MrnruM ?• 3I ! MrRr?r r.t NN MrYA•rt •?ur •werr •f u• nu\•rr J.I !nl NN wu .f ur«irrrtMn r•`l`iu4 dN•N rti • Hrttlur •! tt• «uuN 1,) wtl hN lwrlun urtMY. GIII 11 SVT J 4?c ;.? DESCRIPTION OF BENCH MARKI 0)]9 nf`vlwn n+µv IGt +Ylu':euM•ut Sao w v o K9 19)J _ .+ :,i':w a°w wJn•.r i nw : a i l `rn ?I:::iM ry : o I u l ? f:N MP•e':nw M.oNN :T, ?nJ ?•rtiln tn• top f • oonr•a• p •t p oJ•iLLN?O.) DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Be Sa I•An Mown G.n Na[it a nw u iw er st•t n • tt ry wN• . • p o e • Aw q . DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT BP Gu Sln ••MNMn G.• v T 9v ILLq.V l? Wan P r M• w.t r•LL •r • •wr t ar•4 •[ M• w••\ DESCRIPTION OF BENCH MARK Y K9 anMVwn Cw V u•i)t Cl ill•• •wtnuat Y 9 19 11,11 en 7 I'll mJw wNUS J r,or Ptnr n, W'r.•i w NvwLL lwr. ! :a I•wi ti ::::: `( lo o•a •wr• Bw ar N. N M• p • vewnu ma pn1 ) K DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP Sv[it C nr o.1µ i? Wet o ? nwr lin e[ ]uu Iu[ ) •au r t a n•e 1..OMu •wuu•t a 4Cawr• DESCRIPTION OF BENCH MARK Ind n Cw r -H ? S n •v waan•••a ? v v ll9 19f] Gu wa Mx: •I•. 9.? lu wuM?• t Ile vU. wqw 1 I- of XLf•+V !w /•lia:nfr 7i (•n .«t • M w' ' r 11 ig M1 t nN Y •if •IM • r n?? BN`i::f 1.1 .1 1 1 s. • «Ni: i : Pro rr :°.aNnt n t n.i?:::. oa (:N w.• PwN. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Be • 1) +nlMen . I 5 . i mw n.v cw.r •( tX• Munrtlw er st•t• wq••T •w • roru?-•wtn DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Be f?.%X.•uµn C.mir 7a u Wtn w swX N M rwUw of st•t• x1qwT 1 •n • p••M rmv wNA DESCRIPTION OF BENCH MARK Nn c r fx•att ill. ° s:: ar 4 f?l w •• «aan«•t f?•.r . J %) Stfl ZT, •+ f.1 W? n w?••1•IIiN° u:? NanrT 1 h.n t •ffln N ? M rU N t • Horn t N 1•NIN ? l1 wuu, .) fn 11 r•I:w•l:•n I lwa ewtA It; ll r _ w.\ 1•r::'•lu)tf ptgw, ••t In \X. tro !? •wnl• pt MY•?IV D:] M w•• n• M.na. 1'`'?:•?.•'Xr ^ RECOVERY NOTE. BENCH MARK EV 11) •uµwn c•«Ir 1•apt -'? 1' ;;Eln ; fN LL U •w1NU` u • U IHI t w 0«n•LLe Nn ` ? 4 IL A "'r . • a\ w n«n ?.1 •H•t wa ti ft•? P••/ t h ?:?? a•N ? ?Nr to "' Nl1• w ?l•t•N OrI : M? I ~ 11 w: t r ,n. u `.r.w :•n• " \Wil . :• . 11 I:tw' WU IN. f u • fw i ? l n •• 4.INw « :: •1.I Iwl t.? 1 N ,11•Ni 1r tAla tl•In,tT. n• lln. n I : 1.n X,. 1 •I In4n I • a a1 tal«NI. DESCRIPTION OF BENCH MARK n:µ:a`on Gu nr sX•alt n ),6 W« •wu.•ut _I a P yy 191] w°"ia.a "" .;°uwl?i`H Nel? DESCRIPTION OF BENCH MARK pN]q gNywn ce.mr avpl J,0 W ?`•wM•ut 3 •.> I p SN 193J w. ):0° te:`ws]t:tt IBgW 1 lrw Nq n:?a:l 21oe! an• wnt•r 11n• a! u•nA4X••/.bJW •eoui L f n.-ItI rWP'w?' DESCRIPTION OF BENCH MARK S?i9 n G. r n•Lit n u •wM•ut ?• w I E )79191] wqu> y0on tMlmpeq •IN F?t• t,/jj'i« auwlwnµl::wPLL. LL.n inWin• tq ara• :m•nl• mat rP'aJ•e:iry O.) [mt •m n1tL Paull. a DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT Be 1vµt i3 Spn6 v- - -11 .wall r •.TMiwsi^i o ?. e( sv.u xlgw 1 .w • 9n N a••nW DESCRIPTION OF BENCH MARK 3 ):9 • Naw C• ! nNtt own p _ ?•.P a w:t 3 P9 19P n•C •m (?.r•1.1 ti.'?. :i rua:+. a nifou[a •wn •? a?i Mo.M• ::i.`v •ralen:n:r n:. %1 O wr•i :ill t:•n:nw•, w «\ In Mi upi'«t «n•e•a• M« pnJ•?lN 0.]!et •eun M• PwM. DESCRIPTION OF BENCH MARK ~'? + av M•ue::PNwn G. Ir A yPt19A "1i f l>M '•,n :r it ?Sef M.:•N wt :elr`u?. `:nu` 1l M w• W :• % (' \ meM ...:( °,r •.t In tn• • «mrw •t nLL1:• Ol) hN w.• \n pwW. DESCRIPTION OF BENCH MARK rya 5. .n cw Ir n•µt 1.6 •ilu• . •.a n.rw I NI St3i ?2, du •leNe)::M° ?rf•n/ 1 trs M• Pt•t tfflw N uuwrtN• nt?i?i•n ° w n • Mut n•n I]]ln nL \)• 3] f u a M• • •f tn• n ??rii Iw\.wtn.•w • Py 4T,xt •OrwwMUr\?f •,^.1,N •:: In w a:? :f •twnte m•t MJ:•tlry 0?) Mi •bn• an• anwA OESCnII?ION BENCH MARK •rnX9 n .1 LLI•• ytnwwt Grwr aY•au ?N•na• B•••tl•a V 1T lM1 o t1:lG: , u •lua T:t•?il,awi?••I l fb \S• )te•4m••.9(lu •\ W?•Y•N 1;•f ?i ? •,w ? N•I?lln nN m . ?lrlrf«li ;mug e14 •r Iln\ e('u I ..M:I.n `X: •ltw•r u L 1 •I uX,givr u • n • M • In Me 1 •(X• aw •r nH ryt M:rI1N 0.1 frt •••r• u• nweX. 'a N, 1.1 P` mwnIPTtd OF SUPPLEMENTARY [LEVATION MIN- SF ra.. r... ?w X. a nor .NINHn w,lr n.a ...Mw.l. •., ? w"ii.:? •wn ?)w..r M nN .N • n••n n« I..uN ,. -??:? Ff4 N a4klfiR8 A DESCRIPTION OF BENCH MARK *N 9 Nnnen ee. r, k eu J?6ew1•? .i?c ar.•., t T )1Y 19s3 m?LL).]e?lj:lf'LLI•'N wu twN ft.`s ILLygi.t` I w la.t ff A, •t tlri. warn o lon[ •n fn A• iweileA tmr•i•tJunvtten erlLLx•w•ru9? •? ltx t [nu•t o Nroemt ?[ l.rlN f•ro'V•NMn b•th bna ?] ? Nt?..lu • •nJ nt in • of • eomn w •proJ:ei1N•u.)t(eet •Nx flcunA. r DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT SP •? m9 n Conrr ? •tllt D ,bra 1?rnalN •ul,J Mtn• •umlt t •3Nll. w x rvw •M u. LLrunarr prrvn DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT EP 39 U.nrr ..k•pt twu lv u...•It[•fa•ra Nnaai I•lerd It..4lwa'p ee• vrw rv,J 3•r c DESCRIPTION OF UENCH MARK JLLµ n Ce. ur :Nf}t 4?9• •r reunxt sr,,.w f ) 1919 <•, `?9 .11•ITru?lanwf .neiMelt•rx 0,5 •llianw'I L,b .wu of L,• .wu v.?lt•eilu. 1.uE•e. Du.n ,lu, tn. floe of ui•uvee, DESCRIPTION OF BENCH MARK ??+t n.wu,ext s,•.,r• kl9N i •wr4 r el, n bnr o.uifrvllw fflaeri b?di ,?'r )tal t lf• .1 24- w n, w..rvN'ltn. xtt p.ww 4u.f. w•. NrJ NN•t N .r w.n u. t•1 L"'N ':.::'^"" RECOVERY NOTE. BENCH MARK R fA.i.r • •n+ Aa,l? Tung Sn r r 11931 Oulleel?. U l•?i H•?i u u?rUl iln •! u ••Il ? ? of ul?InoHM w• tf u• kJlJw(r •w t.) I•n nttn•r Mx 1N •lrxw. DESCRIPTION OF SUPPLEMENTARY ELEVATION POINT CPI..I^t'.'T'•" RECOVERY NOTE. BENCH MARK R T?411 4 4t1w C..rr fertf! [ rA yAl ?•x•?YM lM t • t"'Y r 119]3 _w••I w ? per 1 Mq + rru Ir- nrlit?ytl. •, • rv„ •f iNIYt3? •n1WalN~3.1 M1•tnru r• rnkxx t• r ti 1.1 R•t ?1?•r u n w •Irx13• RCCOVCRY NOTE. BENCH MARK Jt D•ry+? 1411 ' t rM4 eeVt < f nNtll w.w•rbut •r1 YMII. 9w••/ NrrvN 1 iht Drew •wn frt H w til?lll W t•IlA•x 4Urq •1•trr, xl •rx H•W to W rMr•1 •.rtr •! v tivr134A !rt O,l Ir?l klgrrlYn ur•K11 w1? •I DESCRIPTION OF BENCH MART( rip..,•,.a„• naa w sor. v..nlNt•n n.er, sk•6, ,..,u e..n In•wH,e C11-fl, ik•f}t v Anaaoet•. sr.,,a.eu M w 19)9 I e• buflJln • ?o?L fv 0.4 I t •nt of ur x•t I•e• of tn• M1ur•t r x.w9 l?•t nlsn•r lnn u• sn b DESCRIPTION OF BENCH MARK C . V skeet slr:prcle n At pmm?•• sr.. e N 33 19% u• Nii it p•3 fooe?Aalprvoln?n ?:? Itaxw. t e. [kr •euu••et etmr of DESCRIPTION OF SUPPLEMENTARY ELEVATR5N POINT SP lnt CoxV sk•Jt Cn4n of tn, lnunntbn oleCnrrtl•3 Arnu• •nJ Jra stun, u Area M.. DESCRIPTION OF BENCH MARK C r 'Jtclt • Ae •ee •• r..ov D39X N„)rely n.irti in ? in. rlrxt. tn. wutnrxt tem.r of u• A. mean bull N, B,e rrv Ntlaevr .,. "^ RECOVERY NOTE. BENCH MARK R •,..,.,•„r.•.u r,.e At A.•varte• sr.?o:nu Droio[ oa InvOT a•vurlption•?•Inumplt to J•tun+Ina •nlehnp n [o uto. .w'<S aTve toln• •af evhwvc to! . urN fl rttlnN r Julna L t eaL?i a biotM vupPl WIN, tt Fulh of the ne a pf tl s hI3Nn llunttbn d.lZ b- elae•nls, rtTratvNrNr 9f Vx p r u Pro1•;,1nC p rt of t ttvn•• ' e: •"' RECOVERY NOTE. BENCH MARK R 11- 2 n3nMn C_, c c14 .t •b 0•a rtl• nunq v 31911 afn)N tmw N? rbw r v:lHaNnub of-iwru 1, .1 lh. 4l?wu,u 1. 1.ti. • lx , V.1 Mt nnn •r u l .. r, o:i r i nls•r v,x u,. riw.`? ' .. "•' RECOVERY NOTE. BENCH MARK • R ua 1 u•+.r a .Au N•i.s1?N H•• S r o f 10 11931 •rl •nJ Br t r TUr•• r •f u• In•nxtun •(s nxu• x :::nB.?iM in• by .i :. i ?r u •::t: •1i:::i in. D:,til •tn r •Net 1•r?I .lu ln• •lrrt. lr nrxu •n • •xu •It• •! w • • ??.•?.j^'•^ L RECOVERY NOTE. UENCH MARK R L141µ •xr'ry4n Cr+rr }rrlt rH•? rn 4 sr..r r t 14II .:•w14 •M I.IIt sung x ilk ntrM bx••rn O tM s F•wr, •x nnl••D/ le t •1 fullf/'M w•tpW •wr•tN•IIII+N.il?r0 fwt rru q u• nrtAx•t tN•i 10•IW?r/ IH)UU s H• xtllM •r tM 1uUrIN 1• l• N un Mr N n C)IS M r `? E ...1 'I 1 W #Y. ? I lu. 1 :7 c i Y LI `S 1 1 , • 1 ? F,?.Y'? .1 ?i ? ? I l ! ? ? I - .fit l? I tl?B?ry - jowl Y• OEBCRI"ION OF BENCH MARK irow 133 ^ W l u.4ille .^'r s i L w4n t 4 ? .' •nu n fl Vuoen• p 1l 1 . 919 o w ri ? t.? 1 ll^µ r •t. apt?rat .w ?a eavlerr?tnl ae•? w Ui oi?iMn t ant LL ?rw r 36 fu[ .e lfn of Me pmleNetim of w N e wt 3 ML lnnr tNnLU. eenn. ue ••.lro • S '*=-"-Y.! RECOVERY NOTE, BENCH MARK R LLS 10 ti• Inr}m If sneft [?4L u? ern c<??tlma a s. n a w l0 39a W? wen a ?in un tau? M• ron r Ue i lf t • e ? - N . e.? ro n u•vtl n a MA x Or1N 1NLNµ• r e ? ?r 3 net i l f•R[Nr . f ^+. 1.6 of U. rorU eam a •f u• fewLt ro 3 t ' e l u 3 faK • on U• pwre. Ibt•r Ienrt•Men fn Ule? U• Mnn wtY Ie ut f• entYM. RECOVERY NOTE, BENCH MARK M^ R T?a•1 9 eN; ylm f yeµt s? e L 91911 3 rywmm Me•LN iMwnoeM tn? Na ?MnJo,?itallroiuwRN weL as sf U• e^LLefN• w l.Trf•n •mrL U lrV•man'e3,.9 e• n. a tit ror RECOVERY NOTE. BENCH MARK R tWl • G..Ir ANftKbn rs. ?r NWt Ati tnro•uMa1 rrt LLe?L b ? ? w L • s e1 mMV • 1911 i tnw er 0?!• quL ua 0ue.t1L Nne) 4i^ren wtbn a( MA u tL?f30 M wuLUU?w fµ . ?f ut • LL4 w sln•L f U• ^ CRUdr w t YN • ro net . mny •.f . tM .... pW CHI f. % Yf .)f1 ."!l 5 w1Y ? , e ^N.? n' 3 d & na, f µ", Q444` r WASHINGTON (Cont1d) Index Map 2 Number Locality SLD-MLLW a Feet 49 Washington Harbor 50 Gardiner Landing, Port rDiscovery ........ 4,24 51 Port Townsend, Admiralty Inlet.... .. 4.31 .76 652 Admiralty Head, Admiralty Bay, Whidbey Is. 4,59 Port Madison, Bainbridge Island........ ?q} 9. 20 . M 'Q?\ 64 Port Blakely, Puget Sound ............... 6.12 rtr 6 67 5 Pleasant Beach, Rich Passage........ 68 Poulsbo, Liberty Bay ............... 6.16 6,55 Bremerton, Sinclair Inlet.. 6.35 70 South Colby - Harper, Yukon Harbor. 6.25 78 Allyn, Case Inlet.. 7.58 79 Walkers Landing, Pickering Passage, 7.84 83 Shelton, Oakland Bay.... ........ 6.95 " 86 Olympia, Budd Inlet., ?I 89 Steilacoom, Puget Sound............ 7.73 6.92 90 Tacoma Commencement Bay ? 92 ............. 6.41 ' Duwamish River (8th Avenue nue S.), South Park 6.00 00 1 93 Lockheed Shipyard, Harbor Island......., 6.07 F. Bay ..................... 6.33 Q 94 Portage Bay, Seattle.. .. ........ -14.llat:a . 95 Leschi Park, Seattle, Lake ?Washington ... -14.15- 96 Edmonds, Puget Sound........... .79 96 Glendale, Possession Sound, Whidbey Idland 5.85 Mukilteo, Possession Sound .............. 6.0 r J ?I 10 Everett, Possession Sound. .............. 6.13 , N Coupeville, Penn Cove, Whidbey Island... 6.1 103 Crescent Harbor, Whidbey Island..... 6,1?} 104 Polnell Point (1.9 miles east ofWhidbey 6.20 108 La Conner, SwinomishcSlough....,,,..Island 109 Swinomish Slough (N. end), Padilla Ba 110 Ala Spit, Whidbey Island, Skagit Bay.... 5.63 a 3 V) 11.1 Dewey, Yokeko Point, Fidalgo Island...,, 5.6 t 112 Cornet Bag, Whidbey Island......... , 5.99 114 Deception Pass State Park, Fidalgo Island 4,43 115 Burrows Bay, Fidalgo Head, Fidalgo Island r. F' 116 Anacortes, Fidalgo Island.,,,,,,,,,,,, 4 42 120 Kanaka Bay, Sam Juan Island............. 14}.2 122 Friday Harbor, San Juan Island.. y 123 Argyle, North Bay, San Juan Island 4 27 130 Bellingham. 4.27 w ,•? s 131 Blaine ... ............................. 4.L{.9 r ? ,.^ ............................... 5.26 r, z NOTE: For stations marked with an asterisk (*) the " y;" b' difference given is for sea-level datum of 1929 above Columbia River Datum. Jf r r.1, s ??t For stations marked with a double asterisks (iwt) tho difference. given is for sea-level datum of 1929 e" + nbovo Lake Washington and Lake Union Datum. R ?r .'Y 1 ? ?' ! Lt{ . oe f ? f niti -4? Y t ?¢?? i f tF r r ?. 1 , ? h 1 4 5 f+'?; i4 C ?h ?I ism 10/20/70 / WASHINGTON The d ifference between elevations based on the geodetic lower low water level net (MLLW) for (SLD) and elevations based on mean each location where the tidal bench marks and the - geodetic b ench marks of the precise level net have been con nected by spirit levels is given below. Bench mark elevations based on the geodetic level net f 1929) can be obtained by applying the (Ses-Level Datum o elevations above d a lower tabular addin p t ? f+ water; low g an difference the subtracting the difference when negative. In the Pacific Northwest region, the present elevations of the eodetic level h dthto as e Pacific g ft19are 29 throu a based on Northwest g the, "S a Level Datum o Supplementary Adjustment of 1947•" SLD-MLLW '• Index Map Locality Feet Numb er 1 Prindle, Columbia River _ 5.30; _.+f 33 83 83* 2 Washougal, Columbia River . . . . . . - 3 Ellsworth, Columbia River . . . . • . Ojf 1 - . Vancouver, Columbia River . . . . :54 (Thornes) Landing, Columbia River K 7 napp Martin Bluff, Columbia River. . . . • • -0 * ' . -0.59* * 8 Kalama, Columbia River . . • • • . ' 0.79 10 Stella, Columbia River . . . . . . . • • .. 028E * 02* 1 11 Oak Point, Columbia River . . . . . . • . • . 32 . 1 .32* 12 Eagle Cliff, Columbia River . . . . • . . . 1 9* 1LF Cathlamet, Columbia River . . . • • • 2..1 15 Skamokawa, Columbia River . . . . . . 2-56 .56 17 Altoona, Columbia River . . . . • • • • 3.90 20 Ilwaco, Columbia River . Fort Canby (C.G. Dock), Columbia River .. 3.12 21 30 Raymond, Willapa River . . • • • • ' ' . .. . 4.22 32 Toke Point, Willapa BAy . . int Chehalis and Vicinity, Grays Harbor P , 33 3 o Bay City, Grays Harbor 17 : 5 8 k 3 37 Aberdeen, Grays Harbor Montessano, Chehalis River, Grays Harb .. or . 2.36 5.06 8 Little Hoquiam River, Grays Harbor .. 22 4 4 Neah Bay, Strait of Juan de Fuca . Clallam Bay, Strait of Juan de kiu S . •• 4.12 Fuca 44 45 , a Crescent bay, Strait of Juan de Fuca : 3.53 91 3 47 Port Angeles, Strait.of Juan de Fuca . .. (Over) USCOMM-CGS-DC rc3Y ' t 5/26/69 * ? Y WASHINGTON 5L w U. S. DEPARTMENT OF COMMERCE ENVIRONMENTAL SCIENCE SERVICES ADMINISTRATION COAST AND GEODETIC SURVEY TIDAL BENCH MARKS y Inlet Port Townsend, Admiralt 12 Lat. 48°06'.8; Long. 2°451.0 BENCH MARK l (1925) is a standard disk, stamped "1 192511, set vertically in face of east wall of concrete building ' No. 502 (machine shop), about L foot above ground at eastern part of Fort Worden, west of street along shore. It is about 33? feet south from northeast corner of building, 100 yards t;- northwest of inshore end of new Fort Worden Wharf and 47 feet west of centerline of street. Elevation: 15.01 feet s above mean lower low water. % BENCH MARK 2 (1925) is a standard disk, stamped 112 1925", 501 i i -,, ld ng No. set vertically in east wall of concrete bu (paint shop), about 1 foot above ground, 4 feet north of southeast corner of building, 75 yards northwest of inshore rli e n end of new Fort Worden Wharf and 50 feet west of cente of street. It is on-west side of street paralleling beach, about 250 feet southwest of inshore end of old wharf, and 32 feet west of west edge of sidewalk. Elevation: 15.43 feet above mean lower low water. r BENCH MARK 5 (1934) is a standard disk, stamped 115 193311, n. set in northwest corner of concrete manhole top, flush with z` ground, at eastern part of Fort Worden, 8?i feet west of west rc edge of sidewalk, about 75 yards north of bend in sidewalk which turns towards Headquarters Buildings. It is about 100 yards south of southeast corner of building 500 which is just southwest of wharf and on west side of street leading down . from parade grounds to dock, about halfway up incline of road '. and 41 feet north of pole 56 where transmission lines turn 7 :;. ;E•;, up hill. Elevation: 29.29 feet above mean lower low water. BENCH MARK 7 (1935) is a standard disk, stamped "7 193511, G.:'' set vertically in south wall of concrete foundation at south- SS west corner of barracks building No. 225W, which is eastern most large building on hill. It is about 3 feet above ground, t 6 inches east of building corner and on West Street, north of parade ground. Elevation: 58.37 feet above mean lower low water. BENCH MARK R 257 (1944) is a standard disk, stamped "R 257 194411, set in south brick wall of city hall, at intersection of Water and Madison Streets, 1 foot from southwest corner of wall and about 5 feet above sidewalk. Elevation: 20.56 feet above mean lower low water. (OVER) USCOMM-CGS-DC Port Townsend, Admiralty Inlet - (Cont'd.)' BENCH MARK 9 (1952) is a standard disk, stamped "NO 9 195211, set on foundation of concrete wall around storage * tanks near Point Hudson at Union Oil Dock. It is 8 inches southwest of southwest corner of wall, 8 inches from west side of foundation, 8 inches from south side of foundation, and 4 inches above ground. Elevation: 11.83 feet above mean lower low water. BENCH MARK 10 (1952) is a standard disk, stamped "NO 10 $ 1952", set on top of northwest corner of concrete wall around storage tanks on Point Hudson at Union Oil Dock. It is on south side of Water Street about 3?g feet above street, 2?? inches from north side of wall and 1 foot from west side of wall. Elevation: 17.36 feet above mean lower low water. "r Wi BENCH MARK 11 (1952) is a standard disk, stamped "NO 11 195211, set in center of south half of old concrete foundation, which is 2 feet by 4 feet and 3 feet high built on brick foundation, about 300 yards northwest of Point Hudson, and 50 yards northwest of northwest corner of Point Hudson Engineer Maintenance Base concrete tennis courts. It is 851? feet west of road along west side of Army Base, and 65?i feet north of road leading west from 2 garages at northwest corner of tennis court. Elevation: 12.77 feet above mean lower low water. BENCH "$ set on southeast (1952) is a side of standard largest boulder stamped on p beach, 12 L95211, feet below top of boulder and 3 feet above sand, at Fort Worden. It is about 650 feet south of south dock, 160 feet north of small shed at foot of flight of 87 steps leading up to street, and east of Commanding Officer's house. Elevation: 12.69 feet above mean lower low water. Mean lower Low water at Port Townsend, Admiralty Inlet is based on 13 months of records, August 1952 - August 1953, reduced to mean values. Elevations of other tide planes referred to this datum are as follows: Feet Mean higher high water 8.60 Mean high water 7.90 Mean tide level 5.25 Mean low water 2.60 Mean Lower low water 0.00 The estimated lOw4Q t water level to the nearest half r foot is 12 feet above mean lower low water. The estimated lowest water level to the nearest half foot is 421 feet belowi mean lower low water. ?? A A+ 1 M? d •• L 1'^^N f f• R I rc.lfnvs.a ?n21 • J .. iti .: Ii K,n wi+'. h an ..u r u.? rYlnY, v 2 feet p er li en 11 257.--About 1.) miles •out4an.G el.vq the Yurdlnv. Yotry r ro. toe .......... or 'lace Ylg4wey I 9 uL Y Q ne t at- Ifla-Y 9, 17 red, north. f Or 11n. t gr•veI ud Intel,."" th ?ni __ . oui Ce[vaie, o0o - y, et tn. I... Ii- a(u oW le naln .orL ' 3 i e N ¢seo, Y3lruukee Yt - a . lnul k Ywlrlo roil .2. e d 1.4 lest nOrt see of pil r¢wn.end, 3 . stet uarcn••ot or no .enter une o to. rear rend,. 25 feei n, or II "•' e w eau !tone. poet, w .Lwdm. sotessn0e-mrk dlvu, a mP- 1856 1941^ n, t ..enter I'd. or LLe Yore Towennd roud, 2 feat eosin ate rouE u] n a 2 2 t t e L X; r o a la toe cop of a La po0c pro- J . !ng need[ 0.4 foot t.- g[oWd, voness , . ea e out enet or a . o wl[na ea ?oet. C e[YUdora d1ak, 4 d 1 21 7 ly4• nvtl 1 ch a f 217.--AC I•o[L ".Uwneend, Tetfeteon C.dpty, epoYt o.5 all, 4vb1 II1 16 h?E?? R?7 nj 9 Stem Ls Sty Mlln o`po¢lte n aayy p f LL wa niC,.s.n feet ... at Ene chw d a 34 reec • ucpruat o hs Om ter t in. or tn. mD o a eaporo a p0at ytoJn¢ 1 be I ... Yvoc above "..d. Ap.ut 1.) nll F°ur or ee eouman 3 g L lorvleptl ferryt'r d t the tai 0a [I°l °f Ji•ta 111 rW y y sG dd nL the aeu ESe ° cW Jun¢cloa or tn. I.TTorFinrnTife}O.. n N _ :j 7L'S OR p16 wuY A L d N dlek, .teuyvtl ^0 25% 311,1.+ 2 -1- line tv loft Towne d -1 11.1d. •'• g 57 P et Torneenda Tetfeteon Ina i County, pt the Sn tare,,- tell. ec nee Ytneeat love .r to. !cy f G ° nveeG o t tta utn do o e p 4.9 rvet V 257.--About 1.) ll.. e° panel luvg the I.ordlm0 ) [tom c4e Sutergeo W, of I-. !tlhmy 9 et Pow C.rnere Tettereand C a hlgner Wn [pe ld ewnik. A cu deM d1ek eteaeyon ^p 257 1144" and eat verti.ally. ounty, thou., e.. Oy mile i b u o,e inTE -sane sane; e P t Tewn.enJ 'ft Yield, • n nth, net vo of a ,. g 5 IY Y g : e ena the !vi nT7' ena end L4e old _d, uo foaC e L vE a L , ° .. . . . ).--. t toil Tmmo..tl. Jettareon C.-Y. et fns 1p- aO LSOU of 'feenlp top mm z, I'-d" It he Pont ottl ae 50 'fe t tn .C net S u., o rwut old feet .oucp a l.T ^u df ea a uu oe ^Y 3 nC f y t a Wet , a sou o wsct or I. ..ethwvet "I or Y ii eim Otr v ae G, 1) f t noitLW St of Lna n tthu oc u.rb Ot 'gmei , y Y44 • f In Sec n ms o iEa e poe t yro]cat 3LW nUOUG u - foot nbore graura. p t dgt.. Ui,e to 35 Taal lc .mc .o r n feet v. In t otflcs, he n utare •t d t o L 217 A y e ^ ° e r p -rye tam ph ] Co[Ve t LnN3naei•er V.S. Amy, eLWdsid disk ? dP O Y D 6 5 ^ L ort T.wne .-- nd !r Y1altl, 1nt 12 feet 9 n a 1 t o r f e e - - " ` ? , . . - 17.542. -) weu 6e „ oi t o one - eoon n w,e,ur- x. , . ¢t k e A• t yale S -t^ u2 " i o t te d, ]erlesewa Coun C y? eL to. ..heel, lp h eou257}e t . wap- 1 w7 1144." f „ n t e o• c tlnOVn lt4 aeue. .ton .1 wI.d.. IoWdutl°n, tn. 6.4 r L we t me ee ..Ne at W v m On a t4 sea r h e 11d1ng 1 ) r0 L t V 2V7.--r.4 rote Sd Ta ede ,air YSe Te(Yeru4 , CGYitin u L4e nits Or we 17o a ?Iio Zy 1-Int4 C t . L '?• *RY . sett . tW .outhw eL varpva' f In. bu 161M 'em Do t) f ee i shove oW.. / t 4 ce 'r . end•rd 4- he pw .r t tt [tn Saa o n ll nn 1.) feet c of n s t I µ . e ,eyed 257 an 1144 d ro tr ercl ef y " ee tlet. n 1344" „pa . ' to e 111. or ¢o,w+ ?57 net in e t KC ?urd 1 f P 257 a Teteteon C.ut,tY, about 0.7 Ills 4 ol T° m e°W h i L J LSn pa ut 0 e need 0.6 ub.v. lfow:d. ; t - 3M o Fott uoidIn trod the condo!, d 1 1 ar 77 feet We., or eh. venter line ar Iota !o v . 15 L ic o su god or tuv our iled. o e f e r lip. ut toe ....... u E-wool a s aW • us0suei Or et t eWOe.Yi 1.6 fre tec of a Y 25r.--n0ouc 2.tl mllen L G 1 p,; he y.Yr corn ra 6° e N ! and 3 fret wmt Y • L1N tlev }Loam Yoet. A Indeed , d1 k envy d "P 257 1544^ end pat S L tram 1 .try ao w c 611" end , I,rtnruon COUVCf, • 5 roue lnteraau Llop 32 (eL ur Gne n at li -rx t Pont n L S too of ....rata p .J,.t1M Do 0.6 foot sre grouna. "U 257 G ) n da J rr a t ne 4a Sn ut toed, 2) loop nor 4 or we aS ne of . nn v Nrcv1 rood 1 ab • G. 1.) tae. went I. a Yen., a es •Ld 1.9 YOat L u 4 or u t GuuJnYa 01 e eev p O ? r e , y, n r •r... to.IY. eL the lnt,eee.tton Cber[ t 0 ! TSE eG-? wy le. to o. t4vei ) r e L t0 tla a w.yho U 2>7 1 i44^ uJo L w u t tt ° t V °1 notate Iw ec Vrv,J u d .in 4 L )r •r. ` •ai .5w vvr p J.t••I, 1. fee, wet . p f LW m a to o[ tlesc r' ost .are of ' CI Ltrevt u24.3 Ywt aoutne.•L of th t . 1 b avw 0. 4.. L rn o a e a ut _ . m or the or ntd g nal?... .n. c?e Nt ... Ol o •Yly uem u ? e e L 217.--..Lout 1.7 ,+11 ea nea•LL.r¢bL uloM [n0 1'odi COtne „a s[rY o.oK eL nnr.lwn'1 Parrv Tet'f0reo nc } m CounGr ?q{ n w nv •evut ul et .1.,, u. La 1 useut n drown. . In. anWera dep.v ^V 217 3Y44.^ - t , [a Y 1nt0t eeet ton, 4U I a. nor nvxe4 or cnv . at 1". e o oea loW SU4 norw.aun. r L or th u o rr 1 b: . T10n1 loft /°tdan J , e 1ntei line , r Eo roe. leualnL vC outAVeu c o tn. wn.L v of u or..- nu 11 w1L1ry uaut 6 t °n. 1 n s , , •rt,trop E...... ¢ t4 nett slag . a.s p.re.s ouunu, in LL. ev p fn a ortberteak•ng b l nY2 1/ . a eam[ °: w uw epd [ena rltuatlu ,data x . era tint .[n . uys 6 L 257 Sf ee in 11- one toD Y . vunaa a[. t 1 2 g Fi t.t ML > , 0.7 foot a 4e •outhw••t e . d 2.4 Spat e ground. A teem u[E dial, ,twuys. ^7 ljjy^rapa q•sL vet 1- s33y. on 1.LO J 0ati . ng . , .6 0 . . core L und. is 217.--About U.d u... n...I ,long Lne Y.ut orn,[ e, N id1 g Y 8n.a IU p -' t flea. n0 erry Oo.K et or.lu a ee[ , J•Iternata woun f' xt j - ouv lnc f s:eu. ' , J6 fa-t wa-?y m l ' t ' r. P t .. .i...AL Yvrt . J•flur.an Cot ty, t .t ort`. m •t,wYUCalndr ena tn4'0 . ,, 2Sn [e ens foil a tY ..s or rc u iwLlnlfn. C pos , 11.X uts n set r r 4 go n a n ine ti • r tl I. 1e e01nd n , Iwen 1' un anptee lln, t W mein . d, not Snt nor we ua n power-arunani e•1 on live pvi•, ova 1.7 Nee En or e ^I one .„, •u w14WUe oo•G• enOwr¢ J1oY, of ybd • + 2 ' 1 • G e e . t t • It a t 1rt• , • [tae . , B,) te•t unt r tou.n? ..I t l 0• s g 57 1Y44 un net I,, ma coy or .., are past prol..tlnd ,pout u YoOt uWVa „E FJ d ?.fe d d s OY • y pa guardrell niond to. ,!dirt 1n m• r sud •oo c 2 fret top iwn or taua °LEn grub..[ nnv2 !I YOlfi•0[etn ?fW.W[ g . T aG ?? ? ery ' T rr the rd r^' t . r• l 4 h ; TS¢ul ..•-AG Yorc JotaavJ lei [,teen Co , nty on fur .[stet ' u ti t on T°T.TjT[ to Iw., v i ai th• m . ig u 41 esiy ej y•tl f r or. °s l o f u l t P. _ u , 1 11 tln tpe nua• :3ouLZ? Yur¢s eouc4 °r "* u.Wwc . n •¢ r •r or 0 1f tl )W nee ut 7 ru, v on 3n ep reL ol0.w suypOrLlne en 4r n'eam col.lnd oeoepl., e cop or po E c. . n . , ) llalyerae or[u al a paIn tn• •IaewelK tew•sa 44. W..YUO[4•r• pu Me, 41 r•.t no[W of , no pe vo . .luau of One "a" 6 tl n ttendun ul°n, °u et?ed ^J 2)7 1544 " + or f Lpe n o,• l.•wlk, LM o. R W a.) .r • eL tors t4 ee ).o r on. ut• Ynna M op, n d aped[ 3•r.a .rNrounI 0 •L.vEnr..l•A ° • . g 2)7 ... It II.l?•_L ?n Jsri.re.n U 4Y. Y tn. .-o o , ?Aq , S lY)).• Y•. 1 Sn1 Cec. oY the 7.o y }n at toe J,40,1- or a t' v.ca 1wm14 O reec utnilnelon, ruu. . •ou nvmG r Lne ern .f or lln, I t line 4 ?"M J p TSdnl 2.--AC , J•frafnop Counif, ° L V.rnl- 4 Ic11 g oe` ?rWtu-t-ISCy u mmt °r • inttoLV tt of tb• • •. e o rno 3 • pw.e iuu d, lu.> 1 mi of 't. . ter 310• of Lw Vtl oed. JMU rw4 • L e tpule ena eJ rw4 v r wpst• rrroudvn Iu,e •• Yoc.Vene°iu ve tl JI• •c + r , e , M e );: P n.reta eul lalod 10 . 0.7 I.•L v C l.eu• 3[•° tw\ w••. tW wr eL • h. or I. •1'. ,.lw rt v . myed p 2u7 1344" d LL• LaP er OWaret. port y.o?sOLlnd about .b toot v • Mn { Y?' ) A t\ , u. 0u , o0. a uY a e groma, sngw¢ aieer • myw ^2 lYl3" r\l.naly. . grau L v ] }` ilgnl ).-..,L L._I.[p n J•Yt°i•un COUn i n e A 2>7.-•pL o01wn yr?e d, Sa•...... OoWt., aG EW r e n s or • !elude • a e ntb•u . l0 i n q I , f, On 4 .p, L Ov a e, i dSU t ar f-ZL - •rt, veep log r... no c4 °' Lq• mnt• 11 .fu N f ? , f. Os tn• In gets of to. V.B. v.vy SneLn13eL 10n, 31 YaeLdwr ° if'rt?• J l el! ea W • Ill , at tl/ w Oen wtepe l•wOlntl u^ t t py L 1'• L.we ••W l artnw.•t det.,2u•tl feet nor 4 of tn• • L•t Ill. or to. yr•d 1 9 feet nu Ua 0 f 9 ,1 :C e u L4e a.ttWO•t le0e f t b !C 5 1 ` . ep, a iwv.wr..lu v, stamp.. ) 1Y])^ 1 X m wm :. seep ae L of nIL• ,learn It.... •t. A .tent u0.31•a, Emp.n ^n 2f7 1544" n0 5 ° 3 y 1. t Le top or L -nrece poet p_j...Im utOYL O,U toot ° XraW.. DoY rid ; 1 d • L W Jaff'feon County. on ;n eor•tt petal. 1 1 g 0 2,7 1 t• t l * wart, 1 \h • f notate eui lq yVJ J. )I?t ??ia• u4. Ot It • a J.Yt.r•on Co uglyIn .bout U.S mll• * ^ 4.r U, •lory, ln• m ,Y r1?r nJ.•°ut4 r .from " 4 .}5 M1? , . iii t ` t •e wee , ,enter low of \ etrv.t mE ? 4 1 (mL •oow r grouna. nA •...... d1•Y • r tm ne ° •1 lvl}• ! Lp• V.:.. .wry tn•tnf lu e:un, wrouL V.1 mta• rortu :": "4. m -in. tl one )tl.tl Sr.t ••° .f m• .ent•i aloe i • •J In fw • - -. • , , r L YeiLlt4 ay, , or rE. i.. e, nC1 or -.114D. 54 . 0.6 foot t i o li 1 ,q ll ?? } ' Sl.wl i IV.u,g?l. ••pt ud . Jrf(.non Cow,t ? ?? on In. \ n ew f LW ,6 i .,¢ Nar tl.k. u ways >7 19.4." i d7 ppG ' f, 4 Nr•i l•rtW • •anr ? o., or ya rqe ° n 1 a (,63 r t I lb OC {m m•wt , inn .Y p l Juffar•°q C only, It- 1•) Il ° D 137.•-Ae Iudlm ""n, o Ill.. rtp al°ni 1, Sn wrM-anA.edut4 . u l V. )IV. 11 l 4 ! yol• g !O, u f•tL wet of W ... t lln• .I e[ • ymrt4? W •\ ha• Or tW •e !•ael_ing w aY w mal Iona x\. nail •• ! • r • from p• InV, f V.O. I.wv)) S.Xtul ln41.0, .pout 110 teat qua t4 of . r d 1e•dlnd It. 01M • ;oil dt la 4W .ou\Lm•t a0r •r Of ne luna log VI•LTOr q i i A ' l1. aautiaaleKe ),0 ..\ • a of t • n j •m, . O , fwa b 10• Jloor. A WON. w¢ge, .trap.- ^dnY O.T1U 10,2{0." a \4 4 twL w [ ua r v r ll.u of p a ,m 1„ rota, •td r ee. th• 7 •L or t4• eou4a •. f{•°Of tW route -wort A •tmd•r. dlt•Y , •{mp•C ?0 i t tn. Llg•, L-14 o 2s 1144•+ K a 237.--.t n2 d? •n Stele nd, J•rr•n°n C.un47 n be U.11, 1..,.1 ° - - - { ) rota url a t 4.• ew,t•f yr tW lut•r•w tlOq of OMt m me letal.nd r.Yyf rot rr. 4 fl r and 3••.1M a e4 trio the -I......... W144 lv.9 •trt„• eau n . III, llu O) .r .4.d 3 to be • Lh . a0..o0r 0 ro of r 4W mtto } nab. ` k EE . o . •L•pn •t u• n•L m. ° . lo•Oing 1.4t. rs, r fret n ft4 Of tf.•oat•r It,, or e .• re d, 11.7 f••t o of utWm4 LW • utLw•L o of Gn• pu 11 dl mt, .qd 6,^ fat ftM..t oL tL• •e Wr w fM V3 •tivav. A •t. deft AI •nr •awPW ^01f7 19ii { ' ? 4" TS 1. , , G: ?d 1' J 'h7p/A, 1. ',? . yu Ow 1, J For [idol Mhhh Winks bv"*d in thl. Herr mf• Neon. wl@ W."dl so laws III", >. s drdood A-- a» aTmllalltr M IlgWlk Y 46 Yluep. Sop-lo., V. 1946 ^ 25 -eu 0.7 albs no mwevc Mond "It- 111- 9 t _ ne city G.-n11 C c Tawnvana,uffe[eoI Co."Y, a I'aur - UHITyJ1 BTh7F5 CC_r MT aWD_C Wh- 57 Sent ... tIn oTTln-":1 Ln •e e-went . llie L-order la ll g Lest eoY?the eats[ lino 01 cnhltJly 18 t i • ? f ' - n ole uG c'G+d o a ?.b fast "To ol' n wnlte w M it.... Not. Vneue to Nudloek to.h. ? n Iva, [uayea ^'Lt 6 1944" en6 set S h top at a ao Thlr line [oilowe 94nt. :W.ay 9 I'll Uneua to Your Coiner, a po at prolae[lna noou 0.v tool nI.va I, d o'troo Your C-11 11. H-1k tv I.ortlesna tarry, no u -d ara jut line to tort Townsend end PoIt Vlord 3• Indlun Ill". Crom cne arry 1uo.ll, t. he V.B. Neva- w ucivn. A yur 11 11 cntn NSRnveyw9 trou four U rvvrr to Vert Tewn- LZ 256 6.6 miles south 3 nG Higp- I,- w t 'Y duv "1 11.1. a g wen vs -tom 6eptea11 11 or 9 fiom LLe tl1 null nt sort Towueend J ft E ty bo c ? . 20 1`4a4 oy P YJIV cnnrEe vi clurenoa 0ymr, Jr., eeeool•te O.ls mile gnrth ofG) + carnern?i to au -S r e•ca -oh a n d S - n to dews it'll v[. to Sendin net u n LSTr a now. oil wt 100 coat ens t(/1+,•, wet' to Y1Rhvmy, 2V.J [eat ;unc o[' the eenc.I llne or. 1.,. hlghay. 7.2 Po 4 1 1 1 l f 1 y U Tw1o toot want o[' Lne t -1- ye, o¢d -I", i f S BS re U3)myi m lowoe than Na 41 Y +D 5r ... t U.U.:.mYr p ?- S trol•einclon alb V d L VLTH WUJS^ vnd na4 1 Lh 0 1 IL 8 1 0.7 I1 h 1. U 1 Hin Y 101 .... up of • oaoorsG V P J 1 g Co 6 Svohee nbove g:o d _ C n J 1 t N h18n 1 9 .' fI C , ..I i:9 3U0 t• ? t I L rc?n c and of Y 256.--row 5.7 11 h along Utn4a I`lgpwry 9 t m 1/4'11 tong, d 1 d Mgowoy, 58 foot toe a1cY hull nt T ",.I Ccmt,. u W ` 1 ¢ - of 't s noL[rt eoc rn.lo a nak, ed.u Yeet wutp or u Drivutr roa ?? t .e or to. Den 11 e r white byoet le cu,sa •P,d 1JB[U (1`d"[5).etleae Doff eeac I o ehu I,fnLxny, 1' t n f Gn er SSne or. ins sa 'J p 45/4, )Y.tl Inet oouYw lino of olgoway. 4.d Cea4 vetl,nurc o[ u tends o ,ndnns, ).5 fe T Gps ee 1 C ipI or LnBluee[s.. U.U. u nvc L tiol-etvtcne ion diner ma l.y Zna4 ho n u n w41cs wo v ul made p A --to sad ^U 1^ ma . in cnn y of a ao .te poet -Jeoclog ales, ecvlpoo ^9[156[1144^ a ec In :La up roa Poet' _ t - oou 1 Snop r engromtl. pro)eocing shout 0.6 root n0ovee8roma. '. m LU f 1 Da L 12,tl mile; aouclbrnet along s ec• About 5.1 11- •U u L ulC Utbte 111 p Vol' +tlooy to- I1 t oy Y -it, n ll SOerYsrno` CobnGSret 11 ue Yoe T...... oeoui ell [ i h11y mJ h J ! V•1U11i Y/+u?-u tees naeeovt Lee of u ynvaeit ,o audfry: e h t Y [t W 1 rooty o c s JYUa clon6crlwmy l ipe 11 rt t e. end 2 root r..utn E 230.--..bout 1.6 atlas eouthrrnot Blond t MO.-, 9 t ai d wi fosse P t A Vr.1 Lbd BL oe Oeol4nlonl[oy Uof uivey c0a o:cy Loll at Poit TT?wcemC, Teffeteon Co y G - tllvn. etuv ^TT 4a CW 1YW tY^ nnanoec Sn c a i of n yetan o[ ,mace, n 7-Iona lvu 1 , 27. C mLh .to poet -r uDe LSO, noou u.2 t..wovo Ground. !stns nntur er o lioo of I.u [uud 1 !ut uet, 27 t be _ LSno e hit.eyd and 3 7 t w L Sto n 'bout 13.6 tiler eo--I slong Bcete Y:1GLwn, 9 Yron tle elcy wlcnare Pods.[ uLC IaL V ^E 2 1t' 4 d r in t v ma. h 11 Townbam ll ..-I we o Lnn wt' of n aono. eta Port y. aJ 1 nr t 0 a -241 bid ox UrnaG. - 1?" -t 4.6 1111; a .mrt ll .1 •.e way m oe sty D 2yY 11.V Ll 3 ry{ a nl CpweY Y rro Wll It Part Tmmaend,?aentai ll . a 4il, 1gL Y It . ) r m So- ,. w Ity 11 It Y I?t d a f y Leon cfne'/ mile LeiseoLlao. Y O1 , u w[tnw t C ] S.PT 1 P of - 111 25 E h e Y Sou o tae hlgn uY• About 3.7 miles no [trans 1 ng It- It1g Y 9 I ? Sty QG."° L 5 Vole 2tll=oa[a 2 5 ni bo?th`1 4 111 loll e4 Porc Twnrera hldhwnyt L tp m1 1 L brSdge d "U 259 1994" above o r Lla-CITi oe6a.-wuunae, L ul h ltl 111 C wall 1 , u oLk, straye 3. m top or a !I e po rt pro Jaa4idg spout 0.4 c d ma. of I vv tl i IU.i.Y. 1.••..biuGO .o ail W [a 1 W HS vi .to 9 f m he a ty Iwll n Town.sMd le a Comtyp -u •'u C' 119-1 1 IU J 11 Yx dt aloud Ito[. n13;oiatio f uu orrrynare,Tn r ed" ro.slvd, 4'/ lent x fees a.L et' w. Den a ul - Highwayy 9 T L sty L ll t o d I;rferuov County. too ..-I line of Lhs rv a 2'.5 Ibou4 1 tl Slas eeac h J aS on T Ili, 1U1 n4 Unbuv, to. nl?una, It LLe cap o[ u a 11 a rand 1.7 Lert south f a [ n cW Juvatlan or Utete 1.1V,wny 9o1,, 24 root north a1 Ns venter ?1ta od o..utl'•eta yet t, Corp o tlr,e iglu to, or p 11 rmy e=.nd- y of bt•ta ILLghwny y, y.) foot wa c of • ..... e) eIYU,GOe G, nod a dlvC, a u •Y.tl.Y. B-3-36" sv L lv 1 y o ngtebaut •.$ foes[ nUUV.tlGtuupd. Nj 2 t.st or e +nit. waodb l[nnee y n Corp" a In8to. Dobt pr..... . V J my ,a•Ld dla% Vod C 359 1914+ ma a In w L neat D •t yrml.e t?nd taut V.2 toot bbove grouva. About) 1 ul lu ... to. L elo o -1. H1M Y 9 [ h 1 y AWUt 11.0 11.. sou Nwsn[ ;loo JLuee 1:1 Wlu ut o uau ee? r Sane C the h1YJ Y t J 1 n G -oly 9 from to etY 119 r, e.;4. y WSl n port b?•M, opo•CL l.tl ui`ae a of Urow. .....r lino o m B •Yf at cpr 4 •uI? y n4 Lne Juna So¢ of s nce IllrpwuyTl T T 257.--1l-t 2.) it.. euWo- -S g IIlE1y 9 t o the bit ahnll c Ibrt rbwnsana. Jafrrr eon co y c 15 t t B Y$9.--About 10.tl uileu nn Lnwem4 olorl0 Bu[o IilMw„Y Y trop nnet o .a Sa. s -LTo-E?e Junbclon of d 1 ding U ? or sped laudlry{ no L troll .1 gdmd t 4 oG PoPt Towp.end1gn.w T•Yt.r ttOUnty VV , aW6e 2.1 t4el Jun slot a unpo[lvw. n olt) ` sh I J unacl -'¢ 01' '? EY 3 01 01 It ee cnn -.I rc?• houu,<4ntesl nor[n t Lhe aoa or 11¢a of tun pl`uweys 1) I r- t em oY to md of n ,sr%14, was ,yorlta • dolly Te , )2 root aorth• ur line of c n w, 4.4 toot ¢tL t ,? eof no all ue line or ,`e ? nisi +eya 4.5 laKt n`uthwaet I a r^d G ot ooc eou44 o neory` el t•vor, eoC 1.6 coat et or p!u y e1L. odrv v14h•reyogic, n Lh. t r rov ou D, v0 about wood n e t. 1 maerd ale[, . nV d T 257 1944 d sow • a Doe[ pro]eOGing cue U.b too oboe. ?YS '? 1•r•L i. in. grouts. A • sod .ra Olek? • m0.d ^B ]SY 1944.^ !n th•nGOp u alt ground. A 259.--About 10.1 olio. oo cew•t nlnr Y. Uts[a HIgL+.y 9 tram m11•v B 4 nV.6. E. 1. •-shout 1.9 11w • uwwo•[ mlong 9cvt• 1Ynay 9 ' h gilt) Roll • {•?or? ?? ????.? 1er? a, I.r[erwv Count`, 2.1 of w 721.5. Ill U,wvy 101 • . r ln- rroa [• Sty Lnll et ?'u e?ad lefts?oon Comk,. at th J n, It ' olden of • r .from nortWwa co a 5tl f... t, .... .f to. Llen oT?tnu It. aunt.. 'tn dr ei tee u er tW ?lanmy 1 vI n, 4J.2nO. f••nt•t no L0 r 111 / d + I ` F" po t O! . guwrar•ll a t o[ LW a,M+w,N46.-I., y foot ew of But „ ono I-.... t 11911 of h• Ju.Oilo Dol. 177• a e aulvatt, in W top I nI .. of - r•t censor lSn; of Lhe nlgnvuY? )6 Cr.t wow [M i llL f to. _ {1 y f yl? peen if 16.s Lemta. of L. •o •r lino or too Lltlnway, ta rood. 5.t' r••4y Daft i • s .1-r Sr• toner, 1.9 toot •o r • J-,. I? A.'•1, — 3 foot 1 tom th. hid,w•1.c A I Mo. al. Y, •tmG.d "A It olis'C YW.llGeleml Rn. .v¢ shout 7 feat hlYO•C tom LPm hn8hay ,k, p{ , U.tl. y rd -aeuGral-wsLl, U ?59 1944 COr . 1m L1. toy of ran- ,., o1•a,Dn wpea IonI.Y. N-4-7h lg0 00W 0 to L Z 237 Ab 9.0.11.1 ll-41.et .Iona huu 1110-Y 9 tram res. pone prolwting •wut 4 i p 60 ground. 1M !t) .ll r tar J.rr•ieon oamt`, boYt tli9 mu.. o 1•eri of w• Igo L sun uI U.U. 111a1,•sf 101 •Itnvu Ln•otn. aooua 1.9 S+w avutuw•m 1, n Ill Gp r v Lo 1Ly t 0110¢ of tom Folono 0•a on ....... 0 "It ... two u'ot v or •a l nt oet enM, all He i.nn t iu• pfd Y 4 4 J eLenon ?` t a IT. 5n rmrG ¢ to or t . o.line or i. -Ii. )9 row er telIna 9 y1t.1 road. d? ?,?y q a`ef too w t•[ 31M of [Am 41YOaY. ` a 3 test u or a "I". • r "n 2"1 '9 tI vlt 4o.• ..•t. ..1;d 1•a. • Del r 257 1944" 1- 1•er4 TuwuwM Loitpww w -•At o L tl, Irrf 1 ,?, to [na toy t • ........ uvre to •m It VraJe It L.; .haul 0.4 tone • r. Cumt,, oWUto1.0 V1• ooutrta It sloag Y °SCTi17,Tµ7.+nY 9 110 p -tR Yroura, airy alld .btu4 540 fort .ouWaw or %onro•) U[rwt, w L 100 root oor + or W-11410¢ r r• t, 11 "At lnY I_ .OU ..... f { i,t •, "?" About p.0 mliw oou ---t loi4t 44aee I1lM•rY 9 from I. o1tY ih. It. .nG.e A lln. et tp. n1Mw.Y, .boas foot • n .'04..V two- J " W11 t) ??vr rp •wua J.9 mlW. n rll•+wL f , nICWeY Y flr• ?`dwot a 1.5 !rw wuLW.ec of • relim w 1 r t m 4 nrl+e. TT6-Lir'aT W lntmtwat ion et M• ii nn II•mop toed. II.. n and trlwNU1•l?ea-wntlun trick' umD•oo•1:.Y IA- 1.56 19utl 1941" ara m• t¢ ; of .sane L Y t D J•etlve t T 231 b tl U mSlan wu Lww oils. hoot. ml,-, 9 rro. .eoY1 U.Y Loot awugfouod• - ?{ !i 1 .ltr 113 L?? T?.???a?vl. i.rr.rwn comfy, t ?.9 ul.• 5 r ?J . r w 7 won a7?.g. u4n..u tut . Itrr ?? t tn• x u. 1 Sow no ••M kortn.uL w ..... 11 !fall +•rr- .atlw of r • le.a1 r n .M wW. )o,eTi?C' •t of to • n Count+ +a.u oou 4 L ulonC .4• III-! Y rrom rl, 1 + wd • llw of ins plApnjt it fact •.•L o th. •r linen of then oef[ay • d,•/1.3 Z•aLUeoutw..twoloerlul•cfen a In¢ 1'otL pp U 3 i•w u LL r slu waoaeo .`[toes ?omwr Ilo4 LwwG ho all art pw .o • out 1T7 wt wuin• c 'r e l.•dllI III w•4 0! po Loa • in.ro St... wwVVb " 57 1944• uM .•4 1. o. tuY o[ e•nt et tna a .r .sun w Mdnay, .... t; •vi nt. po Yro JeetlrYl ..It U.u font •6ure N af..p t coat' fir. 4u,arwtra.'nd a L•at r[L' Y o v lt• d.n ? ru +w n+e. Jaot. w . •M awe. wrk a1r c .a 1Q. 1 .4 who ) li.• r utbe•1 lets Ut.L• .Il .m.! Y tLe gilt) 1941" m o.t l¢ V,. top 41 • ?enar•u Yew Yre J•etfnd .tout 0.4 mi•nn ,w ea rt ennui fwt .Bove ar??va. >r I ll .a V- nbuut 4.9 'Y`' li.r ar .T- f • Gn• tnt•.n.aiou eiL:u.Lr .d:T ilta norm Ml w' F W watt. M.Y. ] Yurt 4oae.o4 4or w•+.t tl..• •Mt nW rt Mieryy dom. "I" Couoty t i.U milr .outWwt Wvg ? f m on RR •M it, t• 144.5 1w...I.-mL If arlnno1.110. •tl Poll TL.?nuM Herlpr•.4 Her•, ue+erlb.a Lau, •t Y•ro•d Jweil )1 ? d to., owwad or . pw.r-annab.fon and a.. L-3l N4 Dal Sl.e )77"7 .m _ ,9? , J'.._ ., .'.,l, '?. d.J3y'b,C;l tla''a.i ,'4r '?3 .P?i d'• Y.t"`f Gam"-:v, I?h k?1c r ?e ?;i tr . ?, ' - - - 'Al - tip -f W . E o- r}? ;wi4?_/. U S G rAHT AEI F v 1 ! - . . .f fl;Z COAST AND COD TIC SURViY - r -._-_... -rn_ .rL ??_- .r:? ..L ..._ - y•__- tCC_': drV ..... _ _. _..? y tablished•by Co ; n and ",a odetic Survey ^"" - - G25 FsPresent condition rood V Detailed report Located n t Fort S7ordan, on west :aide of road par:Ille_ing boach, about 3G0 tact north of inshore e d of pier, set vortic:_'.y in east face of a concrete building.( Xir_a Shop) No. 502, 3 feet south of northeast corner of building and 1 foot above the surface of the ground. L. L. R. 635 • r U.S. DEPART..;ENT OF CD:.:.EaCE (l B. Sa IA /LOS/ - COAST AND LCOOCTIC :URVLY Waching-bon - 51 -2 RECOVERY NOT--, MARK Designa$ion Tidal 2 (1925) Stato Washington County Jefferson Nearest town Fort ldordon County Jefrercon Chief of Party Fred Naiolla Distance and direction from nearest town It Fort Sfordon Rocovery Dato Juno 1$01 Character of mark Standard Dial Stamping 2 1925 Established by Gnast and roodetie Survey Present condition Good Detailed report At Fort Worden, about 225 northwest of inshore end of Fort Worden Aor, 50 foot West of contorline of road parallolinp beach, 32 foot west of vest edgo of sidowalk, set vertically in east wr11 of concreto building :;o. ,01 (mine shop), 4 foot north of southeast corner of building, and 1 foot above the bround. L. L. R. f U&COMM.OC 5167 i 4141IV.1 ?, I '?' ? y 1 fa f x ? ^ r r ?'?"o Md 1`? .. ^'!^'"4 w&Q' 1 ( y ,s} a o."7 A r! 1 Cpnt {Y f krC rF ?r r y r 14 11 lVkf 1 ? ? ? ?WW6,??NUSuIr 'A:t 3 ??t }? ?{. .t'1 I I+ f - 1 r 1 i r ? w, { t y r ?,ry d ? rte r - ? I f 4 ? I r ? r a <, '..p pp6 . 3?- U.S. DEPARTMENT OF CO:aEJICE ?j.G S/ Lf? II?1••58 1 COAST AN D CCODC T I C SURVEY RECOVERY NOT!-:, MARK Designation Tidal 4 State "nshin;•ton County Jefferson Nearest town Fort, !-I 'o rd P .n County Jefferson Chief of Party Fred ilatrila t,, r ¢ Distance and direction from nearest town At Fort 'dor.ien Recovery Date Juno 1961 Character of mark nron°o Wedge Stamping B M 6710 16,200 "w Established by Corps of Engineers Present condition Cood # Detailed report At Fort Warden, set vertically in Gast face of east retaining wall of small, all-concrete cable crosain,? building :rich low I;rrarcidal ronf, 66,5 ft, east of southenst corner of bt:ildin, 510 (sato hobby shonl, 4? ft. west of contor'ine of strnet. Nark is 5.5 ft, aMre a c to fl:•or, oc.asite iron door, 0.8 ft. below top of retaining wall. I.c4 e mark is is shape of an eLli. y with long end cemented :.. wail and short, cnd Ln B:iilding no longer in use. ?. T. A. E. UGfAUU•DC 5167, .' d t OS .1 rDti 605A •• U.S. DEPART14ENT OF COMMERCE• • _• ?? ` (1•N•5a) COAST AND GEODETIC SURVEY RECOVERY NOTE, BZN H MARK ' Washington 51 - 2 V Designation TIDAL 5 (1934) State Washington County Jefferson % d Nearest town At Pr. t Townsend County Jeffercon Chief of Party Distance and direction from nearest town At. Port Townsend Racovery Date July 1961 ? Character of mark Standard Disk Stamping 5 1933 b. Established by Coast and Geodetic Survey Present condition Good d Detailed report At Fort Wordon, set in northwest corner of square concrete manhole casing, flush with ground, 8.5 fact welt of west edge of sidowalk, 75 yards nortb oT bond in sidewalk which turns tnwxird headquarters building, about 100 yards south of southeast corner of building 500 which is just southwest of pior and or west side of street running parallel to beach. Nark is about 165 foot south of locked gate across mad to Point Wilson Light Souso, in eastern part of Fort Worden Center. A.E.T. w z ,tr-"1' I Yla d t ? 7 1 l' Y: 4 W'•Y' 'y a r I v ? ?? ? ? P mi ?? s t v { ? y ? 1 { ? J?- ~A ti y 4 3 ? r c hip" "1 7 _ ?, r ??. "Al r U S DEPARTMENT OF CC- ERC£ bt ?^ `?4?7 . . . A Ca i•tl 58); ,•, COAST AND GCODCTIC SDRVCY r " RECOVERY MOTE, N377N NCH MARK I"' I? rnshington - 51 - 2 - Designation Tidal 8 (19:5) State Washington County Jofferson ° ' a Nearest town At Fort Worden County Jefferson Chief of Party F. AN: - Distance and direction from nearest town At Fort Warden Recovery Date July 1961 F S Character of mark Brass Plato, 2 inches in diameter, holo Stamping none Established by U. S. Anti/ in center - , . Present condition Good Detailed report At Fort Wordon, set in ccntcr of ooncroto block. 3:i feet in diameter and projecting 2 feet above ground, in southeast corner of For 1.'o dcn Center, . / about 26 feet northeast of center line of lod_cd a•io across rorfh-south paved road entering grounds,. 2.5 feet west of a wiro fence running along east bourdary, ,...• and 13.5 feet north of a chain-link fence runninz-; along south bounder., of old / fort grot:ads. . d 0 . A.E.T. a _ 4 u3000,,. DC 5167 i r, I y .? U.S. DEPARTMENT OF COt.•AERCE /2 oSl fONU EBSA ? , 4tm 11.8.581 COAST AND GCOOL T' suAVEY RECOVERY NOTE, 33NCH MARK Washington - 51 - 2 Designation Tidal 7 (1935) State lashington County Jcffor.:ott Nearest town At Fort 5lo:den County Jofferson• Chief of Party ?.?I. ry Distance and direction from nearest town At Fort ldcrdon Recovery Date July 1961 p +rr . ` es' Character of mark Standard Disk Stamping 7 1935 Established by Coast and Geodetic Survey Present condition Good Detailed report At Fort Wotdon, set vertically in south face of concrete fcundation 'y of first building east of State Eos^itel Administration Building, 3 fact above -ground, 6 inches east of southwest corner of building, 81 feet north of contorlino of street running east and west, 8.1 feet north of north edge of sidewalk, and " ppo E pa yground, in castarn part of Fort 11'ordon Cantor. o situ lar a rk-pla I I * I ]k f 9fN" ? ?, A.E.T. ?.. . } efmuu. De 5187 '?? ' i ?'? ! _< ti r { ' ( 11 ?" r?""'""'a ,.GGp ? i a Y7?I?t??ea •9?°t"ry'? .: -mot L n ? ` ? ,R. ? K 5'AI wa; ? 'a'rt ( - ? t IW a ., ? r I 1 c ? " C ? t N t i I??» ? r'14{1I{I ' ??b I ?, I jfY ?Sq ' r n ? v, Y L q ? A} • ,N. .3 LIt3 1 CttfflMim n , 60 ft. I Ne `t C . f s n oI 1 6 l 1 v , e Idb at E. oi c Ei el It. s uf b .j N. rnon Ooet01 uea f prvce?e l 12 ft. NV. of s cebinl 5 fc, { ' I S, f seevoll p1l ingt Sn aanarota poet. etenOeM eE •69 ax 1951 B• 7 bi e s[e t 957 1 ? ? e e mp . LINB PPM e00 MOT COpi[BR W PORT TO O.O OV,NR.WOLE {' r x SOOTIMYBT ALONG BOLD TO PM LOOLd (by 0. V. Moon, 19511 Ibok PV 130 0) ? . W. or Port WElov Chime , 1.8 I. 98. oC; 8.0 w a ` D k 50 ft. V. of true vItn g 1ebe3eE •C6N 98C. f El N fo k I vo enee [ 2b 2Y K NB . o m , r n n . ei Dve 1 a able[ eteapeE •71 wx 3951 15B" 158.478 O9 IC V af teDle[y In root on C e1Ea p f mark ? • . , . . f YB 1 meDla tnei coDDer nsil vita rseM1ee 156.64 P WE1 lkak. 6.0 ml. W. III 27 It. W. If M. by U f ce a poet) -h- tablet et..P,d •72 0YM11951n372^ 172.419 ..y y p f me SYS ft 98. of teDlati an 8, etW of o 1 nt lea e0uere 17x.58 - ;1A 1. V; o[ along State Nlgnvey WElwr D k Id NV f M f k V ft i )? N^,a .•. fir . o . or . 9 8 c Be . IeaOing N. to Cnlme<umi Y5 ft. SE. of Chi-. oo c e e poetl OS8 t;hOeNEfElsk (nac0:-b,E In 150.250 e. { { `day'' peferonce mrk. 12B fc. 9V. of tablet, 3 ft. C. of t 98 v ll A ort on a .y .. I ee . corner 146.74 Sf?p- elEevsIt, hl u A P WES Deek. x.l m1. v. f 0.9 m1. 9. of ? ,;?yn 6 Be Valley etaro about . mIt N. of 9futM1 Po1ne D k -IS 11 W. -.1 of rien8?e -1 Dy f k 1 33 ft. E. It - I..,l ng 9. 0 South rE - ' ^ P I 30 ft. 9Y. f b, 8, o Port WElori In ?retm Doect stuoiaerE tsnlet etempea •7Y ax 1951 1 ^ s ?y 39 139•C67 ! P WElor. 1.7 wf. V. aft •c Oonneone etNroe 3B It. 38 ' f• ^y ! f M 6 ft. signer tnsn DeveE nry.l a 1 of eta bave of gteollna D-j 0-10 aquas 149.7] _ P -1.!, 0.8 v1. V. oft 70 It. E. of curve eI.po.t, 16 f x, of M.1 an U. aM of concro[e culveeti c' l n1 1 pu•ro 79.77 ? e [ relty Inl6et.5, 55 ft. M. U.4 50 ft. 8. "Mr WE1 Mml w er f Eoak ft. l over Ines aro•eeeegei yP l q+ •t 1 S i NI UCl09 eievM•M Efek eteaDeE •5 1914^ 1..991 , {{TMTM' _ a ?n? P ,M WE1 Mlwlrelty Inlee, 1n vonerotei •t-M S3 ? t 1 gul tan Elek •teapeE •3 19x7' 21.936 » . 'glyf _"°" p f wetk, Dx 1 19x7, .bout 50 fc. NV, of trl- P YYI?1Y,43 -14t ion pM 31 •.t to evncreni • eM.N M.311 6 • ' AY ? ? ? .h 1; t ?4 i M r? _ 1 '? f ,_ Po 969667 ?1 W 5 4 ijl ?rj y?? 1 1 1 y ? V Sv y '•r15? Te YJt?7NIr 7777,X 1 r fe br R ( s I ) 1 ? i t y y i r d r t r ( . e f if r 3 .. A- PW a? THIRD-ORDER LEVELINO Sea Level Datum of 1829 Island, Jeff-- ,r gg ?:" ?" ^t; ? y a gitaap ceancl.e 1 ;y ,ya ?„7 eat ton o[ 8/10/55 i+5 el n tons boeea o Dee Level . L? na _ O Lua of 1929 tnr.uen the -- L the Pe ifle Narthvaet SYP- antery naJ. If 194] euliat .1 7/20/431 CM1 "I the etendeN eke sie liecet Ltor 11... t 25 y he .bm. edition data UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY LINE 1. PAM PCAT LVOLOe VPST ALONd HIQHVAY VIA BEAVPR VALLEY IN - TO QUI--- QUADAANOLE (by E. e. --d. 19291 Book B 3101) Part We-, =03 Tidal Ile. 1 1927 13.276 'li J 1929' (reported destroyed prior to Mt. 5, 1951) 153.768 '12 J 19290 (reported destroyed pl- to Oat. 5. 1951) Lt NC 2 465.99 . PAW POItt' ..H.D QUADAANOIJI NOIYfH AND NOlfl'N6ABT ALONG QVADRANOIP ((bbY a.. Ilerrle 9 911,0not. 1 9,813. ?9 1.) •92 H 1941 55• (reported destroyed prior to 6/22/52) 54.193 A•[erance sulk. 215 rt. 9V. of [ab1. tJ an oonorvte p1 DO oulv.rt, nl aelaJ .padre 51.42 Si-nal e At out e.: m1. N. of, A,0 ml, e. at Pour . -1. A Mae I- IB•l......rota p".eeulv?rtl cenl•eled es Aqua. 193.25 1*11 A ` o 1 Itrne. Of ,enter of hry, at top of Breda, 19 Lt. 6' e.n.r•t. po•C, nC se el? S Wn1e6 0 J N 19 1 mpe t• e 1 1 '9 ^ 325.825 .E w red, ca ? -ah. or, 1, n or Y . .t toD :r trey t 18•ln. a ,it. eulvrMl chl.e SOd .qu•n an o ar ta 330.26 Pair Coenerv --...,all on tout 1.1 a1. S. fl to , Itl-in. doncnb p1p• DElvarI ea 1 *1 roAdl on au aqu•rv 276.69 P 16 fl1T[r,or re 11?? of `Inn, •buut o.6 nt. e. oft i e :' `ihe Oe r ' mw ""' r at In nd t1 e a i:i : D s+pM N 1 '9, 9\1 12'e.. 202.X6 Pour Corn•rv -1.. -tion, a•nt•t of nry. dtroatly In I_ or 59.1 t ..3 at .11 K. P 1-1. 8 l? 1 1 T•N .Ja tv t I 1 In -1111:111, 1 and oe l •J •VU.rvrn t rv " 96.11 Par C.rn•re "" .tail On, AM l.a .t. Ne. or$ 3.1 a1. a.. r 1- 0•mbNl a6 et. DY or m or r i altonat x.-D. M,1 3B ft. NV, f a •r o? A 1n:-Ieln1< pearl •t arA<M tatl•t •1tmpM 95 N ?91] 81.575 N't 4 .1. 3V. at. In fv. ..1.. eat 1 ; *r 1 . 2 nn. rvt t In. a Dlp. <ulr.rtl Neh laelM .au: ivtn 115 •T1 r.M D•athe. .lout 1.1 al. Y, or. • fnter•ratl on Iln M. 1•M0t AY. 1. P.M Q••me-enin• r.rrv, 130 n, I- th• int•roMlonl 19 n. e..r .Mt.r or M. I. a11N 1/r.t a7 ft, x. at a.nt.t or nry a tt. 8. or seen Ian In .an. rvN pa." • uv1AM i:112 6 ' N 1911 67.6 tMp.4 9 63.270 pall a. 1., In W, o r of rate. or M 1 .seat e a ti0lsutiN oran. r in i 1iIifaiit•e• on Y..1a .70.11 /? 2 3d PORT GAMBLE QUADRANGLE WASHINGTON 258 x046-X13270/IS Peet USCAOS Thell BM 6 1927 (elevetlon above half-tide level). 52.930 '97 H 1941 96" Irep-Lod destroyed. prior to 7123/51). 95.330 Port Oemble, At- 2.9 .1. 9. oil Dauc 4.T ml. N4. or glnlginr ?,in5A rc. DY, or ire.aefoirieaent ""' forkeen[ N. Seed ing 9E.1 In beearon SN. [armed by 43.40 Bide of lone 30-In. fir rve r.Sl eDlke Port OembIA, ae ue 3.8 el. S. ofi 3.6 m1. V. of.Ning"ve; C 9trlebale Corned 300 ft, E. of .. ? at .tlonl 22 It. N. or forks or paved nrya., Inrconarete poet, e1.nt.N tatlet _.'ed '98 N 1941 160" 167.902 etriebela Coiner. about 0.7 o1. $1. e[, 2.3 m1. NY. 1 M111er TSy DI soil In DV..o r o[ c , 300 ft. E. oL o sub-et.tSOn: 1n Lase on SE. aid, or parer 1Ln. pole: fell spike 71.39 Scrllo A Corner, About 1.3 mt. 02. of; 1.7 a1. W Niller any 9cM1OO1, IT [t. Ne, of .enter or forkeofr "nerete Dvatt 9Cm Ni ee ec vu "9 ` r1 6 i1 crn p ae e l e 9 3 e 9 N T5 174.734 In -a on N. Ae 1e 1 1af n E n t p 1 aide er of E-In. 1 t etl r 181.27 Mil l.r Bey Sahool. about O'5 e1. W..f, ]n NR. eo rrll....keoedl In beee on V, skis of p- line Dol., 268.48 M111.1 Be, 9ehool. csntee of N. 1n front of 387.3 Nllloi Bey 9ch.o1. 0.5 ml. a.112 0 5It. SE. of fork, of M. leedtng Neq 25 ft. SE. of one 2 ft. higher Ind, Cantor or tea In done rote pea.; It-- .blot 9?tmp/5a)"100 3 1941 371' (r.p.ftea not found LINE 370.769 . IPW SteI.- tMM EAST ALONG ROAD TO -ILT. IN EOM CNDS HooAkgB 9281(double-run .,- Ilno ty E. E. Mamie. 19411 -98 H 1941 168• (deed11- In Lill 2) 167.902 Ningeton, .bout 3.2 M. V. III E. edge of Drealnent •hal, In Devon, nrya „. edge If p...... arlv..... on eon. Dlpn ]vert, o tee lea e9u•r• Ce162,46 li, Kingston, About 2.5 Y. oil 1n OW. Dorn r re 11rdel Neillaonl seise nq it •t. tlon, on angle in ge cone rate 92.49 King.lon, About 1.4 m1. 4. or, 27 It. a. Ana 33 It. V. of r•ncvre or eroeaal 1 ftp H. IM 1as It. W. or ec•epeO q5 N igai 68•tw 67.657 A•t•lrpM1Onewpol•IOrI11 NPiW tsDlett In beee an 3. aid. `70.22 N""tton,.bout 0.6 ml.'V. ofl In 1N, vo nee or ..... I Sn Ds.• on 9. alas of pores ]Inetpo l•1 rail •D14r 118.13 Lt NE \. pAW rmgD Or AOAD 2.5 NtL81 VLSI OF KINa7TW NOATN AfAl) ROAD TTOO sA.-i a(-bl.-run spur it.. ty 0. Y. Moore, 1951, FV 130 VaO3 ahi,,I.d) q.,r• (d,...Lead In Line 31 92.49 K111wAendv111e15571 It.. `nand 20 fc?l L,N:rrfork. of N. e. of 11Aidn4•NB:it lltt•ta• a 1 In {{ Do•tl . • t. ad r'65 aM 1951ra65' a64,199 R.r.ran.. earv, 119 rt. N. or t.el.tl an bcula.rl th1.tl d A,_ MI.34 N•n•rll l• 5.9 •1. A. oft 109 ft N, And i2 ft. a, at font. or t ii.n :auuA.ava on Lou la.e b ft, MO., than Nq 365.16 NAnav tl lr? 5.0 a1, a, ofl 25 It. V. or M.1 ac D. Mgr of fended off M,t In sent n t• post at.na•rd tail, et..prd ^66 WM 1951 32A' 327.777 l ,a e, x, or '66 OVN 1951 328', let•,.... l en of ADw t l 4 7' ''? S 'a , a .ro 2)6.91 n?4 --11., 3.0 at. e. at, 23 ft. E. AM 15 rt. N. of 3- farv or N. 1.•11ry1 8, - to r•m.M.•t nn n m t• Po•tl • aMaM 1.01.1 . a.D•dr'07 ?N 1951 8 a 1 281.125 1 Mane vl l i•. I.a .1. e. at, 33 It, S. and 22 It. Y. or M. 1 '1 'a Do.et [•N•rd t•Dl.t .lawpM \ l Na 1 1 1 68 N 1951 1 1 1 0.75 ,? I r J 1 1 1 pl 4 rt ._.,? , Ada i 441 f !? 46 Wash. April 30, 1548 a UNITED STATES COAST AND GEODETIC SURVEY s M ' First-order l eveling - .rte, G • Uncus to Hadlock, Washington ? Standard elevations based on the Sea-level Datum of 1929 through the medium of r the Pacific Northwest Supplementary Adjustment of 1947 for bench marks described in the attached list are given below. NOTE.--For tidal bench marks included In this list, elevations with respect to ' 4' local tidal datum planes are available, on re deti Ge S W hi D t C quest to the Director,.U.S. Coast and ' - o c urvey, as ng on 25, . . B.M. Ad ueted Elevation B.M. Ad usted Elevation Mater.) (Feet) (Meters) Feet 3 - ".` G 1 (USE) 3.619 11.873 B 4 (USE) 54.955 180.298 T.T.S. 4 RB (UsGs) 3.645 11.959 1.9 mi SW of Port Town- 12,6 mi. SW of Port Town- send, rd. ,jct. 172.0 send, bridge. 15.3 Port Townsend N.E. Base 2.278 7.474 y` D 25259 48.073 157.719 R.M. 1 Port Townsend N.E. 7 C 259=B 20 (USE) 125.532 411.850 Base 2.508 8.228 k P 11.0 mi. SW of Port R.M. 2 Port Townsend N.E. Townsend, rd.. jct, 413.1 Base 2.220 7.283 B 259 122.421 401.643 S 257 3.762 12.342 A 259 71.848 235.721 R 257 4.814 15.794 a B 5 (USE) 29.834 97.880 , Z 257 20.187 66.230 a r 9.0 mi. SW of Port Q 257 53.222 174.613 2 7 Townsend, rd. int. 67.2 P 257 52.912 173.595 Y 257 45.827 150.351 U 257 16.152 52.992 8.0 mi. SW of Port Tidal 7 16.339 53.606 Townsend, rd. int. 154.0 Tide1 8-south Base (USA)23.872 78.320 Z 256 41.347 135.653 Tidal 5 7.475 24.524 Tidal 2 3.251 10.666 e^? Spur line to Port Towns end and Fort Worden Tidal 3 2.397 7.864 ZZ 256 (USE) 40.812 133.897 Tidal 1 3.123 10.246 Tidal 4 (USE) 4.050 13.287 Y 256 66.100 216.863 5.0 mi. SW of Port End of the spur line a Townsend, rd. gat. 260.7 XX 256 85.174 279.442 At Four Corners, rd. int. 132.3 ' N 257 36.974 121.306 t k t 4.6 mi. SW of Port 1.3 mi. SE of Four Corners, t Townsend, 3-rd. Int. 279.8 rd. pct. 121.0 ' - n ? 3.7 mi. &ZJ of Part Townsend, bridge. USE) __189.4 84 1 4816 Spur line to Port Townsend _Air_Field x ?, Yy ' B 3 7 53.2 " d 3.1 mi. SW of Port V 257 31.886 lo4.613 X 257 35.709 117.155 ' y n t r ? Th%maend rd got 144.9 W 257 31.579 103.605 t , ¢iA a , ! , . . T 257 65.417 214.622 E d f th li 4 1 .. no n e spur o stNt pf ? ?.y '•`" ?frrf,? ?I t F ? f ` 1? t? J l I .r ) 9 7 yy R I?r' ?t ' L ? i - J IhL??i .[F Jet . 1 ?Li Y ? + , ? t ? 1 f R ? , „1I 9 y t 1 f SJ ?+ hf J 1 "k ? .. 1 - f J ? ]s tl.?' 4F) ? ran' ? ,p_ _ JSr? t f ? ?G?t _2 R B.M. Ad ueted Elevation Meters Feet M 257 36.828 120.827 L 257 36.579 120.010 K 2,97 29.432 96.561 J 257 1.542 5.059 . `. B 257 18.441 6o.5o2 „ A 257 6.179 20.272 C 257 59.782 196.135 D 257 46.215 151.624 ;. G 257 41.170 135.072 130.87 (A.Co.) 38.246 125.479 H 257 37.16o 121.916 E 257 39.480 129.527 EE 257 (USE) 37.737 123.809 z" F 257 28.982 95.085 ?+ ? . ? t . a a aMi, t n a <? r r 1 ?? ?ti h die a ys? . t s , -aaad A? r 1 udIiID y3Ta9tCea192r1leveND 11 OEOa6TIC mm h Ndk h h 7 d 1Lg 17c e7 (A.CC. ),.yc Indlnn ielnnp, Tarier°bn Cmey o" the v a II 1 SleVnzipe iee vuC7ov .. ` a... nu`h mr'Lhe a'- m1p1 t 1 aullalvd, 77 toot [ abt t ilne of Lhe nd 1 g 1 f ° c of he bu` p1L?g, at ul:ding 7U Itlie tca[1oo), ?o i r t? or t`. a h.ea mraer, la:e v.°t ea?c or h. u at orn r t he Hn-[rook goon a San, d 4.i root arm or cn°e oar n eaa. of tn. aouer-room boor. a v?nrc.r-Seem iramnr uro]entim on . e-mpm cant. aiet, etmo.a av 17U.E7 u.z.x.w.:.u9xn' cu.^ ma a t in [ wp or a ao .Yogic pra7aeG- Sryt awue 1 loch e°oye erowa. "0t ° 4 a 257 rSnaluu I°lu.an Jentereon CawsYieorntu U.9. Lnvul - S y4 'c Eiu`. rt'? or oleo or r euaalai tt Ii1r f alaingc an4imG of nor n -SnlniraC wl`nabu"alnnP. J5.2 ie ll otee` a mueet eu5° b m L p twos tsnnSnltt?b'faetlnprch eue at t p aaing tv [her' - auiimdvg. 1i¢ bnGa[d a1ek, etmpep ^a 257 1Y44. h alde prune 8 257.--,,t IFIt Zelund, Jerlereon Caw[y, o CLe V.9. Envoi 11 ?.7 ullee naech Mann G a n rth- G aapguL d?l uile trtu chC ` io'bY4nWts o[ tae U ill .9. zevy 1nehC? le[lpfirom ? ' plfe `lta. 11.6 t t ar t61c of ¢ b r as _ 1 / . h 1 s aence 31 [ved mpoaep o tveve p merdo d at. dnq Jai% lrig°°?aouCEh?07llYLL a sac la t Coy at a at prolsot- - - I II S 257 SV.a.E. 1.--11 I "In R. 11MIIelund, Tatfeseap Ccmtyo^ n ma V a 1 Lnaexlne reearva? u u?3,7 uilee mrch m1l g cne F , -v' ml h d-eoutm roea tiom the min ace at Ghe V.a. 5 lo- 11 1 btuC 1a0 toot npichbeat of Osnch t.¢ik Y. 257 .Navy aeeail0vd .+a sboveo aaouG 113 feet uoithauuc of o break in niaaa 2a. Coot south- t j e t ha ter llns at the roed? ad nbou[ love( utch he a torso or Ew;ieeeoe, e.9. nimY, . anra mo-coa[rvl-ececlna nl.e; 1noh3sooLe a e In tm tmY ar n a r¢te Yoet prv]mclag youaa. A? Y 257 Inafep Iel¢nd, Tattarem Co n y, the V.9. M1nval Tyy y. ¢a imantm o '2 ?lu° oichunlong the maln rca. at ¢ alo `¢el a Oa11a1narLC,Uln [La L°V"aC?pa°Sav` and eoutp ioo194t ?N [°celmlMt u 31, ;.5 feet vee at Lhecune "spa, md42 f. R., cav i llpo of [me rood.[ A m .a te Yed ,ene „ MLdm, t 35'/ - _ Eno of Lae llm. ` t f ? ?k P ???5?k 74 $a4 t ,. 1 s Htwt C A a A Z`. IT, F`AF$'? ? '1r'ndY ? I. f?G45RA7 '?+?1 ,.{ 1?]" ,1'.. L. 'G: ? /.JS.S.:{Il} 111.9 N xr r?m?? 7 r ! 11q, MatttM 16'111! f(kg InrludLA N MW ! ?df lecul tldgql 4 ?1p1 1D1a?61/ W H 1 J?A t8PY01r.' ?. -' • 46 T.•.. 5ep...i- 27, 1946 'L 25 u.--nmut o.7 gllee .euSI.... eland -t. W-., 9 f[Cm • cityull Ant e , .ffareon Cow,ty, u Corns, e, NIITg0 5TATE9 CC,.:T N:D O.-In -M f7 tautnebuth f S)lar-I'.e I'.. I e o 4n eu° 0-wmi?tlr1 - lliat-order lll¢g esc 4 I ta nn ae lvn o Lna pin wey, 18.6 teat • D or I eva lnoue to Ha.lo.k. Iv»d. Aole J11 r. J. a ugyea "L 156 1940 end ea Sn cda on up of et:On- ?'e?ti Tn" live fol3ow+ Jtnte N1Wroy g IrOC Unoun L° Cour Co[anre, asetI lost I. vLind ev°ut 0.o toot nmve gt' d.. ? h n from lour turns. III Iledlovb o I.ot.lnno ye[ry, n d n oe. 3nur line G i f n end ort 0.-1. I aim I.lhm from toe Y try 3•mltat to h. V.tl. tlnvnl rouge xln•, u A put in I .... uta a Nidhwny o9 Irou our C°r.... to t Term- L2 2y6 IV.9 1 L L 6.6 m no Pllao a uGhweet slang ?Mts tllgn- OIld Y -N a T1 Ilelo w 4 rna none froo y 9 fi0q Gne O lLy tu,ll nc lerc Tvwnnsnd S a tfeieon County pout 20 1944 by D Y Sv Oborga 3 Cl.reg0a Eymn, Tr.?pye.aaln[e ?O 0. »15 roll' nor n u[ -6uTI1e feet aeuc4 of n brlve- G t so 8 t gi wry lensing uec co °?ww T1'rbma houe• n out lU0 IoeL rue ° they Lldh ,oy, 2U.J root rues of Ge Dent t line oi' [LB bisowy, 7 2 Po a 1 1 the vl olvity 0, Ubou., pas -Twin IoeL waet of tpe waec 1'neu ° n LU-Snap I.vgp, cd About 1 [ 11 re UlygPl A lower thun Me bibbruy. A OraIts ur Englneern, V.?. Amy. y Den 74 0 1 lU H 1 ADe 0.7 11 .,tn clam U.H. Illig10nwuy 101 trol-e to Glon .1s1 y d L 250 '^ vnTH Il- ma 1 b ;- y 1 ritcg nbouc 4 lgOhne nDOVa od Bf- W 1 -n 1 t U Hipp 1 m c Uvaum, J'}ora0n o fey, spouIrt o. top o[ a cover.[ y gro Ito [eat l .ouch'»et oi0 Gs• va t s oY?rve n In. nostpe tend of Y 256.-- Do 5.7 11 ou th'net Al.n acme Llgh.u 9 from =/L olio LwyCen c hs coo1 n of tl.n nonn0onm pSKVwey, 58 test Ire viGy Iw11 u i r d, ,W.I... Couto . I ?• ` S I M»et of [thwaac [e 0l li[ona trnek, 5 teat - or 0..on t tpe a live south n µivn 4r ma -undCngCo 7`.N foot "It D1 to poet leLGeisO yAY 1J0 V rlC,. $J.< felt n at of or tb° p181.wnY, 101teat n°rcp r pe ° n er live of cheer. r• 7 ? a LS/O, JY.tl toot ooucLeunct L raElpe°ot fiche Olynre%• 4.tl feet nor thonec o n I.... Darner. J.5 1- vu' at t.' P.. ^YC LmSva oral Sgnchv Goy of G ytvo ml-ecvLlon alai, arts 1.5 r'oc'north u u Lit. nooanp wiGnaen yoat.? A -n .i0 ,l S D Y pa c prO Jnatipg dick, rcv:apaa ^Y {C50 "" on 1 teY t ' c Post ?° y[o)socing about 6 root v Iround J 4 u (U G 5) 'b0 G 1 tl ll LLreat along SiNta ADOUt 5•U ¢ 4 1 m 3 Illgn y 9 1ty ii uyry t 1 y bull rW T .'COUntyy. e[ na ll ut Yvrt Tuw r 11 f D nlw y s Juno ti.. n 1 1 U.J. n rl-?D1Zn y lU iouaecpt Ens or Y -fie T-dlai ><p ea.c c° tort lualmr. 5 .r lC a of Y u. u18on f4 Y/ is eouG wan 3 c nm 9 f '. 1Y rpit..oo0an?vl coca.. of a Junatlav crlmgle m°e2 tesLurstveaoutp Y 25b ut 4.a -us e u bu- 'loo t t i11g1 am0 utp yost. A Vnitau e[ucnn Oeolon y th i yt 11 1- Towse lefteseon Ce ya M .lax, 04pea ^1T 4 Lw lY..1 12^ na .uc i1 the cop. of e o ur I e =n GaII of woo a,nt 1 l-tond tole ii0. 27 Y L S to post pioJ•oGlad nbouc U.1 too[ eDOVa ground. of toe aance 111. of LI.e tuna 1...ing n e , n lent s»c uY n About 13.6 olio. -h.r•t Nom lil L» y 1.c.I line or tn, LSa +ny. and 1.3 feat °° n tow ... Ij - Ltat• g y sq the Gy wlineaa Cyo.t.3 lei, o atpa. ^Y 2u ly end net in bnlC .1d.l utsC 0.2 vllee+et of un i at 11¢aeiof the toy 1 av yin .oJo oclcK nbouc 6 f va ground. *Y h1 r n D SG Crael. _ u CCA J OL- a ? 159 - 16 11.9 m11 ee poucpw 'loll About 4.6 mi 1 g [a IJI Y Y t Sty :. xowsn a nlgpw.y y Imo pail nL yv rc u. I.r d ILI. .1 p LSdI Y 3 on 1 s od Sv- `L. tn. I I .. Mil on 1 y 111 S1e 1 d, J.tI u 'no U.9 m11a ter vev tfart. - r i+SBLwnya O1 w mrpr.et 1 ? l 111 ) I oft..- 1 d ?llne of t [ os , 0*11, Abdul 3.7 .11 1 M BL HS y 9 L.. o.ty -In In t 4 5 a noCM .•t HY role tdli w .5 Ie c -In.- I e wo01Is hnll t .It Tows bid Arty bo -Ol be b-1. 3 Sn wi to. y Sa D d D )5194w^a -r I. eueae. Cc. r•u1 4 1°°ifi g n g D o. yr J 1 g + foot °OS` -:.Lou eouG 1rip y .1 1 A. E `. ty . ) J.n idler '2 "u, 0.1 G' 2 9 1V lU 1 AD 11. w ot .10.... r mils mot °t ty loll t li ut YOr" aM:mee3nd4/Cf y N ) 9 [ 1 I" "I It ar To,w- eend, Se [faseon na .° ter o lineI 11`or to. erynis? '/on CYM t ,y bou[ j c 0 y 8 Ll f fib. vt N ° vty' ¢e 3.. ..) feet wa st n '1 Jun SN^'ny l0` st Unvm, s nlgL,nym, nc 4a m? ° unll a c, and 1./ t• _ tb ugs too Ct Jtesa ASf.brey 9 g. 24 tact n th or As osnTa[ rbita o0 , wi[ca ea yet 6. A Casyo oI ?,g1ua , U.DAray stood- 1, T i*1 of Utste 1flgnwny 9. 5.3 rest watt or a bl`hway Itup-, nv or. din., --d ^!'. H.Y. O-J-Jb^ nm net I. sl My ;I I •t° 1 root mr hs..t of n Nc' wm0.v ri cneae WW n Coiya at Todl.. yq•t pr.Jaotind ubeuc 0.$ Loot nUOVe I;[uupa. v U.H -iii mWin.10 a1sK nimY.6 ^0 2)9 1944^ mdrouca In he p Or . a e poet DraJ.'tim ADO UL 0.2 trot wbova g About 3.1 n sou-It 110 o bsuta HiA 19 L th 11Y ut 11.0 tLLl•• aouNwemt .tong 5-1 1.ldbue 9 from th• St filly vc lort Yvw r lace f ve pip Y le Juvo cSOn ?q 1?.11 tt P Ta , about I" oil's e. G of N eve. aences lln• y ?nvn -T-T 8 E. .J y M• R7- Juno clah or DLn t• 111 ywny 9"'t T 257..-About 2.3 ml uu dw»L nl oqg tl HSg w 1 9 t am H 259 AD 10.8 oil as eo ra•L .loo HGnte Hldn» °ns cot Ynh eetr L Y JeuneG °n Cou y b C 113 t e Y 9 from . t oil cos-tT ' 1 Ion Or a 1 ding rodtb icy 6e11 s Po . 1.M[f. [sou County, count 2.1 muse .1 in. 1 n ilon 0 i e. 10ua1 vor A roll hi Aso, 4 , r J 1-l To»aen. iav»y 101 . pea , the oar h• un•, `ct norcp u r Lbe »nNr lio Q n or ° tin Ylgpw." lJ t v?17p ?d CLf p 1ooat pyoelte n deepp roaVnvu.i j2 feet vortn- on or ns fa0•vtar line °Y c e°, 4.4 feet a °Y a tin r. t t cb t 11 m t D nips»Y, 4.) teat sou hwe•[ f • 0.9 root eonto or o yeval I=., a¢. 1.6 twat a or .1 --n yyp' DS t sae yot l pp r roaK ou D. ¢0 .LOYL ve0bxn m post. nanderdO3ax. oI- d T 257 1944• .600 o0 i '? l(v le»1 w3t4 to. gmun0. A m a 61+k,f • amDea ^B 159 1944.• t In cps toD of s o0v0ine poet pio1ra41vg o cot 0.0 foot A 2)Y.--About 10.1 m1141 .ouMr.aG nl erg UM to Hl ah»y.9 Ims°Y°?• rs tb lt. [.nil ac or t? Tuw,i.eva, T•f torso. utt Co, houer, stl» ? 4 IU.U.:.).--About 1.9 11 n ml g !gd M L Of M• w p .U. I:StLwey 101 .1 Vuv ° tpe lv [e0m na 14, 4.11 et u Tn+n d J l1 o C ngY t tM1 Into? 1 r . w e trop nortne.a t n, >a f.46st ooriL(» :.n t on ql or non th M e qr ter Jann•m rat-6, a tp• p4lnr on, 4j: b pp •4 of . sO In t1 n•t o tn. `lgbw+m.5 .o• G pp c iiLw... andie of r Jvnaclan LJ.2 rest n to Inn - "'f•f",{ 1• l97 It . oul»rc' 1 M 30 or b• so M a v of cb• »m o•nta[ aln• of pe fonwvy. l6 tan v. t of be a n . I !lm or tpe " d .d fi, 16.5 feet • f L sn • ilea of I. t Lltll,wey, n0 t ron., ).5 fact ouM i . psi0ed-airs fanae. 1.9 t•oi •. of •.?Al n. LOUL l ts.G 10»! Men M Alm y A •tInd- disk, n.mp.d •A Ut. John' IIOtylGal I. ..... .¢ .bout 7 Ie•t hSgpe[ tbev Mt pldn+.r... J:d p.of A 119 1v4L." A CorDn o Bvn?ve.r . ?. U. Jso7 CuWeN Las-1, to, top of OZ 157.--Abut 9.0 ll h'».t nqm Htat. 111rpr y 9 film ail tlk, •tmsiwa 1',B.4. 1.t- ..d .. t t 0 m y°.c Dr°J no tang lb- uuG 4 ImM1.a OOw Br°Yn°. °l ?D(1 I. t l null 11 r??pa? laff•r•°¢ Cemty, pout 1•9 u11•e Lb a t 0l Me j t. L1 r U D IISdIn.Y 101 at A., ot t. 10- About 1.9 mi10e soui .t si-l At- H1 n y ` 111. In lLy Ll Jk t on of ts Fomnn H.mh ':.t4. r =It -C r m a •.• n a il eG yar t Tonn .IN, 00 Gsr Ill. or to, hlg y b Ind., to 1m Ipi. 1e IO.. L q M of M• a ter a.. of the taco, l9 t.?s Ot' the 6ET? to Yltnl ...d. t f M line °l M' I,sFFIV' nna 2 r..t uM of n wd St. c•J'? don wit i t aa[d OS•Y, aGpe0 .. 2)7 1944^ •m l og[ hroe.na Lorth•..G -%I-At a, Ssff• n E »4 30 tb top I ..scot. port yr.,J.b tint stout 0.4 toot above ComcY, LCUtt 10 111, mucn+e t :l.m Stern HrKrY 9 tssm M. / r trouts. C11Y nsll, • son, )40 -, moutpr»t of Ysornay utnn . YL 190 X wbou 9 0 11 .Uth+•mt l0 Et.t. H3 l»t nnrtu,a.t 'r Ua+nsn.... ....... . , iDt ..I ..-b t of od Nb»o 9 Iraq Lb. 'lLY hm ° ub. liv. 01 LOO IW girt»Y, ¢0 ,1 108 -1 • •t or a gf Lr0- ?A boll 1 y?i•t Taw, np, roue 1.9 q11» miM• *1 f Uno •, btNn»y El firear 1.) I- eoY l.... or ...it• ...... Itn.•s ,? 1 ?, a.YO M1» rTiF-T or the In..... l°n °r Ids Iw: w D.aeb roW. - f A • °6rd trl°KUleGlon-eta clan ol.kf aGamp•a Rl. g. WUL a•011"'SfYY T,,"', o 19.. 1941". w• 10 1. by r 0 C Y D J sting t4 T 137 M g.0 mll•e uJL...I Al.. is,. Risk y 9 frw .bout O.g root • • [Duos. 14 th itl w11 4n ,a, •rrer•o. comfy. Lout :i9 Ails. } nn c t 4 T +Zlu° oT9.U. Iltgdwu lul t 4i Lne lo- N.4. 1 10rt towu••m 11 *11t d •A4 1 t } ?y l tlon t d 1•mO1m r 1 •.1 It tL. JU... .. st of Me ¢ Count u 1.U q1J• °0 arl0sa..•.t oleo T'-ny y Isom _ 7_ m.0 n 2 1- ? ? q Jrtf• - T t lln o, 1M OyOh») u 1•eG L of td. .n a lla• or M• °.4 .l 1•°11.1 Y»L •euthr»t 00 ir1• pul•[lon .flop loft 41' la.Olm o 0 u : r u .bit. reod.n rlp¢.o». llorcus»t nee., ue a or out 177 toot .uutp- ':1? I. oy or Imet. . • •na.rd d!•k, toy 0 R )7 1Y44" M •n 1' • :ut I t • o n ae stn, of • nltt»y, °i11 fact • • 01' • q y, N .L• W D 1 !m •WUt U.0 fWt oboe drow.o. Nr•.0 Lw-nY flee Yytlrant,Gmpa J fs.. ....-L 0, 1 1hl%1 d•v ! L,l MUt 3.l n1 ro 4 loo Vtut• ,Ilan.o tY lcnsu Ynet. In •LUl. °lsx p.0 1'0. 1 ltl)6 ya. °I 3Y41^ N •.c M. top ap o I I ....enur... Dan prolY Y e0out O.L x A NII t HP.1 nb 4 9 4..• bu t or imt • r tr°,wa. 11¢• of ?nldL.y i t It.. -f -I'- r0 dTClognmrLd N40 •Wtn. 4.4. 2 Port SVwo.•od OrtL•+ec pe».•Mt t Tnrna. d le tf• c Cuugt// 1 Ut 1.0 .1• • utM1+••t glom U ••TH?I?4 •y?r9 from ?? .r•u0l.y I:all, 1Ld.1 foot norWn»L et [n.nN3.LICU wt•t le i fL » atlgn )1 Twn.»0 Le lthsa.L Hume, Ya+s[s•d Levsn .t 7-t 0htlm rut .ou44 rot of . pwu•tien1»loa . 0 strw blig yol•, fld l7)-7 Y Iwo ?a.t;h,' ( 1. r3 ''JI lrYAL M yL 7nvv:a .hL ,. •yu yrn su w ny WvmO .v a ? - ] . • [ 307. eboue 1.1 mime eluthma LLOOg the Ugg:O worry road ro cna Sncern.. clop al • sate H "., 9 nt yanr Cerwrv, !4 . - S t s.ucpenvn or cM Oantar llne 1t 3cstI Mh+ny 9, 17 teat m[ch- ?. USlw+ogesmgL?nl dullknYnoltlogNSllmad M 1111.`InnC nor llCidadtgdt Tart's: von untyr a wa ]unatlun or n ed lentllnd auic .u?orG 4 15 feecdemi ofrcAStO?s'catrell.a'ornnne el oft Towne end4saud?'h0.3 nd, _ _ hN. w.dau "'don •t.""'d 'of...noe-mark ollesr vamp- IS H4. 2 1556 1441. Om a In ttl• coy of a O..eeste Doe. Dio- leas north of a rood olPn, u.d 2.2 bet a ucTi of s wnlce ooaev k vl4naeo yogic. ` etnndn tl dlnk, ntmyee 'N 2144^ and 1eG in ene - - ? J Ling shout 0.4 toot ebors ground. wp of n .... rn a poet yr.JnltSn. about 0.4 tool eb.l. 1-dol. 9 257 --At Yort Tomeene, SI r.rodn County, pout 0.3 it. Gn y wn nl a i+uy 9 from he Icy Hell. oLpoeSte bl'f-".2 2p t -14-It wll, s.u tees n r penes of the ww.e d t of he user line or tole h14b .y. d dl k 6 9 357 1144.^ Awut 1.7 oil a eouu Wo II In. lomlmd yerry teal [tom c6e 1 vostop of Ucnce ?111lllwuy 9 o Your C.[n1re, i nd ewr... ec -lot:, of LM June LSa, at cm YoFE^a-d-sold. ` 1 Q.w it.. co .It Te.meen ' Ir PSeld. - -' - H 357 P To 1 L t reo. Comty, It the Socer.ee- 1 n t H Z?l37_3 Spa er In the eeuweeet [nee et the 6 337.--About 1.3 mllno n1u hems .lung the N-olmd 21111rood from na lnte re^otlon of :itnte Nl`Ir rey 9 eG Pew Carnore, Telfaseon _y noll, 1 Soot not newt of we couch Downes, • d 4.9 r.vc L nignei than S. SOwelk. A -d- disk, s mpm "g 337 1144^ COmcy, Gnacee .pout U.y m11a m n WouQ CnTT'ru ovnd so.d' L Fort T..noeld r n.l., It Ghe Ines am at a fiala. nner t6a It a wriloelly. m a L .I one I'. `11 . r , ]d roes uucnwac or the olntoi 11na of ins n 11m, w1.) r ....-et of 1 v u no- -. 0 5 IV.U.H.e.--nt T a, Sst[erean comfy, et the !n- - c Glou of ,e hingta-Ti f .,1rvn. .C he ydst o[t1 e•. 50 5 Is G sou ww.ct f h h t o-I of Y.srtl son 0tss.t 1) t c rthwn of CM no[chwai awb oT Nnanlvgwn n`sesG. 2a teat Gh or w• •. corner f 11:.p o.1 eM... nod to h. • ut.- I'd or a ye Nm ddl. e A Coryof Cnglnvar•, V.S. Any, stood d dlvk, -tl d , H... B-3-)6;7 3G3•^ nm 1.7 teat nou . or a w od . `tneen yogic. w a wl.i L th dIek, a myad "vc 256 1444" and ens Sn e o? o[ .on.seca`ya eL Drolw41dS e.ut U. foot .Love groom. C III;;- AL Yor4 x.wne.ne 'Se 1 1e1d, Set ren Co.mC4 13 feet aei eLe eau enet?oo rn•sr o tT• nm; euruou lp e L I oulhw M to. won o`r,. r of ho uana. o4e n--- to w. ., otundn.•d clek, e -l -X157 1144." 4 _ a 357 AE'1 i T.vne•. Tet[.sodn ComGS, et w• ..Heal, to n ooh t T?Tr olc?talnQwrri `n a •wn [oundnclao` 6.4 '?7f L -.S or w oeL edge at c4a a bnsewnc window op he vouch ld• of Gn Wilding. 1.3 Seat awt of to. e.ath.en ...n II Q, bd ldidn Idol .mui 7 Cost spay the gsomd. A ewmarddlek, Lmym "t. 257 1144• end .a v 317•- -^L Yorc To wnennn i.ir YSe1e lefiaruun Co mtS` nG ouco{Ialoe .f to ISe ulcn Oho oat oe oee. f Gpe nar.?.a .c chu to aloe of 6o flnlu, m1 1.5 tent .sot or I Ill. u vltnvae Punt. mvur d1nh, L.,uy.d V 357 1SO 41" nod L 1, tn• coy of n don.aaca V.eI P"jd.,,nJ ...I 0.6 r. b m ,r - " e.eo I.n.r about 0.7 011• - pp mn . In P 337 T L ale L T?Tdltµ; o Fore va M•o frog the OOOUOl. c a 37 teat woo or he a nt r It.. or In. in nd 13 t c 4 or 1.....- SSao of In. ere -e d•w•t m c . h of a r • [ • Onur. 1.h fw4 •o Gd or w(tv.ee we. UA nnldeM t m1 2 Cwt :..o .1 a+hl to d ? cv u1w . L'nd of cl.e •rwr tiro. g 357t 2.g mile n`[ L L 1 ne Pour Corn Cro am tram ue tarry do.A ac Lordlooa Ei•J [t a1a llsCaupc`, n S- rood lncernaueion, 32 rout en?,c ul uanC•r i t' nn in 5 ?y - +R' "• y ya' t . w O t etmy d "P 257 1544^ dm eei to L• top or ee. ie is yo.L di k y JeativQ spout 0.6 to w V d. U 25+•-•Ont yore d J t( o Cooocy. ec t, Sn.re.o +0 iSao t Op ii) and ilaT'SL i C? Vid1 cn• theater,' 333.SwtG s` oo th I [p• v to yr or #. g le bn w•.t Or of rover z) Y.c no[ h o: e am r Tina a or no 4rr:v.1 cool 1[wu11ng L, 1.6 fee.C vent o nt1tane. td sr d 1.9 t•o•L bautu Mlc. w tle. wltr nee yeas. . dt.,anr dl •., •tmyad H 3>7 1U". and net Sn LnI toy of u ..t.retn PaaI In .."t, hour 4.4 to enovn gmw,d. - - ' L ' CW y..te.ec. 24.3 1— h t Gna • uw..•c eo ar at she gI.. uw. I w• • uto wi a .t or th. law. So Ntcod oI a do .done • Aloe en .ily -d u ot e a oo a gmunl. abg, `eGmpelna Fpsr w . e[ od 2 1....'ul L punt ^U 2)7 lV-' L 257.--About 1.7 it Oe uoe4Gwwc 1116 uw F- a eernare a rro. Inn erry doe sc I:orallml yerry . Jatfvreon Cum LS, I o 3- a Sntorne.ifan1 e4ULYne?fw[ t 4noun4e. line of ttno a 1m1md n . )e ...t n r line or we ` 1wa1nC + 70.5 raec uthwwto na or u + u u 6 A c o'` wdi n ' - T! LL ( ro 'JOeden. Ietr•r.au aomLYL on • nt along a cn 1 r perQ mu, a1 w+ eo n re d[`.•rrnaa• e it 1 3> Sta 7 r c .w igr. r Ina .ou pw•?L I. .. 2.4 r... bo tw g - tan wd dl.L, .1 m .d 7 19)>^ a. . t wart.- 411• em i-r tlon..ne 1, feoc no t u te w wu ill lllo, wild... {tlec. A a w 1era oi•L t uy.0 "L157 1114^ and eat 10 a cap n wnurace 1th fro}o^'Ing uont 0.6 w .o0v C and. 4 3>7.••nbouc V,d ult. along c tour Corner.. d Ir.m n. brig d.ak ei oteb lu?dl TYer tY r•rMrawi corny. .c n i- — It . i e4 r . I o:o - T ' v ' ii} '•1 "1 - r1Ge1 B 1., t vows , J.fbrwo dome of •on.i' e? d•n • wu 0 s 0 ..r .LT1n? 350 boo voutn bye t or tn• do-M.Q bb ssl•`e4ou..Y 25.2 cwt • •. dt tw t r t that+11n1nF ., 1).0 I• v r o...i own he 11 L.po root .`ld. I r .el t.s ne .n cu nrv a g.) I•.t eouw- t • blurt. 1o .. I r Gw -U" e or • pSP• dun[d[nit It en. n p or • o no •t. Ol1a:.b.. ) t•.L In d1m......ua ... t 2 r.•c San r tom to. groan.. w ]-14m hr.e. ItuC• tt,• .lu.l ).--Ae oe IoM an, lerbfeon L•omty. on wre t p.tnl- iii Ml to oor.,utY.nw LL ro w. oawwn a • f 1k ; ld• 11 n d i dln 1 t l? C d W lux c Old . I . r 1... tt. 27 r h el oe. I" I* . . It d, 3.' feat .[ n. .r v po+er-trw,mle+len line ye dill, 1.7 I••t n n c[ • wult.n 11 lcn.n. Do•G. ondnta olio r, m Y d •K 357 1444" .1. S. sat c !n Chu top If a .odor....... yeoJeaeing about U.4 f0ut .boygr.w.a. I R57.--n[ loralnue awry, J.lreredn Coau`Y. ch..d co .o 1 sue Y.mrow, T ut ?s7 Ie.t nm of oa aw llw a' Gn• ro•dt. le.nind co t e f•... . I. Y.. Y..4 ......... .r to..o.ttlw•I oor r oY e u wet. p euypOreSn= en `nnb•m Lolding Ld• O•bl•• pd Sn ne w` .[ ^ .LnO t 0 na a` h. w 1 . or plod[ Ot a ewle pun a. uvJUro a1n., a wya ^J 3>7 3Y4L." .. 4 1' q=?N Z ? ,i ' jeo w Ler w il I•e norc y ol• e wet wV A4 • t' td • md. m.wlk, Snw..ttG+••L . r of . o- wt• tW ai tand .peat 1I— "t. w• ad-" A . ndd.I. I,., .••u ^f 477.s I T11 1 3.--.4 I.rb [•ou .-,, o, to. •. t .n l- 1 ling aloe.. ?wt • u'L I or n. .woos do or h• tL m• • wfa or ee.trw.d b.l-41l" .I. .7 `.•e e to or mm e.uc a ?i w. kround.•LI lmy n wd•J 1Y23'r r.r tladalymv u• ..• d Y ]>7.--AL 2n.led ?S.tt.enau VounL) aG Ln. eouw 1 lnl Cste o! t?9T.uvY ?n•1 el3awon. .` tae udnd ilov of g prl vuce r.+u leudlne •m J1 Y It . u n. of t enG•r 1! a or • Dw.a rood, 1).> te• .•.L of I. ` t•r lln. at cp• "I'll road, ).4 f.•. .ouww.e[`ol' •,ul• s.? rwi . r 57 1e • v1Ce wooden wlum•• yo.c . a dr1. mmp•d ^0 357 1444" ..do"* 1 ••t to Gh• 1., .1• nOrv •`p1.t D.d}-lvg .that d.b toot ..... , dr.md. S A 217.--1c natnn_? Sn_ne, 7et'f.ro wt C..t,. It tn. .-h •. r? T 'k S ,a? 1 t y d 1 S1QLL 7.•-wt 1. 0 J.t!•e.on Cowc u .mh.mue yr O U a 63U f ut W' 1, ouu C6 (, wu S3g t•.e p o t of ". .n a 11 31 m all,{nt of dl -0, n map 'a wal n. up GO t. t mWa• Soo L m mu• .b la • n fth...L rue. tn. 1y W n. ottoman dlnn,`w.ptHa "7 lYt>• and it ly T16 1 1 4/??.rore?n .J.fbrvo.aty. v • 1 al g th• 1 -LZ63T t .4 I Y t tn. lpo.drv`: or IS. err, I..t. I r• •, hulloed, '.1, ).) r• 1 •o e1o or . .If .Itn...1 oor 4Y cwt w tut •n •r 11 •111. r .. cwt 1 foot •oor. tr yau.a, . I Id al•G, •LmlYr}` .m ••L rwtla all, , et [?. loud, +,1-u G iuSIA uw•u.e along D.1 s a from w• in g14. or t4. U.O. i:ery3n.G.13.L fovr 3) f•a1 that o p• orwv.•t g.t•, 23.d r•.t .-o of Ule e^ Lee lln• [ ipn waved lNd, 1.9 cwt eouw er fns • In. 1.9 cwt ee t of + ML I we0en vltn•.. peo1. A . endmtd•al., t-Dm "w i)7 3444" and 1r`ry wt to GL. wV of n .otwn . pwG pn }•a tl ng uwuc 0.4 toot mow F ground. tt - C z37.•• 1 na tap ??1u J•tf•reen County wuG d.S mla•.. rtt. Gory, flu Tn nur?-una-.wu. eo.a rnd In: in gat. r in• V.:. urr 1n•t.al.elon, dwut 0.1 mll• loath ern Y•rom ,one- ilon. )tl.1 rot •wt Oto mwe aln• I tM ofd. In w• v .L r dr tw loft. f...... `yd +. 1 r out 'In { Y4a 3 0.4 t.G .r •wi of m. ww i •,w. A • A It aJ.k, .tmym ^57 1944. ? p{ 7 7t "' {?,'3 kd 9 y `3IW L IU... g. l.••AG ?? L'y? w, J•[t•soon .mly, On m• Wf+11•llug w. .me.?Tn uTIT ppYw n n at ....'urfr`S M,la allrlII d1Y, 13.1 Iva 00 - ft .t .11h dr to. wwa 0 mar or t r pale Y ld, u f•`t • or • e e lip. or tl.• • n 1 In td w hd• .f t.• .w rvN lvl o +.11euY • .m•1 1 n• .•0Ie• -l .u1.at- 1J cwt oedw or %I, -d .m, -4 5.0 fan wr• en ndor. A -.. Had., -,d •d u 6.73. IOdW.• to. ? 0 237.•-AL IL11w 1.11M, J+tfo rvev CountYr .bout 1.3 allw poles ..of to. !n netw-m-.out. n.ol rnm 11'e vain gwe f tn• U.L. I:.,1? ... LL1.t1.d. I— 110 f- hn •w of -4 iodine w••t, o hula ollnd gig, iq iw .aut4.we 1n.[ or ". 3omina p3.Lto;m. Ll le.L w L of n. 1.n t•e ilia 0` tw 1r! I ram, and 7 r..4 0 w• .c I L...oum wp Of 'I..ou d Goor. . 11. .1d dl.k, -.P" +0 ]57 1'544.^ 4 }Mils. kY { *,: tn. mar aloe. . 11 e )yyyp? art e• LL• owt•r or to. lut•re. •t lov or 0aw eT'...gf y 9 een•iY. ?..ralmi Y.n a. 7 e'w 0 257.•-wt nd I• . J•fhrvon.uoty, o Lh. V,., 9.1.1 W . lU. r •. n.2 aSS a on . `0 0 l.al N e t rrvm tl,• avivl.i+.lloo W tE w,, a u..mwO to. a nalidlu. dj 1r woo ], lI n....A O i r f the twtto. a Her 1.w n h. w•t •nol of 411 le.ollvg y1a11.~t at In• .ou4Lw.4 a . d• `f' wa4alldl ng r'm1,b14•f •t ` of tnwe.i of t uu lunw4 m nee ur iw Vlwtf.m. A nmolwd ' ,41L t4 w? dl.Y. t pm •0157 19K on ?A: Ty a,i k ''? {_.' 1 ,4?.? l..?nT•1'?. it LYJ?'+;?? thf?? 1 Yn.C+ , 4'AiY. .,A .7sft4w {' y , f+ i i"? } l ?i ? ? v mrw n.u?:aN{t,c?r:,?+ ,J.?;ti r y.yy, ?I? %..a. .rxe+:.a • ? ? 3? ? ? "? r. _? ? ? "?a ? ? . n ? 1?M ?? c ti r } r ? 5 ,1-: 1-? [1i ?a H 4 r ^ I? 1 ? ?? t ??? ? ? r ? 1 ? I ? P'Y y ? ? ? n , .n , .. i? d , ti?'? ? , , ?R ' ? ? ? i ?? ? r i n , ;ti f?? r ??+ ` i i? -? ? 4t k ti "p ti ? z y f ? ?,, ] i ? ? 1 t ; t ,? s { M1 ` f ?' + ? 1 l , ?. ? 1 ? ? ? ? ?'1/ ?? I Y _ '.? rH ? ?I ,,?1 ? 1 kl ' ? ? ? ; ? . I? ti?l? ? 1 ',I ?.. '?h).r.? M ± } > S -2 a r gVM. Ad ueted Elevation Metere Feet 14 M 257 36.828 120.827 r= L 257 36.579 120.010 K 257._ S 257 29.432_ . ` 4 ' . __..96.561__ ti 1.5 2 5.059 ?. B 257 18.441 60.502 A 257 6.179 20.272 C 257 59.782 196.135 D 257 46.215 151.624 .. s "f G 257 13o.87 (A.Co.) 41.170 38.246 135.072 125.479 r° H 257 37.160 121.916 257 39.480 129.527 EE (USE) F 257 37.737 28 982 123.809 9 08 r - ° m . 5. 5 F thy, Y .+ t ? A[ f 1 r ?,M^ C ,nnhb,5§ 1 ' t! Y ?'L7 1 Yi.. Y s %i it 5 . 4 k ? r, ?? Y yl ? ? J i ?r 1 1 1 th S?' , `w? { ry r' r ? t IN r 5 . AMUR - ud3TED -AM COAgx AYC OIODETIS SUEVEC Bnen: gaa shat-I- I...11, lvet. - . l7o. tl7?A.C0.f.-;_7 At Ind3en Ielene, Ssttecvon County, on 4?e U.B. llvvol ' axipe rlu our IS toot no pot CCe va- SOlnl.tr.tion Yulldind n 77 fast .It at pe III er line l of o and ppon. !vg Sn front r a pu11dIll,-ac 1111d1ng 70 (tire eta[onj, - ]a•7 ..et. I.rih of G..... ?ee.t kaide., 37.9 t... a of na ou ?vsei ooruar of h. flea-croa garag. em[an.lon,emd 4.1 tv.t - Sroulsa• [rta .os h ntld. oC pe pollee- Qom door. A G„eiene-Snap pSW 11on o a I.- bronze Yot, a .11t. 11V 1)0.87 Y.L.L.W.AV1 1 CV.' u:d a In I. [oV v a Vooc pro Jaat- Sry; about 1 Ino6 e?mva gevd. - '. o k e 11 137 I?vl Inland, I Ca cY U.S. !:n el f e p lldlvg I !r 1 dlry, utC vt t.,a etlml 1 L 1 1 S j 75 2 teat [ r p h )? f Y p t L t G Y L N 1 1 6 11 [ to i Ch e111e dl og [ve[he ! ? r r jjj 11 Sap d d1 euY I( x57.194..^ E 157 I Z 1 I fI r rC n 12 on a?w1.5?evvul Ingo 1 r7?e Z 7 ullea nv p elovd [? tp- 6 t h 1 f th, U .S. Leo Sne cal LC Ovu a i ull t 1 1111 mr a cpe ro. taom ?ip 11 17.6 S r ? 11 . of ue roea, d 1./ f L. t v vo SC p :. etnwer dl t 4mDa6 E 257 1944 Itti It 11 a Iv t., t aposate yoeG P 7 oe I— Spg pot 0 ! ve groun6 l ? d ., _ ? .,At?a,uy R? _ k ]? s - - EE M IU B .1.--ALVIndfw I 1 d J It roan ComcY.o td U.S. 11 el G i a resat ?.1uuu?•y Cx 7 11 . orcp alwg t mlv ? d u rt roa6 fiom trt i t ce. U.B. Neq 1 33 1 .about 1p0 r notihoaeG yr pen n wet 1 157, da feed . eat of "I lei calla- dcpcL-G oed? god eploutnlavaj ',1 [Si irtetro--cp- n Cop f izpl ears, U.Bf Ar? ocudera map-nvocral-ececion diet, tmy : EE 11- sdd pet Sv y of n cu a Ywt prolae[SVg ".pout l i... Irove aroma. ' 1 _ "M .sF„ w i i / ga Y E5?•--AL Indian I.l.na, xJvffesaon `ouvty, o cpe V.B. V-1 ?d-eou? aas eAut-7. mil 1 nd ine ualn r - , n r m rio.a rte 1` gnt t I U VavC Snoaftelln[ lan` a diagonal v Y1 1 L C 3 p- o= the eua t t?a n w(ving „ 11 x 5[ d type a s evd, ova 42 jee4 Gr[ oeeNr line er c . roea.t A . ndeMCdfat, atmYad. Y 257 1944.npe &?v or iv. llw. - . .? t t' ySyypp11;F,,, ..ff t,. l M 1?, 77yy^'' 1qy ?q+t 'fig' y I ?1?N1?". _`IJ.'?,?1?-LW'.?•f.Y.?- ,,.. IPP?M'.. "y ..t' ?i? .K1?G... ?.9, r nt.V I p - ., 4 MAC 4 x M III' ?Y7. L Irt,?"?r8 , 1 Y `- ??,_?ib[17.d,,.;,s'..i.uraa, ,-.r.. '•L. ... v.u.wauW,F.L'_ r'? S ' . ? 7'or [Jdml baoW ,matt- bdo d fa It. 1 bign 1 dmWt 11ra Lw ormHmblobma?i r pan N 27 ,. 46 Noap, 9npceeber , 1946 25.,_-Abel[ 0.7 llae nII ...G nlontl ULn[n Iioy 4*-, IBIIT}yJ CfAiL7 C' NU L ULTIC OVnYEY do. oho h l. 57 teal nr rc foweena, TeYNieon CowLCy, n[ Y - YJ ?,".Vf'agljj PS a 3 ell.- G TTI. .i' eaot 0-wfee aw ,. ' ?ao J6 h alas? lC4 tae[ o w lace voaen wl[veve i Gv • a m Gpa r r If a inta+' Nv nLL luga of Qiunhlo we4ya 11.0 C e nn a..- uayw ^Z 256 1944^ to t In cbv toy 0 4 ..... L, Rhl '11 t Ll 1(f µh y y from Unvu [o Youi Cvtneie, .......Jae trod nw G 0.0 .....pave .... sPur .. (A} a Isom }gut Cotner 1 1 1 k Go losalnna /airy, n d n rand It.. to i'ort -o...d n d Poet :VONun. S alw Ierxm i i Y • SIyG to Nv U.H. Nurnl wEnxSpa. p A D v 1 L nee HSEnvuyvQ•t } a Co3sen.:e. BnPUic Tow- Afro 56 IU. s. £. ).-- bout 6.6 al.. ou Ilml alo ng 0[ute Hlghe ,v a Y a do YSn3o0 t u Sep.mbe: 11 [o way 9 L it, null nc l.rc Townsend Jer[ereon County boll 20 194e ...... t N i C1 yen Ti., la in to 0.15 mil tt four Cesn u-?eTII} feet 1. Or n d 1 - tY y 6 g way 1 tag to n Tr a dole. about 100 flat net or to old Ainn' y ]S.) r n[ ...I It [nn lancer. l ins It R1 G p dvuy, 7 3 L _ Y ° t v Sn [ 3 1 y Wm ue, sae ^Tw1n Ion - to, van. .... of n lu-Snot ar a b [ 1 e Fyt I i pi A 3 oar my Ghnv Nn bSeheC?. x Carpe of EoElpeern V ey, m`•o0. f .k U 1 IU L AOO 0 7 all n h 1 tr 3-nGntlon die A, yea 250 -M W,iL a 1n ho ff '4? d > 9e et U-, ?vt e`OOU CouvncnY a01 fro GoP or n oooorn ng about 0 A 1 land po ground. 1 t .. J LH,j 4w I a bout ba Voet pr.l ao G1 1/4 ml+e [w Anb [ o-GUrv c hr nor Naae c a of Y 250.-- lL 5.7 moons eo t-.I olwlB Ciatr 111 lgo-y.I from Nwei of LEa vpoibdw 1 GLe u ,waOnN hAgpwby. jU seat fps cloy hell n F t 3 Towe e eud, JAT.rtere.` C.uneyo, n . `u .bill t r 1irm.a Lrn. , otl.5 v oY n rlvuta m o 1 T, C,g . (ee w v4it. b..1 i,•ntl t[a fee•.t 'Y n.Sth 45/4. u r Lne ae line C nr 1)b ual l`,^ SJ.: toes n A t c h164•ay .Al0l nnc larch ui do a rtter 11v.. of Lha r [F ''.tjt p a.u La, Lo v ..nr lino of tpettllgGwy, e?aLfoabu nor n L o b [save o i, ).5 -b suet of N o '`a aDa Y lulgl L i J h ? 1 'a nieGl.n noon, 1.? YoaL no '.p o3 a (Lids wooo.v wl Gn..e 1 ( uiV°Bj [ L,a t; at 1 1 tlr Y yo P Jeacing dolt, tomPnO "Y 154oot to. ..I too cAe wP y et ([rk -' CroJo.c lag about 0.6 f above gro a. Y 9 ft., I (U p ?1 b 1 it ileac ulon6 4Gn[s hboUb 5.U 1 t Ill.. 3GSte II Sgh y q 1 It a Ii tY S C n Conn[y, Lo te u. Per[ ion no r line or Gpe kSev y n Jm.Ll.cY W lung tiu U .. ,fin eee4Awt[nae G oe ofll plena somas ZunSlry;O.ou[pee Y lu 1 ?, k" - -T Lao .i 1L 1 1 SLAroe y .rm"I zl G w .1 cLa ball ° e . . 11 noranb a . Jwmcto. trinndle, n.a t feet /'1 250._.,,b.up 4 1 v w.0aen wit.. "I ..s naytb I co w Un1 [xJ Matav OeOl4elanl L •6 m lu .. 4 1 e Y 9 I o 'al u, a u.1V.. T 4 S1 Ly4U 1: nn. o.c In [ cov oitr r toP v lay Loll eL orc?o sue ,. T r Cg E 111 Ill So- I_ y0 ac ysoJno[Snd about Y.2 foot nmre ground. r inn [n ceeAllnA r 1 L J 1 nd 1 .clan, 37 r 1. Y ?ou[ 12.4 Wieu e p W ae[ot SSno o3 t ll Y d 1 7 y Y7 r 1 0 111. , u t 0 Wld Y[bl. y Yr er Ill.e oY wl [n toe yont. :. lt S - 1 6 35e ly 4 J c 1 lot A J ,dL - q J 1 tl raer.3 LI•v oV w van0. ncu Plat y. aJa 1 f t d Ouna.ll// -IL M. L.4 1tl al.. aA . a b`o to Illb Y C C m L.e 1[y, d B 5Y to 11 WI n!`4vny y ima Call nt,&r Touceard.VenteiLIt Y p LI64 y ) .etl So- V a Sirlaeu r - a a eenevian. .:.4 J f Y u u.Y mile 'S7 b1l 1 p Y 1 1 5 r h1 >( Ol E -?- i e Nn noscpwnnt t`p{ L 3 Y t t si t Ln plghrny, Gout ).7 aline a u[4 e. nl _ St N3 at . It ..I d o or 1 yol bl 1 5' r e wdl cn hall at Vort Townver0 AplgLnny v b0og 1D y19 f [hnnUrlage at. ((( St. 1 V 1 r t ?'FS-RS'' too .1 W A 141 Hall AA D p W D 7 1 y - 209L1f L N ova rF at. - H J-(U L 1. J 1 L 3 HIELLrey . IS C 2rY tU '..l b 11 i 1 t ¢ile l Y Loll m l If C Y 0 uc 0.1 I 2u Il1dh yY 411 Lo 1 r Ip T J fie o r t lin an a, N.Vn=T? 1 47 loan sou v - l? 5•y .at . T, 1 it n of'1T?b1gL y 101 U y Gpe ca eo e O. <'/.5 r 1 e for llv L[ 44 C Gtu Jtlvotla o. HLa1e'jilt 1 5 E. 2L L r[p Or it. as Eei? etas n1Yj? Qywat GLS iqP of u aunll a nnJ 1.7 Yae1 all. or to ISlghrx• f p1 gnvew el Wpo.[, n ?ib1G 1 nee yvab. A C.sya a[Etglne• V mY ova- 4 11 t t J 7 ii r . ) I 4[ v 1 V •Y:tl.Y. D-7-76^ nna ea In GI y , 2 L L t f h1 od 1. CNVS or kctlln- Sae[ P J 1 g .mui 0.5 root nUOVe grown, rat P tU Loo P E P JS nd ?uA 159 194 d In [na g About ).1 W+en eau LUxoG nl 44 III dX Y 9 t ? !Ly 1 ! hull uG 3'erc .Arno nna, .sell( lin hl y 1 J a loo wYt I O Wl g'LL J 1 11 .d al g Y S aLr u P nT... uoTn' ,I at Rd, t „ f. p ba_._'ib n. 1 tl 11 f 11 .f 4 eeeG. l - T-G1'- )u 1 r S III,eJ. -9$-, T 357 b 3.7 mllna euutpwoat el ad. D[nte 11i,h ar 9 rrom U <57. b 10 tl W1 } L 1 *111 11 1 ad 1 fort Tern nna, Tetf. non Ilun[=o mat 113 r e ry sW, Lb_f2o-rii?x nn?igJettn roll County, ewl?G 1 ytl m enaL4 1 -LUCro?o JInotion ofr[ o elaed lag n uN, dil 3 I o-. wu> 30? a Unvue, vm pa v.rtp- 1 °n .[Seale s. d nualnU n0 p `?r em.ll .A1Cded an V 1W. n ^Im alto r .p o Twt` j2 fret vostn- mane 4 t Gp Y ne OwGei lluo of tlu p1 ° ant h G llartnaof [o va tent ,. r)o a (1s, or. t 1h, 11 f Lywh Sg W or """' L 7 rdwe eG of a r 0 9 G V 1 eeq.a, d 1.6 t t f s wd1.e ( r y 4 1 L D kor I , Pt g 259.19G4.+b0uL all 1. to.n`o, o?na aD dill. Gl uyrO T 257 19 LI e a [r[r[ryyy d A 23y O0 t lU 3 lien • tarot l d Le It1,A y 9 f m j -tk Ibl Y[ orl d,AJrrlrrw C i b0 2 11 _ H 4 (U S - 11 • 'b 1 9 il,, aol,tw, al Jn7Jy ?W,eo y y > 9 ,'tT[h r la t x f p ?'Ca sill ,wnYS 1O b y 4 oT r from ?Te Jnf[eeeop C rr?. Lo GTi ` d I lu L guFA w Y t M1Aiplun0- 1 SI d1'J p ?3of ui °L ij M1L or : L1W oy. 46.? of ese sae Gl.nrGi tli0 C nwenn •n P r d n/ f o. hlgpnl Y E enter it., [ly Llx ?Sde J L! t?, 4) 2 :onto no p 0 pe e lnx Lpe V ° 3 f ( y f All f lpe L1 I.rLY.rava L rood, ep{q Yi )6 re G [p a r l lh bl, > A t dsrd el. t, an amp nd •A L. S.?n a 44??lpat b.4G'+1C!_;nb 3 9 toot w L o a ,L 2 9 xv"4( 3. PP1Gn?Ay>gry V 7- ..1m SLd t ba bI lgnaa>. AT° ar ku4l n.arCC V J r' v [unto°. Y.B.Y 4 )0 180 OUO• dug oi•1 p 1LOD At C A So 1237 A4o tt 9 00 all p out6voG alone D1e Ln H10-, 9 rr0. VOVG .OOVA grou tb I! > A f3 rnc' N. ]?Ton?l'a p'yJr[(rleon Cow", Ib:.9 all°a a Y[e1w 41 g W G 4 1 peA i y . IllehraY 101 V?ncy? G t iq- about 1.9 lane •>utu c Wont + . tl f ho.w t• Illghr y Y om Lbn ally?l1 ' 1 l Lnn u 9enOp rroad, 6U flat oosl c•Af n arose. pill n +yertu nxeM, Ae se a1n r n p1g Y G h J SAn y,T se rot qo N of 0 t lino or Mr road 71 lac )-7 nulls v G. Y 4 0A• trr lfnr or N 1 A o>, aua 3 t?c u 1 f wnlLn of toe d f uoom [. n0[n a 1 t xtwpad 3141) 1944 N f ors ^Y ..a I iLr loD wv e a Garth...[ ... T tr n 4 fits, ?J.d grod• f . ao Lro Y O,JratlLw xbou. ., rool bo a Couvtay, bout 1.0 Wi. lout lLwn b[ W 'CT i'11T j 9 t t?e ,Y,?j•?+' q I ally W3?•...It 540 rne. .ou N.x. f Y r r 4t 9 (4 1 AOOUt 9.0 mllr..eutMa.t ion/. 4tete Iilahva 9 r- GA Olt Gene nor • Q trwLLl ". v'icy Ltrnnt, W a ut 10+ nr.It eat o.Y? M.tlo rra ' i Yx o r nr 0 ar 11a. t . gL vy, 1 area. Eoo 0g lot t 31 t tC s ipw,...,W, nb4: J,9 all n. nu ([Least f y, Wgdvay Y tlrr nrO teoG am 1.5 trnc wutpuG nG Of s while rpo0en w1NO4 -(fir T Of Intesrnat ion of .M1a Iluuuu 7 Gdo wva, a G 1 S r°. p A a rod .11 1,Yla tloP-a to clot book( stamVna ,T..L. tldHi C Y g 1 4 r 257.ll•vta.. Y`o .llo w pre.G WuvG L[at• M16awy 9 (r0s seeu11 . l0.ln tali^a AV 8ruuoaf or toy or a Oo a at• VOe4 yr.ln..... tM 1 y 1 Y_ _ 'o.nnrlW,AJn(ferwo Count`. wut 4.9 Wle. N p T -1T-FU addAwu lUl • V?J VV,, aG LAe 1A• n Y. 1 t-1 io uexm dorlb...I Bean --At YA lgwL? q •rf , r retlan Otrroaa. lnea nlpe -,11t d Y., JU.yOT!'?r nt .( to u Co wity+ e u .u ou.ArnG allay, "ix 1 y y (tom .?rr]yFt . 'w ter !l,• u, rp11 .:May 11 1 rn L .r [b. t r 11L. of tbn Aolty • /l.3rr.rLw.ou thwe.4 of0 irl es WeGl.. r lo. 1014 rnr t?, r LY +. ?j 9u 1?` l ?. d l ll'i J S fart m to = f e .Llrr w e xltceu .1 mesa Vol u,rut nn} 'e .flbaa e A out 177 fn eG .oath- %%YY A do 1 M, ,M1 W N bl k v.?iW •'( 37 ly 4`• nLW olnfm Gd ee tat Of xnt 01' Nn u n ri sill o On A?LLLVey,eel fLrL a aua nh W u J LlVUp Gu r w Mr..a .w0-r.r lira uraz.Jnlj Lana nG r t-b of L: v stns r °an .! b. /.u Winr .outlu t t 1Nenn o4nt r. a .t Lay r AI ef.nn.n•uets 01.., tmeJ 1^10• i la )y d et 'uW , , a lt lonenla L yo. pr.lo Gfng bout 0.4? uu c • : 3 1113 I iu'TTy-t t, ??u 4 J ? pp??ee???? y norrN (•.boveAruuW tLa ' a r ??' aM'agt0. ay In tr. uetlOn of aaa to OTiI Y.Y. 2 iron '•b nrnd I,ol'N...Le nos --Ft » L rod (nT jy, f (non loll[ .04.. i.u m11.. Y h,or alo- u . g.v. ai 1 LW eti, Loll 140.5 flab nnrqun. ur t[1eu,L .L1 [Lion n3a Y.r4 N.Nrn. t' at +et lNOa, aria elbA bur r^ eG Y•mad June on 71 u 1 d? for .nuL4+e e4 ur x ylwar-t lanai. (ton a d etrna tali rht Dele, lobo- „...??1a) j _ 777-7 i4,S6' t>T ri,"r.,.t dra'^a.l r .arch ) ?„'. I-AW k / y 17 ( f 4ll d:4<SA51 M 7y I ?' 4 lei nn - ? _ 1tiuryt ,J I.w Masi or h12.:.4 df:r •m4ru.ede Jr1I ti .°°,•.^ rL1 .W .ua •••0Ay erM+ootr ///? ?/?5{ If C •1 tl 257•--AEOYt 1.J L Kv?tf?n feet a f tM cafes 1". of DGta BSghway 9. 17 t/or An, L t line f vel nu. 1., 1. Ind the AlaTownsend, 77.D 1 ec tnf Del a line f t=6 fs ey toad, Ad A to, YSlw uk a 1.1 0, Yel if i. NAi`rona. eM 1,4 toad nos n.- of 25 feet t f/faA line or W loci Towawvd d 0.2 d n o whits ds1 ICneee LoeG. ., a ,Hoare rate[enoa-mr.+k dohs, a mD- Llot vo eA o?' d 'do u1,i", nun 2.2 teat "Ith...I at a At nd `JU• 2 1tl54 1941• nM eA In the top of o o e pMt pro t vit.... I.- , etwd .dank, n mVad '9: 217 lynL" ena br SP LM in. ing •buut 0.4 food Add- gtomd. toy of u .ovdrn a plat Yn )loth, about O.b DAL Ab. tliam0. 9 257•--AC ,It Toweend, JArt..... County, About 0.5 IT About 1.7 v1lOb eouu ideas Liao 11ra1And terry Ad from ou ewaei alonb 7 from tae Sty M11. a`noel[I a ob dnc. ..d An or :Jtnte Ui dim y 9 Ac Pout L'.rnare. t Ad •urtnls - t y bluff. in hs t p of c en well, $.u teat o ec t the At tea ann for of the Junatl.u o! tM YoilTw4-d?iond. .. ..LLwe a d. AM 24 Seat wu[nenet of he a r 111, or the r 11ne to .It T Aid ..Sr lieln .. Aigbwnya A et.nderd dlnk. etnui•d ^D 257 1y64."¢ 9uu ow ° A 257•--Aort 11,15nde Cafreteon Com Gy, et tae Svteraea- / C 257.--About 1.). miles .OU Mmt long the T.ordlmd 7eisy rood tlov At Ilnte+ .11 ldleen T. tc e, in in. eouah°me flee of the tron he auto eeea tlon of ad to I11 `h'.mY 9 ei Paui Corners, Jettereov ai Cy Hell, 1 foot ...LAeeet Of ML 11114 .order. d 4.9 feet County. t enle t'. OA, aloe mr h along AeTor-:tov Bend ionCl I ?? ASgner th.n De 1A0vh1 k. A stnndAra disk, et pod ^A 257 3YL4^ / Port Torn.enA , R'. A ILA one[ sM 0f the tSald. .,or ha V hG ma set l-lmlly. lntarnaat auTf Cu ° •+ +oed Ana the old to?a. uU -, v ut we A oat or A rsnao, ?D or Lne ..our loan of cne new ro,w, 1.7 r. ao 4' B 5 IU.U.A.e.--At Yart To,n,vena. Jatfa[ean County, AC fns !n- a d 1.7 feet e11of n wl ire en wit-.1, VO6an a a[aM.fd t r eltlou 1t a Oivcoo?7 u'rTeo-v Sti••te, A rho yoet offlle, oleo, atmynd "V42)0 1y4,." Ant nc !n toe to o[ ar Le poet 50 -tA.ect o f the sou h...t -A iw¢ -M, 1) \ ..... ting nboud u. toot .bore gruuta. t In 3 ec f— 1 t or the nIlthmbt ourb of 'Intr Berr olmton S` co 25b food lL net ?. fah or M toe[ o.rner of and Pont Artlle. d Sv one a uG w at Y 157.--At 5'art Tlwnean 'lr " Ad lafferoon 'o nty. heal rYtlnndl Sri Ghe y t tM f -eye tan mMOle eo a A Cotpv o[ EvgSneera, U.9. ¢ utnvae tout' a,e .3 A Army d d disk, •Lmyed ^p.D.l[. B-3-70 y7.542.^ ant r r f too v.n.i•otn Lu1.Ar-door rn otannnrA clek, 7 Lw.yan "E 2)7 1y44." u `57.- AL pot Twneend, Jetfeteon Comtn, ec fns aah e u ool, Sv Da a I OT-GTFAT A wife a aeon fowdxtlmi 0.4 H 257.--.L YorMI nau S P21 e Tor'arvu, County p• tut w nc of c e eet dga er M. wee basement window o Ae .Duce wMP lee of 7?Y 1 11 wlcl n uai r .Sd. of to. .Ildiv8, 14 feat aubt of Ws eomAwa•t oor r f the tee nw•w•eu t tan vall of fn ye it 1 mE 1.6 teat or u - G bAlldl?L'Jd sW.t ) felt .have he giould. A •teod.rd "6lek, waft. w o vStnueA Pubc. rta1Jc3nJ .z an AOad uG N O.h 157115,4^ rein Ad 357 1y44 ^ end let verclonlly, t in In. Goy o[ r c1 c e above -Ad. y, j P 257 -At or 'f ee M. Jethreln C.uncY. About 0.7 nil. orLL Alone ills uuTP rua Tai SAL t .Fort AA... fioA the oanual. - Nod of tl,e ur line. o o n d ivt+reT ,A, 77 .... .ae` o[ he a nL t line of tn• tin V. 15 h.e 0A, h of A. o Ili. of the ena w d•Aa•t Y 157.--about 2 to moose v etLVaat ion,; A. Your Co e a osA, w tls eoutnan.t 1 ra i f e o•LUte 1.6 :set soAid of •. from oe ferry a a At t'ornlmd eY, lertnroov COUn d`i ]- . w} Ad I . ...v and 2 fee[ t b +ASU a i fe witness pdort. A ecmdbrd dud lnterba ClAr.i 72 t??a lent•r l1,1 r Sn disk, myd ^P 157a1yL4" vd It 1n tap AT .ovo+.te poet neC, 2) It nor to or uAe 111— live at tow 64 fuel clod Seed111{ proJsatlAe bbeue 0.6 toot tors ground. a 1.7f.toed vest A. I foal. o er d 1 *1 4 t V 257 rorc rlara•v? J•rheeon County, • hit* ew den wL LnueA YAat.l lte,twAniE die y d a 2)7 11,14- A1 lncerew flan uu[ Sn u , 1 Y 1 1 ASIA, 4 L N at cn 7 Ana J rOr rC-im oyyoblt• Ne n•et°r? tt7bJ.5 t•+t oortn Aoovn Ltvun.. t0a _ f CM o t V- atieet, 19 feat wear Or set 0 bat t? C!Al, Street. 14.5 Celt .-In... .f CM a "10, "..-t 1 dtrtn• ` 2)7.--IL 1.7 S1 t nn 1' C me o a A I. guesaLOU•d. s ill •outy -It w at o toe lswe lp cpnnmydd0i p ¢ Yrou hw siry tlo.k • J:oral I Perry. +el to Aeon County. t+e 3 _a• a lino or oft""% o6dtag Le of OOKerotmOrly uvsd a° . J. Tee, n rM or c u Yo+ o c e nt u ant Are01L I0A.e4A t nor t....I at cnn. or, 3 1 Olgn ee [Hen Ln. gtouna. •[wl.s+..1•K, toe mea oaa l..a SnO r. a ,. a " ... [ t ilea N 2» ly ' t nou lmai.c w c 76.5 nee .UM...d or ,n..- -A., ordA bb smll A., iw utuilon. • n 1.6 floc n -L. -.d 1 rE • •t ..... -A....... A e nn ma Alen, et toyed[h•Leu157 ly4L" and not lndd. \` 'TS e1 / L yort .lore en Jefserwu 'om t on e c Re n t 1 I parent gruuAd, in .. .uaiA ire otMir.... do. top d au vroiA .... ...Joltl rg About 0.4 toot • v glrou Wti.in., 1) cJ .7n[n Ct •n f do. •AAtAA-t d e e 2.4 fue4 n ieMnest yr i- n 2)'/.--About U.tl aloe hueac elv Y. tn1 Io [ CO Heal [ bore tAe 8romn.0n e mama OS•4. etmysa ^7 19)S" ally. frca tA• carry aeo 1.orAlwd /erry, Jefterem n1mGy, a n 7 n 4 Klattu•TwanL?fo IT d•nter line 4 tM rcva tn Cooneey, 1 S1N ?11Y"fold A-A of toe . A •t line of rte aSV o d, Tld 3 tl•Ga A..e oV.O.A. I. --to°rv.Llt Ydrt aen,2fIs0trfeelsoo.data I. 'L • I 11, Anv.i tetra dn-Tar 2 ' t t w• AY n wd+•r-ermowl? S?h lope Dolr, •a0 t1.7 C¢•t poet. 11 ...in. dp. • yea lY'Y. •C TY anmunalaC ye Lnl•r 4ouee. ]5.] Yres .net o Cvn o to of a -And w t !n I ena cnebe toy o1 • p •te yo•t 0t07.041ntl hoof) e t et dt or .%*,Iing t o4on. 1).< ( r net fates 1y44^ u LSn set poetnlt • line f r •01 wie? no ee [n It.....n.. )tf•rt ?oucA- U. •[ A ItofaGG nbow ••t t L ou n d oY A Plpo Buetdr•ln .30n8 cM badfru In tn• - A? n A.F? " J Dd d• ?i-157.== C•(.n1 d irrY, `fetalOn Cu tlty of . none. 6300: rb0ui J nac in SwA[r r, u,. loo d 2 Ye eL Te ni yn.r teen La• tliu ma. w t-SUOh Ueaee "It• 1 W Dnreow -4 em df a - l...... Lo Lr,e le .lean... 9., f.r[ eo t.y¢s G +a bL1J h4 Y Cbof JAM an, TeiY•rson COm LYroon end .Leon[ pen l• o[ ¢ Aanl tats a uD0rtl toe An `ro[t yCCC•{ruQ?i+IS.laingdG a bW,. ,. 730.1 >•--A4 lellnd aRe .. t 7) yn1L1• 1 -yu rmG4 • t4 1 t u[I dw•i a net of h• topor L L spa dC M Ta1'afe t Y7y.da dt W lldind )W,eun.o Or a bend nl. the Old...lk L...to LM ...I. guard. wee d-A oi..n. a mP•. ^J ])7 IV- We WO.wAA-r. builal .e. 41 fled n r.111 I. )...•S rest ...L un0 ' ? r' aW •4 On'. or to. Id.wl1. In to eo at • - B 1)7.--AL I.11•r. In /a 7e tl'e rnon C.mtr, a the ih a 0t •! lyJ ) ine to ll atlonw AL Lne Jduhec r ,„ . ,g nW a.r ate t.P. .nn .bout lwra. wit. ad- gt0wa. o w .innaetA OOlea, 1-11, est. 11 t lino .[ La. le L4r,Y." n m•ee Drlvwe• ru.. 1.AAing a <) nee • u n set t t e•n 13 . L,,.,;' + LM D.v.a owd. luiu t' east d! 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V A o'k 1.31 in eMr., :p ., •i nr uu mbhor•rauA GA. waAr t, nonL .loo, Lne jdAwttt-,?d h cola I= in: w./h g•i• r td uM{ e •ut c.•• u ddMr.i. buitonc 6B2i ).] r••c . or Me to. v... ..r ln•t•ilKUwl, alai ud tau nor. or.. r•rdw jup.• ?f het v .I of In n r . A. dr LW : na L1dne 7d.M Cllr .ee 1r Lu. a•nt.r auf r LN .a, in thew n ea•I at y, val t u!""' YL 0.0 root r. k? you 6. `tfWila?ii• rue [r1uA.. e • •M.t4 OUa..awy+o +l lYli•' r Of tn. Outtn N,ALI p • reset y 4A. ..AL uv. K MOrd alek. +tWV•d ^S ]!7 19LL." w Tla wl a IL'.n.tli l.••Attlort !+o tV+!1, Jntfarwn Count`. a D 7!7 •-•At IGd tan Ie1.M Jdrf.redn 0-11, A". 1.7 ulld ee Ln•L Y•nil•ifag 4e uw S-CI'r ye • no cR 4 ?+a eT. aS nttn •1nnC Lr. In oortn•eni•.ouin fold [roe toe win C.L• f LA• k,J" fee, vdi LA df t tA••.L . iM d[ Wlr `InE >ly, 11i1 [.•t Mt[ U.L. De r11? 1na4LL l.tlon, .bout 110 hen M to .f . t ed )..alai w+•4, - 3u.bIM Yl f re,itl w e L bulidtn. 8tl `n h. euut Wret erW[ or 'Ad • or pole B l0i l7 n.c . • of M• .•u • ,Ire of ..Ln •[ lA . w• L of M erhtar li0e of the W{n Obd, end 7 t t utn- }} {W w •t f,Na OT . 4 r i.lCl o wi! or w • 1 ......ie• 41 rest d{ 'yJ •.ot IM• uirenti, nflGef•rtwe4ruoe? LRe ra rtY •f?d, A 2 e, /1 Ye 1R.]fJO.• .L r toe .both satl• ur LM elute dy0r. A standard k flayed -0 M 1144.' P CnA bt Ln 1 0 137•--fts M I+r , ;-ft-f- Oountr, o who 1 • a a4• • at M• lut•te.oilon At Wnw fn• rn r a tb d 3•a.iM e e fru•i46Re Vttl1 Iestl on It- I- ???? tolr6lvo, .t 44• Abu aloe of b, loa`n` b/ or -, ]. 1 t do- IM d 0t•t• au •m tn.lOI.lrrd nrry roll, fMf f tM Boner • tap a he we L ntl of L 1 R p?•Lfo n, d) fast not Lh or A. e II.1;rj1i.I t W road, 12 ) f t t 111119 t or L4..n1 t!WV rot w a r ,d tP• Y.Aifura. 'A 4 na;ML al•K, etuD.d •0 257 19-- r 1T 777 L y, .rye pcR?+yp1y??? ?¢?' `fd?l1 \ ?? ?'°'??N?Were+++?'i.Elf.fclr',..i!wtritw?',V',7f?,+r?R¢-`1rx-•M, 'Drl/wf r ?.w 11 h _ 7 'S !JS M ?^ 4?1..uYJ 71 7 4 ! 1 .^, ?.. _ l • _2 f r 4 w B MM. Ad ueted Elevation _ Meters Feet' / ?-- , M 257 36.828 120.827 1 " r L 257 36.579 120.010, K 257 29.432 96.561 J 257 1.542 5.059 ` B 257 18.441 60.502 A 257 6.179 20.272 F,. C 257 59.782 196.135 D 257 46.215 151.624 G 257 41.170 135.072 130.87 (A.Co.) 38.246 125.479 x H 257 37.i6o 121.916 E 257 39.480 129:527 EE 257 (USE) 37.737 123.809 F 257 28.982 95.085 a ry '. 11 A l J S 11 Vl ,y N'FL' '4 A L1 ? 4 E. ifZit ly S ? I x ?r{ u It 7 a lti 1 }- t.???W d4 ? ??; l r '+?llaL r 11YJ, I ? ? ? - - a /L •??IL ??aI W 1 - 1 ;'? T51 - `lob Hoeh± 9spcemb•r V. 1946 UUI-D -m-, CC.•.^ N:O CUD Id G.I- . Fir.t-¢rd•i SavalloL V+eu.t¢ H.dloek. IYxa4. 'Tble "" ro1lore Dtete X1'15 9 It- Ilraue to Yow Cornett, e tiom Your Cornea rle.HUlavk Ge Aoid`nnLL Yersy, sr1 n e I1d1ep LlLU 3'mmt.ae r r, A. lrw to oe U.H. -Al rmdhhlna. Z nCUr llaa Loll o.+ Y 9 t } C I S.rv- a .At Wordaa T. r3 la 't p e u ca o, ny e...... I M E C1 Bytm T I - "-ti ..LM.... ° ro seal cSOOel a In In rlornstY of U.-, • e A. Y1 s plympl W n 1U A JU r y A x1g40 ' 911 n; nS U.S. C C Y 101 Ircm 100 t o L L t LL C 4 Y pEtor U .I. 1/4 ru L d8 1 d tka y ptl teat MreK OI Lne vw[nweet I.Al 1 iuonLL L on a rest .In ?{ r pile Yoet la cce fee.ea ^P,J' 1)e u Il`.o^0=•7,! teat Dort a ac of ,silS D 45/0, )Y•tl t °ouGLw•t ¢t La c nHr llae of tna plgpvey.. C `ea 0 LAng1 rat 1 J•hi LyY ei up °?o?.3-e[.t3oa disk, do. - 1 1 1 p a.YJ' d FtoJ•oclnd - '?1 'i:16nr:• OI (V s a D 1 'tout 12 S1 u Lwaet lone bL.te aL L ¢cltaroinulU. cu or 5 101 IS re•c°r..t•C°upto' e r ltdw ° 11.D. Sal y Lot YJ Tast a •¢ e li • • rc4•mei oed or the Juua cll got oi'ev[ v2 fa.ereO.It or I -it. .oo6•n rltneee yoet. A U11LaLL stn ¢• Oeolotlael Vurr.y M ale<. .tuuy.a •TT 4 ab 1Y4U 3!^ naa tec l1 LJ top oT n Le y..I -I...A., tout U.2 root .pore 8round.' snout 12.0 mii Le M e•L Wm d 9 Hilt Y 9 m Ln• It 4.13 G Yuzc w¢ 0 r2 m116 1 g f sue ewer llD• ° a s tll w+dTY ?.4 S1 ow Urear. D 259---Anout ".9 m11 lnny ta LUL..' Y i' S r 11 aG YorG d J rr Y ..1 u.n a11.n r t• 1u¢oc ado b?S'i1Lp y 1v1 It u p• nr••c ity2-? 415 f or Y I .111. 25 .yol 2tl1 1 5 t oc4 M•torrenetM4_i OlxnYr It or I. L .unro ¢i• yes ^D T I j {r.Yne. L, y o • po.t ps 7 tlatl about p 4 L epos C .19-S u IV 1 b 11,0 i et Won. ntst• Hill,.yy Y I L S y 4.11 7 T 0 J rr•r•mn Count,, O.U. l tl oil c Y L J TS n , U.I. gnwey 101 It Undue, tw 1 f Jce 1161..•y 9 X t t M of to• pain 'i+••- 314 of hsth• silof wilit3wooe•tn6 tof I hI.Ipxn Cor?poe4.' ¢d Ni l1 [ D• tf 8n4t1- m, V.J uJ' wd 0 1 K Dad ^0 2391944• •1d • t In h• ` My el a .... y J I a w 2 r t oov. 8rouvd. 1e Abo 11 0 Wl M L ulona JM tt I.1.h.nY 9 [ram tp• LL14y ??i• 1 11 •t u, b 1.g ull•• • of Noua, ew L•r lino •? f M• D -[„5 y e th• 1 1 of bta c• II3e9nxY-YT ¢( - tl 239 b t 10.d mill. ea ttraec 11.11 OtIt. hldb+•y 9 from •t; M ltr tall }?or_t?T?OrO1.nd? i.rr..... County, ..14 2.1 011.. or tn• YuatlcI o ul'VT Lida.ey 001 It FEW. pw M. a itt• L ti'ih: oMt fl one Of'tp°: biett•y.at.l woi".!.I or as M. hit adep w1Mw• yo•t, Ie tp• yy of a rook °u yy .tout 1•rsl 1It Ina Crd undo A .[awwatdi•K. et•mDU 'B 2)5'1944.• A 35'J.-•AOeut 10.1 Ill.. w elwut Wo16 tlcnt• Itl ghwy 9 from tp• 14, tail eG Ywcn7-L?U, Jutu loo Colwyr boos i.tl m31.e _ Meat or Ma .`. U14.way 103 • yucy., ev .. lv- ld or • • tram o in...t a tp I. t••L no,CSe .1 of t1. h p •t of I su-11 t or M• LIa4r•yr 46.55 rut ... t of ppoll 177 • • lr•rtu la M• Ma of ttn• p ao M e n r f to. auG h od 1? 16.3 tut • w or •n er 110• or eha LSah.•Y, oa 0. endue ) t 1 nr to- M• 41 p..y. • •t•teve et•K, et•cp.t 'A 2$9 1944 1 2 237 An t 9.0 mile. •°uth-I nI.. Sidi. Hlrh+q 9 from y'Myf to -111 1111 y?ygt J•tt•r.oo N"', "' :.y mllu tp•••t or LL T t?TU.s. HiLn..r V?nL to, I,. W .. [lap of 4p• hanI. 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Y Ma 'N' or n 4Y-lneh ecvuy, Gd It- i It 4, 1Ct.rwMen Mer'L1¢nttY,ec t Lv p r E E1 U D [my, p o1- t c l-•ceclon al A t y d L 25 A..UYLTN Y.J,H 6 1 D - III or • Door. D 110-".. no 6 Lunn.. 0 g d {{{t Y 256,--,.o0 5.7 11 I rl no 3 H311 Y 9 t om E fl it. alcy hall n T d -1-1 11 I tf Ly h J boon Pk . Yrivn[n r0 q =3LwTieE Ghx L14pwny, 16 Solt ih t)th- I i 11 t or b 11 ens feoc nw Meuc ° u rasp. ° t ..I ens oe a - ?' . N E 61eK1•ecrdoyt¢nwYt.3 bt 1Y441 SC• on. d. g he Sd-it.... i A[ c • wp or G poet prof eat MN In- 0.6 too . round. f; About 5 ties -110 .L 10o¢ U-. 111.4 y 9 cur' It, f - tell aL Y°rc ° d r 11oe r III pl y It uuJuvo Cloo - ot + yavv ryt aautLeaeG M Port lmelou. Y 256.--xb- 4.6 W1.• • ? llng 5 111L yd9 troo the aAty 1.11 et Pet[ Tarce enG J r it C cy Lyk' r or t P-AN-F, ) d hih .1 1.. n• 11 t t no l 01 g e[, 37 f c ll, er 11" of i hid' y dl 7 I t1 I, I Ghan wY at eu ¢ n D It . dy J I p . 2? 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Ltate 1611uh.oy 9 from Gh• ely ne la or . .t.rf•non tun4 `c t 115 r et +n [ o io. nrt?•"n=toe Juno ! p .a -Al lttaing tn, } •t! notion o t•ntold 1v.dl¢n ? n...t In . hl al•d lout:, ` H•L nosh or the earts l.a r t1, 1lgorp,u 11 T.'. of uaL 1 0. e-- III. of c¢ 11, 4.4 tut e. or r° i. n.9 root ouch or • Cavt Luo.. IIn 1,6 feet • a w vooA mIt..•. D.- •od.rd 61•K, •txmyee T 257 394E 4 In [An top of • • e po•c pto]•octI, • t v.b t01 eto, Y 1rluru• D 4 ID.D.T. ).--ADOVt 1.9 it tL 4 •leng Otet. `1lgpnl 9 troy so SLy L.11 11 u ???p q J tt o Counc •t p Juaa p TiP m • 1 San Grn It. I. uI-I d, • th ° •r yrM• 1.114131 out at M• not n let endla of it. Junetloo,•43.2 feat n° it t1e s eon r 111 w ctb nlarra, ]4 raw wa t of • a nGr 111 r De 4rA man. 5.5 rut buM r . 6e told-w1r• teno•, 1.9 het • .t r n _? 0[, Jotto?• 4w>lc•3 1111.... tout 7 rut MCLa, I... in• pfynr•,. A C.rr• er an,1n. i•, U.U. arh tu d+ `-oonrol•ecetl silk, e[uer.a Y.D.Y. 4-34 -.11 .OW lu to tn, top of • and. etaGS poet Drat •e Glq. In- 4 l ova afoun0. i " xnout 1.9 mtl•• .ouMw.•t W 6 " [v t• Hl4oraY '1 1' om M•a ltr ball •4 j? ?'wo•eM. Go ter al t n+ 4labny •t in. Junatton 1? LM1 1. I. ' o[ S . V14.1 told Sari T-1.4d horth-t ww -At 5111 . 7 .ft. 0ouotr, taut lA mlae •nutnnw ulata L.Ti?HCdj ?rny a wd n: T 14 lcY aWli .pout 340 tut •outnwret r ...... Utnu no4G 160 tut nor n c or W.-Ol.... I It..... v c le! hot •otM•• t r - toe nt. llo• of p• hlghrmy, •bov4 I(N r••t t 3 • Y L.o- F ! plar•vc au 3.5 (••t •outnrut of • hl Sta••• ? . • •Lwn••ri trl.rputul•Lioa-.Lotion silo„ i li+i, tlJlti -, Rio l0 1941+ •u Sn t4e op eoa 4 V 4 D 7 tips .-1 U.. toot •bnr.edtou°o. or . N.Y. l ion 1uld..nd ),.,M•t•i Mna...•At 1 t ?Z f? pyQy 1•fr- 1 • ••oltlul•ni{.•/1.S ha,.wut-ww4 .1LGrle u-IIn a.... on A '.bra eau , L -.r a e• ell and ao0 •COYG 177 het •u ? i ???? ?i rrtno•c a !ne'ot. t1• p tw•yraIt L.Il •o s • o I A ' • 1 i tht.t Y ISr• waruteul 4 l hw c or • It slit. f? wod,d .4 1 lYU• uac ?Li 31 tL.'top °l•hhne•-te Yo•i•k, tw ed ..u 1 .56 feat .boo tubuou. • emler• pmAatlnl .bout 0,4 Y.Y. 2 i'aiL '.b . rte °wda+tlen .e••.-•at ° d ].fr- o Cou1t ulwut 1.0 Wl• • u r. G Wnrw 4 . t . few - CY -II A.Ii, 146.5 faa ol2 thn•a b! trl a`wtL tlon tilt o loft - Il ' Ill, yoituaa4 N+w, Y•aerlnW aWr•ir • T-r W llon 31 feet loop naG or . pw.r•wuxaiu lun • d poll, •. jl,a ? cc 371.7 ?Yi Y{VYtl I f ,,;? n?U ..maw .o 'a m „<, mr.4Yt1m1a :3._ ._. ..,., rd._ .+. ..,.,4`s"a?Y'.n.a9+ly`.T 1 "•? ._ JB ta0 b ?? 2 • N 257.--Fpouc 1.) mil.• eoum.ee[ LLonB Mo I'urtllnN Y y ?• • • h t L •.ucnesec of 4N aerator llpe t Osoe HI - 1 teat .Drab- ro¢a troe [ne Soere.a[1oa oa I.. K I gravel aw y 9 , 7 IaYtervov 4omcy, .c Me Juno tiara u leuLlnd vurLorpp°or7•orL I of 25 fee ILLglhlwe q s your Rd C of im o•ntar line of r nps¢llolipd CM1e CRlosgor Towneend? )C.4 fool u0fcheseL ut tn. d.nt.i• l3n• 1p pe tarry ond, ' YSlw.ukeoo It. rnul k i 1 s Ysa3ilo Ne11row, p d 1.4 feet n A ot .eet .. of LAe venter llps pf LL. rviL Tamer s° d 60.2 o w^lte w a•a itneeamyos:. •tw LOrd °a°eonasetstY olex, a mp- peat vd:M at u tod uEd,dlw 2.2 feet uthaneL or lf4. 1856 ly4l" : L Sn ina p o! Coca pro at ![nave Coat. ht + rtO E re cnadar ex u kEl + 7 OLlad p 0 4 t e pose gtom0. UD of r ....... umYw."t. 257 1944^ and sr lA to. ) 8 257 - r To'.rneane, "If..... Coupty, pout 0.5 Wl• s post yroJ u.tin. too.L I.u to0t epOVe .romd. p • °14wb1 ft 1 6from Me Sty p°lln °CDOe lLe a Fpouc 1.J olive so ec on ale [LO I:orOlmd forty road from F nrr Y di L o. well, S.u lase Reme t LA• Me Snt w.soelw of L Gr Illtlnwoy y s2 POYr Corn•e•, r F cs r4wa d nd 24o ? 1fF w20 het wucLenec of the racer line °1• toe °L [A•.osr. der dr cha ]..d L1dn dt Lne raFK MM-r°pe nE "If... All?waY• h --,d QS It, I-tw "D 257 1944." us 1- to I-I T .e d 1 FS le k 257.--qt Llon yvtc Tovn•end, `•rferavv County et 11 Svt•T- Vu-257.-Apout 1.) mllee o 4e.cc lung too jlardl ma ]s of .LaI mS"ludledo tt e• It cne e°uen.auL feel of q from IItera•ve10u Of ht .t' Hlghaay 9 ¢ .. !cy pLL I. 1 As foot a Reeet or 6v u to d 4.y IeeL ° COwty, Lh° tnande p-uc 0) mil. pCr h alone MTl. ;o oeaE 0 0 . rat ... .... e Four C°rn•re I•t2y Cold SgAer San d r° dlek?retemyeE ^A 257 1y44+ of and eat vertloLLly. ldawalk A Fort Tdwndand 115 Yield nd r ne Bala, n Lp onct°r..T of'Q a n-m una the od row°tl ui ::eei ° urn eo IV b 5 .U,.l.-•..t or Tarn vsndn J.rreravn COmt •t L.• 1. f ha a11n or Laa n w rood, c:u foec • cioh of •Ie.nMYC°° °n° h?mrTiO str••Le, a flare vd l.e teat n nO wsc If n wLi[ee StnsoY yo.0. L uGerti 50 S feae •ohMwsat of the uLhw•[ ° pot Heirlson D[::.1. 17 ' .3ek, tnuyOa ^Y 230 1914..,^ -4 c 1n tea to 'or r .Donato. Dow r e o th- of LM narthmec Ohre of ilesn11ng1 mn 8-11, 23 f- Yro ¢pL1ng pout u. root u.ovs groan.. (. y d A a t `hO •••L earusr or LAO :ese a(t!a•, a Sn n• .I. x 257.--FC Yoet Tewpmna ,:Ir^Sela, terror°on countLti lz .at F ystemm.mole ° A COrye of Caglnrere, U.D. u[hwee[ of 21.v u?lu IT n•, o. GE• Aupo 'l.' ARy etmder< a1ek, etmyed T.D•Y. 8-5-76 51,542.^ the w° L ut r t i Lwy;rr-poor r N !p a tuY t Y .-. • °tun { eend 1.,.5.4 ^% 2y7 3544 , lalferewl Comte, at ape e0nool, !v d.td al•K, k Lh u25 X57tad. pPert 3u uT'Ti Tor Ok71C1n0 n lOUMnt1m` 6.41 U 237.--wL ¢ Ir ela,. letfardou 11-Y. .c car ( vc f wY• or LaCot pueananLhwewiec ndow aoon YS ha a oucp aloe oI t [' !d ! c¢ p lltling 1.) tart a.e oLn• e° °( Ms auto T'aZ[r o[1TTI w11iGh tl 31La.3 c teat hat 1f ELp, pu11d3d04.ad p feet epove omd..°A atepderdna lek, nohdor .C hr votLR aloe r auto alu, weal t n myq 257 1Y 44 J nd .ae rerClaLLly. wO1 od0u wlcnreO POro: dlux, tlmyra 11 257 154" Co. oava II Si. ina cal f 1 use ptoJr oclni etdut 0.6 luoc4 P 257 L T Co. eelettese0n COUnty, no.1h 0.7 tulle LyOypp• .a oYm . r 11, ej iot r W NOy h u i M,LL Forc Nord•O from the vo.u01, End of tl?e u M add i 1; t i 37 t`.G Op Le a r ,I ae. of Lna I`• e e eoe lu d pear 11ua o! nrile osa d-wear yl Y 257.--hpoue i.tl turtll e atweet aloha cp• ]Our Cernate s-pea t ° ma to, rat, .ecn:..i o °r o a ii. °•vwoial to, ee r•°c eou cn or Q rmm u° tarry to c N?oJ°rr..... a C°m L, °s d3 k myd T 257 15LG " and ssE is L. e a°oo: F -hoard roan Sucerarutid)1 fall a O?"Ei,• n i , yr.j..dd apvo 0.6 toot ator. lop of nee P,at reel, zS fact rant A of tl?e en as Lsr line t to. .I. ?auR°' 1.7 fro west o: a Yeuva su 1 0.3.9 YueGltducu dil. O0 yv V257.--qE fort Nera w, Jefferson ComcYr at to, !.c•se•oclav ` MlL e m a•C1wSLov p L 1 d d dl ' cu.'W L 217' 3444^ (?• ro. or Cbrroalmd {w•.TG1r•. s OpyOelts M• h.-r. `).5 few IOfM qtp 1n Y at. po y J :inn epp rd ut v. loo .e, I LN a 0 of Nast tlM•w, lg I.., ...i of to. welt oucp of vu Lrow,a.u CM y L[r•aC` h 14.5 r- e0hcnas.4 or the a ucnww I to ' or L 8u dd .r ..t d0 •r vi LL. lawn, 11 '• nt Y Lp• r Yrom 2jj ,-•1.LouL 1.7 11 S L JL T . I- ° C.tl lela 1 bl k p Id. dr Y•e. 1 a°a o • u S bi.w Givn?x U a f N llni'01`[ 5 s¢` N 2)7 1544 t'M1 M groma. ,. It lee Sex, u{L.oy.a n0 o.n loco L,g n I.• e4, Je re+i aorta oY [ne enter R llna of e • r ° roe 1ruY1nG • ]0.> ..1 a Gpwod[ oY c ° of u It c e oo n M « laLL / for, n rrYl•reou 'om[0` o e . o[`e u V °°•111n Stlryt .uu: Saa1 snn 1.6 haoc n°rGl,+xuc ° S I Dir • druunu, ¢I. n [Gr .0 6 :, pw•ir.0kone wntut•1. nee[. 7. e aO Y Otd1e\ c V.a L 757 1544 ?ndr•.i I. K bCOl in4n7<) N ! 0 7 f t A au Cweet • d 2.4 tact dunata t tlna uvpYt 0,6 loot •OO a Li1uw. k - " to. U "i ._ LLly e A d d3 \ •.vye¢ w7 177)":w new -ti. '?i \n1>7.--A000L U tl 11 Ave ¢lopd'Lnd •o i Cor t • i rroo rarer apex r ?el y`, J.rferrln .°unay,n• + °° S? T16LL 8 ba (U...'.).-•wc Ou 1nt•rs•OLSun, 26 iTT}--iZ. nicer lira: `ad r CS L ......... C°unir, iw°SnY r. rm, z/ b•c norm f ° y°uFr 1 thf.Cg 66 •slre Love.}o=y;z year 25 e u `hw s YM by 2.9 ho narcuweo 1r Y M1 her-trunu.uiOOlon ilna Do114i•na 1, p d' i.r 11 t or ... .t t ....yl.llnd Las a •r ..t I°Lhe n."1 or s w414n wp10•u 1[ae.• a1eL. •LOw.r. r eL Yed••C I p w tlOYloe f r •.1C e• w raL, d°t..t .outA• 37 15.4" nnv e•L In th. toy of • aatvraL. postdlexyeo7aaEii .,do, a or p f p, -.f.ll t .lontlif ..C1, oot Cove F?;p ` p avn to • 0 . pr+ae M• plutro Sn • grand. lyn t LO ploax •paui ) h•i 1. dlm•t•r, • d •00 c 2 feet 1257.•• rr , J•If' • Yrume, w 2•luvA ylud. n oi' t1 1'nrrO u4 reload tmq • p I OOU SYC/1 L [h .ore T3 .1 5.••A1 L° JaNanr Sai'lerwn Vomty, on Lh• Lir••t ?• a1( LO ??o?ut??_7?''•yC eu n?,o It} 16e i h wit Yoaa,yy,tl hyL•yyypr6•Lltlp LM CAe°o 0 1 ling L.• ew. . Coo- de o t1 yvrYO e L I {oe wu[p•uet o • Ot a Sn Mr to `i' tn.°tu L.P. t4pOftlnlrCif'SLlnd ben reldlaL M• 0ab1•,- 0 ll pe )du, .pout 7> Ymae 0 4 of iG. Pena M Me •1d•w+l °[r t6i mr b10oK of op• 1u ?W rt •:e wlaalry;e, L1 hat nortL 0i tote >eo d,3 i eG wait to. 1°°1• D Ku. rd. • et.w ara ai.., w.^r ]>7 1544 SS?? t t eft woe OY CY,e Sdrw.l K, 1O it. p It • k 7)7.--At ? p 1e G._l•i+tn J•tl ere0u UOwlty, 4 {A Lb, 4 t to r . d •olut 1•••a w. Krouna.° a .c.na.ruOai.Y, 1 Inl Leta or c y }n •f•11+[SOno C[ tp ,. .^yw '7 3477. ?' r `elr.Ge ram l.nalm ° u, 7` awl . u n wt 1 LJ 1 ll.e of - { hi 1 r live al toe yrivet. ,71 1 11 Tlanl 2i--- itiouT75T^' :art.,... O°un.Y. ° t ...1• to. P:'. a loin t e• of te aa 0". JN4 twt a e4 1 • Dul. •w z twt .."o ... I or . o)te y") a vg i o •• 4 w L Y ao 01 t'" or p. tnwo :,*•oa Ct1• rvoda1lneee yow w• `eouna•ra d?ea etmD•0 ^D 2 ,Ju wu L e tn alrne u.[•[e p101nd 501, ).% two o [ f 'It lv [ • cop or w .onorrh poet y. o?w 41v f7 iY4i^ Ona t •pohL ? YpOL •!01 e74g• h•G w•.LA netn•„ a al.. e.. I.s°el0 awvl., traYnd. g eOaYL M toot p0•• 1 r • e•L ••r ild salY p'. ma wyru ^( '5751 ?- w A 2)7.••AC v . e1•n Cd, J.Yrareun COmt.r at h. -0, 0!V IT." t 1DLJgro ea, J.[I•reon Q.-Y. DR t1. .... b' •°p ut or ttpl• tail.., • Y • 'I YtRe.LL lend Derea ros0 troa J OY outdo o' i 6i f, • ut 35d [ee` won ° entw tM Sn gwe of the V.d. Nary netall•t lent 5J Le.t W. AC or {n• {- Tit" il line • :- t n[ or !/ we.0•n • w. l.+vlv'vuy a0anw•et tleG•, Ia.d flat north of Ln• °• ter linee 4r yww t 4„ "I • mm. a C.. nl?• t W le Co. wriAewt +' , 3.9 L•aG •u N o I". imae and 1.9 rrete a4r i nlir lY bout M b p t ales, et•:tyo ) 192) Rw .°t to i4.°LOV of `' A • a1W.ra b1eK tmpaa 'A 1p7 3544^ end N tl lY • • •-poet Dm 46tiM .tout 0,6 loot • ' t . o giOY.d. na wndr` t pore } SglP1f9 Yld 1 1 4 (pt-?pra n r tf v CovntY, m it. •tre•a D•rU• -1 °tAg t0 L Il1O -t-IbTf Ot au• lv.wh e4` of to. wnulr 0 2)7.••"L ??? _? ?? r.tfw•on C1w.tY LLOYt U.; tulle p w 1 3{ l g adz` ),3 two • u . O! M• tn••D •aldna ate rr a?uurl?.nb W -e uLn 0 from ?h• in Y. L• t t • 1 , a/ for wof ul M• w er .M. of {ne etfuaL •n0 •' ^Y ln.co........wut V.1 •11• w p ... U1 of • i-raw .uva• „? •ewt i :wL •w • aw Lroma. w et•w.r< al•x, eLetyw •1 3Y3?• lion, Jtl.tl het leaf ocue enter aloe I W, !n tie w t ?F ew w wL3ao ly, . r ar Lv nurau 4,, pg -I or Ou114114 $44^% a 0.6 foot of {L. i Tidal L IV tl,8, 1.•Mt .ygrtgn F VOro'll eoL "a o a, • N.rd dhk, nt4mY•J i57 1.44.^ ?? ar •a dal lei W Lmr tgg-T3'r Jyya.f hrOan 0ount`o on !pe D 257.•-A1 Iidlu, Sal+w rwttarwo C°mLY} upoua 1.) Wlo U tot a M a[ tn• Mew a•oan•r or W1a¢IrriB p1Y? 17.2 feet w' in ° M eletu; LR• Sn .urM•.no••out1 road from ;. •.ln tlo• If M• ° ? p 1 mL DI Pol• Y 10, Y ... .... or Me ° llv Ot a • III "r /o V.O. Lo loOrLL 1.41d.r apouG 11D hat no •tn 1 r l.•d3ntl weo, ' the w e{ race f M• e• t i t•l41 o rLLl•1 • 1 • n •Lr ••O?a• • Ev ltd?m e, `a tl.e eduLLw•t o •r of cp0• low;lyed yl.tfai•o •ro•w Og .u la •1 O °S•p feet 41 fro w 4 °: pe o• L r llta 0` of tp. souion m. Sh raver ••d 7 feet .o ip• e? ptCaLa { n. W, 3.• hat M twag•?ni tmaNr • p et f {p• •euta wee A door, A e{m0.rd alek, .t.vyed 5,?. ?v 9r - •br• M• w [ t• float. w pw •Y Y O.Ilu 10.7V0.• ?D l57 3444.' HVS 1DA Ci a •laa. p 2yr.w+rt 0 le 1,?9 d w + M. .{;ts4, r rr..1n oodna, on m. D.Y. r... M l jp9r yy?p rrt et Me ewtw 1[ • 14ter•walel of 6 oed le ealry • •L the foe 0ulvllteetlon p dt fa ni??y M• ICf•1•.e Ywrr role. bu l.gll[ G 41,• .OU n else or pu ltd lp` 0) et epw 7 In Aa a utb pJ??? e} tW wtto• deneiw. •f•p ai h• w.ef ena o} M. lo•Y1 rib ?? ?ia.fen, n) race narM or w• e.es.r u.. r Lh. eo.e, uo raw 1> n.r%W,,t or .L. ,I- .. .r ..t of to. V .ttoniu. •A ,i:nA-4 1 dial, .1pad 0 257 19K o.a'h'1?4AYkF,n'W`„???'2^'k°W44{ds?t, ,ll?ti r73?`; ? k L? »? "y7 .:x1 ` ? t 5th n, h _2 BM. Ad usted Elevation Meters Feet M 257 36.828 120.827 L 2 57 696-579 120.010 % 257 29.432 96.561 J 257 1.542 5.059 B 257 18.441 60.502 A 257 6.179 20.272 C 257 59.782 196.135 D 257 46.215 151.624 0 257 41.170 135.072 130.87 (A.Co.) 38.246 125.479 H 257 37.16o 121.916 E 257 39.480 129.527 EE 257 (USE) 37.737 123.809 F 257 28.982 95.085 T AJ ?i x 4: 1,t f ta*??Y1??`:? U. S. DEPARTMENT OF COMMERCE y q COAST AND GEODETIC SURVEY +?T SEATTLE REGIONAL OFFICE .3 ISOI FAIRVIEW AVENUE. EAST i SEATTLE. WASHINGTON 65102 ENVIRONMENTAL SCIENCE SERVICES ADMINISTRATION SEPTEMBER 3, 1955 4201410 WASH/JEFFERSON COUNTY ENGINEER JEFFERSON COUNTY COURTHOUSE PORT TOWNSEND, '.NASHINGTON DEAR SIR: THIS OFFICE HAS REVIEWED THE PLANS OUTLINED IN BID NOTICE S-0495(4) FOR IMPROVEMENT OF THE HADLOCK-IRONDALE ROAD IN JEFFERSON COUNTY. IT APPEARS FROM THESE PLANS THERE IS A POSSIBILITY THAT TWO U. S. COAST AND GEODETIC SURVEY BENCH MARKS ON WASHINGTON LEVEL LINE 45 MAY BE AFFECTED BY THIS CONSTRUCTION. ENCLOSED IS A COPY OF THE DESCRIPTIONS AND THE ELEVATIONS OF BENCH MARKS L 257, 1944 AND M 257, 1944 WHICH WILL HELP YOU TO LOCATE THEM IF YOU ARE NOT ALREADY FAMILIAR WITH THEM. IT IS REQUESTED THAT YOU KEEP THIS OFFICE INFORMED OF THE PROGRESS ON THIS PROJECT SO THAT IF IT BECOMES NECESSARY OUR FIELD ENGINEER CAN RESET THESE MARKS WHERE THEY WILL NOT BE DISTURBED BY THIS CONSTRUCTION. SINCERELY, HAROLD J. S. `BORO //// CAPTAIN, U$E SA REGIONAL OFFICER ENCL. W - ?`t" 22l ? ..?C nF 6uJ,yi n4 "?n 1r ! ? r ?f h 1` 41 ?f? ? k??1y?4i91 l?li 1 '„1 L a IB { _ ! S f ?i _ t J?u4A ? r - I 1 1° P r I f L< ? a I r ?1 r ? 7 I I v ? ? ? t?af, r ? I i f 'k r ' ir"? I'1 V]L'? 1 F ? ? Y ? 1 ?y( XI .t i y I t. 1 1 I V 1 p hi x .. . •?,??aN ?veeH It. ?; ?,• ' 6 September 13a 19 5 Harold J. Seabon, Captain., USFSSA u. S. Department of Cammerco x Coast and Geodetic Survey Seattle Regional OfPico 1801 gairview Avenue East 11201 J ' / Seattle Washington 98102 J. fferacn Wash , µ Dear Sirs } Reference is made to your letter of September 3,9 3965, Te' i sw 6 gardtng'Bench Pxarks oa Washington Level Lino 46. i } 9 1941t,, is beyond the won of work being done Bench Mark 1.1 257 f , , under this improvement but we have taken every possible precaution to. Ut' prevent its accidental.dintrubance. We =0 =eble to locate L 2572 3,944, and have not had occasion ? to take note of its oxLstonce in the pasta In the past 20 to 12 years } + those has been a store building and parking was constructed at this ,n approxImato location. The present owner of the store think it might j f have been buriod when the parking area was paved. . . 4 I SinceroI4 I n^„ MIMI A. BECIMR County Engineer FIB/ad 1 ?+ Mn '.d ti? 1 r' {? 1 %. l 1 I Z! t ! ??? i M t JC ? lh.?'i2r Y'h1 ." X -tl ?{y? [ !• IX f - I J t 1 J !J 4 . hl ? y ? r I L fOG I{f ?' Nib za .< s?Fl all 11 J' ? ? F ? g Y ?o o? wgKg3 d Q oRY °+o ° F ?I HE ad - ?. .. ! 22; H.wNm Kd? Fi+ mHiw o°m w - mm13r oN M 8nm RE MINE 1 4 s:{ eq ES Had gig in lulmug l „$m„i oar ? '>e .pi "nS.". NE ?ti3 ? owl t ' ?g zl ?Y?? 'a $wY ::.?? g??? w t . .01 N<m "iax°. A IT a Zyo` €o SSa?L'v °Y A r 1? 4! h 0 Sp ., .I &F El 1 Bill r H H 311 WIN Von AAA 1 ti w 1 ne 3 {i.A t „' 3 e 6 Y4 it 4? N w f _ h i ilia eo u? >IM?:F 4T°qw °aznm S M 6m d e q3? ?J 4 Y3y+ 2 pop {{i j? ?4;x a 6a>! war, ? m°wn.° zi ?aE anrla vo. hr.na F? t? } rx o AVIV F7 F. WN 7 v r b. .1 ?' YE+? r4 4 ? Cl .,I f t ? 1 ?I ? ? s?s v ? I ? s S ,?Y??•f. ?.'7?08 ^m a mfiumS, ?NBo 3 emN a- x a l - --? ? N ?? F- ?_ zgg. 0. d y¢N?.? D>}Nf. FR.F¢ UW0.U ¢nK <;Sejs+ Ole Oyu? z «« F mB m§ m ..... . ... . m?mS ?? ^ e § m §.n .m •.n js V 06 D? m H , ?N q ? ? n ? 9 k . w ? 6 4 m ^ p ? E N« mm gm N c6 ' wm? a o n a f5 t; ::<' av m N F4,N?N E .....,.... ' ^ ? ?Aa ? ? @ ?I ?? ??$? ? ? ???? ? ? q NRDb} Ni•N<U DW 0.o¢ nKnrI IL {i lOt U ¢n ? ?. ? $ .?F n inn m r rV?$?? VNrr CE S Afi, « {S? •? H .N1 ? {? B amN B 7. #w d?.?hm §?97 c N h 4 6 B Rp ^ gg k&rn ee G S a? a» » » we» x:ari a» s a a met • FI IFGYNnC n1.N14. iY n i SnY ..Ili C Y?b nA ?nWMd .a M a ?I 00 M 'r N I ': rJ I 1_ P N ? I n I? . p 1 ` 1 ? T IM I N _ I I N •S ? ?• ? 1 .14•? •I^ I ? ?I .o ' _ ' i I ' m N N r N ? _ I H . Q ? I I a I + ? l? I ,} r 1 • ,,, o ,?, o ? N '?"' I V ln moo o MI'•Mo b • ,`y ?' ob l l b'41 l o ,? - c r ?I no O ?p0 o?''. . I I'Z a d I i N l o ni r a. r o ? . _ N M ? M I. ? ?^ ,? N TT h. nl N ? Y a y I ?4 F- N V ?? I? ?l yri 6M . • U K y o?- W I ? o z r y 2 e? c ? J 0 I ? ? u ? IL ol h o T LQ co LOB-S 1 -_ , ? ' J ? yjn 1 7 ? ? ? ? a M ? ? O'• w ?" M ^? N d O N n N 1(1 N N M N N I O 2 n m N N m ? LL Q 7 T f °o Po N o d a N n 7 r M ` = N N rl N N N N N N m N V N N Cr, 00 o ff rl ` N cc n o ' cd f- rj t; 'a t ? r ? `` , ? nn r ? ? ? fit ?•v / ?t ? ?• Y. d`'F?n" eli? Y I4 4m`4")7 7171 1 ( ` r ?J1 ) f 1? ' ?1 ) 1 L I I NA ' ? ?'h1 I 1 ? ? 1 ? y I w. 'r QUAD. DFSTRUCTIOR ISLAND STlM WASHINGTON BTByron B. Johnson, Ai ITUM'. Auovr: "'- (235) 1936 NI IAX SEA i, EV 1"', 1, Ommnt THIRD Ana. Adjusted olevations based on the Sea-Level (Feet) Datum of 1929 and 1947 NN. Adj. s Book: B7096 w4SHINGTON I• Ji ? ?•., 3 DESTRUCTION ISLAND QUADRANGLE (Latitude 47'30+-47'451; Longitude 124'151-124'301) GRAYS HARBOR AND JEFFERSON COUMM d (1)!rROb: POINT NORTHEAST OF CL°-4R:.TER IN '?,ZiJ^nETS QUADRLNGLE (234) 4 SOUTB', F,ST ALONG TRAILS TO CLEATEIIAT°R. THMiCE SOUTH ALONG ROAD 3 MILES TO POINT 6 MILES SOUTHEAST OF ?1UEETS Clearwater P.O., 6.0 mi. NE, oft along Clearwater-Hoh truck k ? trail, about 0.2 mi. W. of wooden bridge over Shale Creek, about n g `'? 0.15 mi. E. of section line between sections 28 and 33. T. 25 N., y,-;?ko.:.? •,{ R. 12 W.; at the middle of a 500 ft. curve; 18 ft. N. of the x, center line of rd.s in top of concrete posts standard tablet 4 stamped "TT 10 J 1936 252" 252.332 Reference mark, 148 ft. MY. of tablets 8 ft. SE. of the center line of the rd.; in the IT. root of 30-in. hemlock tree; copper - ,? nail and washer 255.36 ag Clearwater P.O., 5.0 mi. NE. of; along Clearwater-Hoh truck trails about 0.1 mi. E. of wooden bridge over Hunt Creek at a' curve in the rd.t 30 ft. W. of W, adge of small turnout on BE. side of the rd.t 10 ft. NW. of the center line and 2 ft. above s the rd.t in root on E. side of 24-in. hemlock trees copper nail _ end washer 274.30 Clearwater P.O., 4.1 mi. NE. of; along Clearwater-Hoh truck trails about 0.2 mi. W. of wooden bridge over Deep Creeks 145 ft. E. of culvert No. 201 20 ft. S. of the center and 2 ft. above the rd.s in top of concrete posts standard tablet stamped ^T7 11 J 1936 291" 290.887 o !' Reference mark, 77 ft. Sff. of tablets 70 Pt. NE. of culvert No. 201 20 ft. S. of the center and 4 ft. above the rd.; in the W. root of 18-in. hemlock treat copper nail and washer 290.39 Oloarwater P.O.. 3.2 mi. NB. oft along Clearwater-Hoh truck trail; about 0.14 mi. NE. of hair-pin turn in rd.t 12 ft. SW. y., ' ?h# a of the canter and 2 ft. above rd.s in NE. root of 24-in. ham- p f ?a look trees copper nail and washer 263.12 Clearwater P.O., 2.6 mi. RP.. oft along Cloarwator-Hoh truck trail) 30 ft. S. of 1.0 mi. markers 18 ft. E. of the center line V' ''bS r ?' fi r of rd.t 12 ft. NW. of 6 Pt. cedar trees in top of concrete poet; ° r c .d•• standard tablet stamped "TT 12 J 1936 212" 211.988 .r, W Reference mark, 110 ft. SW. of 1 mi. markers 77 ft. SW. of tablets 9 ft. E.; of the center lino and 1 ft, above rd.t in W. root of 30-1n. cedar tree; copper nail and wass)por 207.74 UR[ran 3T.11TA OFP.':rNics•r UY T"C ISTY41o"-nroi: Pmcu..11'Un n i ?P s i 5 weal lUM?? Page 3 of 3L 9°w?_.w-??7 J QUAD. QDEETS (234) STATE WASHINGTON By R, B. Steele$ 1936 ALTITUDI: AnovE MEAN SEA LEVEL H , OUDEK THIRD ADJ. (Feet) Dooke H 7100 I "1 (2)Kelly Ranch at, 450 ft. S. of the ranch houses 20 ft. SE. of d Vr.a intersection of center of Kelly Ranch Road and driveway N. to ranch houses 15 ft. S. of center of rd. end '10 ft. W. of Quests' trail] top of concrete poets standard tablet stamped "TT 20 J 1 1936 250" 250.589 r Reference =ark, 180 ft. BE. of tablets on N. edge of rd.; in root S. sides 36-1n. hemlock tree; wire nail and copper washer 247.71 Kelly Ranch, 1.3 mi. NE. of, 2100 ft. W. of Kelly Ranch Houses 10 ft. S. of wagon rd.s top of concrete post; stamped "TT 21 J ' 1936 271" 270.974 Reference mark, 60 ft. NE. of tablets on S. side of trails in root . N. aide of large hemlock trees wire nail and copper washer 270.65 Y 10/6/66 ej f+ k >> i ?rl U\ITY.D LTAI1:9 UI:I`.\It7'111.N 7' UP'rUK fY'1'Y.Itl?l11-:I i:??L,)ii l?'.11. NV I{1•Y.1' ... ?, J }.'.? ?? nN 7 iS.? u 1 ? ? ?i j? Y ?? d?rvUfius?t,, ''' ?w.?cs 4 z31 r Thr. 3 i? r % la r ! ,{ 1. f ! k ,4 f '. r t s. tT- 1. t 1 ? { ?rer r. a _ 7 S 4 ,w}A&t j? r r Y+ S' 1. ?y 1 rol r NfP r 1 . ?f r r f n µacicuae 4'/"3U'-4'/"46Tj Longitude 124°001-124°15*) CRAY T s v - aRBOR. AND JEFFFRSON COUNTIES It, (1)FR01r SOUTHWEST COR1IT4t OF SPRUC3 MOUNTAIN QUADRANGLE (264) ALONG TRAILS SOIIi^3 AND SOUTFP7EST INTO DESTInJCTION ISL4ND QIIitDA1NGL^ (236) x AT POINT NORTHEAST OF CLEARWATER Huelsdonk Canoe Crossing, 5.4 mi. SW.•of; 0.7 mi. N. of Snahapish River; along Clearwater Trail; 8 ft. SE. and 3 ft. above the trail; in the NAP root f 48-i . o n. hemlock tree; copper. nail and µ ? a washer 771.03 ? r Huelsdonk Canoe Crossing; 6.5 mi. SW. of; 1 ft. E. of Clearwater Trails 80 ft. W of break of W b k f S ?it . . an o nahapish River; 25 £t. W. of 42-in. forked hemlock tree 40 ft S f 24 . . o ; -in. hemlock tree; N r both trees are blazed on side facing bench mark with 1 long blaze and 3 notches below; in top of concrete post; standard " tablet stamped TT 5 J 1936 Elev. 667" 667.102 Reference mark, 175 £t. S. of tablet; 50 ft. W. of break of W. S' bank of Snahapish River; 3 ft. E. and 1.5 ft. above trail; in m the SW, root of 36-in, hemlock true; copper nail and washer 667.69 7 r ;. Huelsdonk Canoe Crossing, 7.6 mi. MY. of; along Clearwater Trails 0.2 mi N of aba d d . . n one camp of U.S. Corps. of Engineers; 0 8 ft. P. of break of E. bank of Snahapish River; 8 ft. E. and 2 ft. above the trail; in the SW. root of the SW, tree of double F 1 4 spruce trees; copper nail and washer 622,01 a " Huoisdonk Canoe Crossi ng, 8.5 mi. SW, of; along Clearwater J trail; 110 ft. N. of break of N. bank of the Snahapish River; 2 ft. E. and 1 ft. above trail; in the W. root of 12-in, hem- l k t oo ree; copper nail and washer 589.86 a . 0 Huelsdonk Canoe Crossing, 9.3 mi. SW, of; along Clearwater t il 2 _- ra ; 1 0 ft. W. of the break of the W. bank of Snahapish Rivor; 25 ft. W. and 3 ft. above trail; in the HE. root of 30- in. hemlock tree; copper nail and washor 568 00 ' Hueladonk Canoe Crossing, 10.0 ri. Mr. of; along Clearwater . trail; on a small island in the Snahapish River, 60 ft. W. of a i? broak of E. bank of island; 30 ft. E. of break of W. bank of " a>anl k a3 island and 6 ft. N. of trail; in top of concrete post; standard a tablot stamped rTT 6 J 1936 FLEV. 548" Refer nc k 646867 t '1N e e mar , 180 ft. E. of tablet; 80 ft. E. of break of E. b k S ; n s an of nahapish River; 3 ft. N. and 2 ft, above trail; in the a o , r1 S. root of 18-1n. hemlock tree; copper nail and washer 548.69 { ? i uxmec s•r 1Tr m:r.urr.In:nr or t•nr. IN rr.,uoc--or:o,,nnu7.u. nunvsr g rr ?:rlti '>La{vq?'n+, J.,U?Sl ?'tk ^?. w G+r;+ 9 1 ? .? 4 `YU ' ? '' 4 '`_ e ?tl I F . ? + i r v ,n ? rn t : t n ? 74 AO { - r li 1 t \ r ! lr r } I r rt .1 lLi +? ? h CC t . < ??.7T e Y : p Page 2 of 3 '9? /? 4 / k j ?+1 r QUAD. QIIFiFTg (234) Saa•re WASHINGTON is,? Byron H. Johnson,Aln•rrenE:\suvr: sg, ` 1936 MHAS SuA Lcvur, u? Onpnn THIFID Apa, (l'l'l`I') t9r F . RN Books 87096 Y"s\ r ?, , _ A 4L (1)Hueledonk Canoe Crossing, 11.0 mi. Sri. of; along Clearwater n' S trails 10 ft. S. of the center of right-of-usy for Clearwater- Hoh truck trails 100 ft. of the S. bank and 60 ft. above ?? - Snahapish Rivers in the N. root of 24-in. hemlock tree; copper nail and washer 552.21 Husledank Canoe Crossing, 12.2 mi. SW. ofj 70 £t. W. of the . center line and 17 ft. below Clearwater-Hoh truck trails 60 ft. b SE. of S. bank of Snahapish Rivers in N. root of 12-in. hemlock lye tree] copper nail and washer 487,87 Huelsdonk Canoe Crossing, 12.6 mi. SE. of; 12.1 mi. NE. ofj Clearwater-Hoh truck trails 90 ft. S. of center of oulvortj 15 \ e +.` k £t. BE. of the center of and 4 ft. anove rd.; 15 ft. NE. of 38- in. spruce troe; in top of concrete post; standard tablet stamped "TT 7 J 193G ELEV. 433" 493.244'' t Reference rark, 163 ft. IN. of tablotj 15 ft. N. and 2 ft. above the center of Clearwater-Hoh truck trail; in S. root of 60-in. spruce trees copper nail and washer 487.52 <a:` •' ¢ Clearwater P.O., 11.0 mi. ITE, of; along Clearwater-Iloh truck trails 0.2 mi. Si7, of Snahapish River bridge] 15 ft. IT. of the center of rd.; in S. root of 24-in. hemlock tree; copper nails +g and washer 432.33 v Clearwater P.O., 10.2 mi. NE. ofj 16 ft. E. and 2 ft. above center of Clearwater-Hoh truck trail;,30 ft. NN. of 60-in. spruos trees in top of concrete posts standard tablet stan .pod "TT 8 J 1936 ELEV. 347" 346.818 ? Reference mark, 233 ft. My. of tablet; 16 ft. NW, of the center- line of rd.; in Sa root of 36-in. spruce troo; copper nail a and washer 342.52 Clearwater P.O., 9.0 ri. NE. ofj along Clonr\^.ater-Hoh truck trails 0.2 mi. E. of bridge over Clearwater Rivers 30 ft. S. of the conterline of rd.; in the N+.', root of 18-in. homlock tree; copper nail and washer 242.30 y • I. Clearwater P.O., 7.7 mf. NE, of; along Claanvatcr-Hoh truck trails at a curve in rd.s 80 ft. MY.; of double spnsce trool 36 and 42-in. in diam.s an E, side of rd.j 25 ft. W. of NW. cor. of small turnout on E. aide of rd.; 20 ft. 17, of the yl, centerline of rd.j in top of concrete posts standard tablet stomped "TT 9 J 1936 350" 350.672 -? ?? Ida •wr???; h , 1 r Roforeaco mark, 110 ft. 917, of tablets 20 ft. N,l. of center of rd.; in SE. root of 12-in. hemlock trees copper nail and washer 351.66 ' ', I: U\/TCp BT.I:'1!9 UHI\ItT?11:\T UY T11H 1Y7lItl llf-UEUI.UUIU.11„9U1{\'H Y,? era `•? Y.Y" 5,Y 1' 1 ? 1 II 1 A J 'JI^IJ ? ', ? ? y I'I IJ r V y ' y } d l 1 ' i '. i 11 I F 1, I Id i Y t. 7; -ell y ay., fl 3 k? 4 r "Aw u.,i,rH., Page 3 of 3 ` /y9Jlf •dH .y -,( RVAD. : QDE.TS (234) STATL^ WASHINGTON By Byron B. Johnson. ALM,uDE AnovE OaDErt THIRD ADJ. .1936 AIL^AX SL.1 LLVEL (Feet) 4 Bookr B7096 (1)cleatwsuter P.O., 7.0 mi. NE. of; along Clearwater-Hoh truck trail; at bend in rd.s 30 ft. Yl, of the 4%, edge of n sDnll turn- out on the SE id f . s e o rd. IS ft. Nr. and 3 it. above center of rd.; in SE root of 24-i h . n. emlock tree; copper nail and washer 306.92 (Continued in Destruction Island Quadrangle (236) lb+- d, 'ry 10/6/b6 ej 'c catrru nrATr:e Dr. r.,urarrvT or Tur: ur•rF:nwr.-nr:?n: nno.u• eunvav ?I ri ?, , Ntaai ? a vY )'tfuk N .i ° y?? r wtii, ?rp+ 8d R1K i , + { 4 P.?A. ( T rt ? ? 1 ? ,y I r t ?'. r ?? s ti, e-111:8-A QU6ETS (234) STATL WASHINGTON Inv R.H. Steele, 1936ALTITUDrAnuvs \TL.%N SrA LLYLL ORDLL THIRD Ana. Adjnsted-eledations based on the Sea-Level (Feet) Datum of 1929 and 1947 VW. Adj. y' Book: B 7100 PIASHIITGTON fl.:?. C ?P y QIIEBTS QUADrAXGLE (Latitude 47°30147.45't Longitude 124'001124'15') GRAY HARBOR AND JErFMSON COUNTIES (2)FRM POINT ON U.S. IIIGH°:P.Y 101 10.2 YIIES SOUTHEAST OF QU"E S NORTJBiEST ALONG HIGH14AY 101 TO JU!TCTION OF KELLY RANCH ROAD TMTCE NOE7FBAST ALONG KELLY RANCH ROAD TO FELLY RANCH (DOUBLE RUN SPUR LINE) "Y 26 1933" (USCBGS Line 1) Reference mark, 71. ft. SI7. of tablet "Y 26 1933", 30 ft. S47. of center line of U.S. Hwy. 1011 in base on N. side of 14-in. hem- look troos wire nail and copper washer Quests, 9.2 mi. SE. of, 1.52 mi. E. of jot. of Kelly Ranch rd. with U.S. Ilwy. 101; about 40 ft. SIX, of center line of h\vy.; in base NE. side df 24-in, oedar snag; wire nail and copper washer TM2 26 1933" (USC&GS Line 1) Queots, 8.0 mi. SE. of, 0.38 mi. E. of jct. of Telly Ranch Rd. with 7 8 . Hwy. 101; 70 ft. W. of C&GS P.M. "Z 26 1933"; 38 ft. 11. of oenter line of U.S. Hwy. 101; in base, SP.. side of 30-in. hemlock trop; wire nail and copper washer Kelly Ranch, 10.0 mi. Si4. of; 1.3 mi. N. of jot. of J.S. ITwy. 101 and Kelly Ranch Road; 100 ft. 17. of jot. of Kelly Ranch Rd. and rd, to Kittredge P.anchs 55 ft. N7* of centerline of Kelly Ranch Road and 12 ft. SE. of 4-ft. herlook tree; top of concrete posts standard -tablet stamped "T! 15 J 1936 92" Reference mark, 86 ft. ITE, of tablott 21 ft. IT, of centerline of Folly Ranch Roads in roots S. aide of largo hemlook tress wiro nail with copper washer Kelly Ranch, 9.0 mi. SW. o£; 0.3 mi. 1?Y, of r,?. Sark to Green's Shingle Mill on IT. edge of rd.; in bass NE. aide of 5-ft. homlook treat wire nail with copper washer Kelly Ranch 8.0 r..'.. 57. of; 3.3 FF. of jct. of Kelly Ranch Road and U.S, Hwy. 101; 65 ft. S. of break of S. bank of Quests R;.vsrl 66 ft. Si4. .of the W. end of a small wooden bridle over a small streams 25 ft. X. of the oentor of rd.I In top of oonorote posts standard tablet stamped "1T 16 J 1938 109" Reference mark, 200 ft. NF,, of tablrtt 28 ft. 11. of oentor of Kelly Ranch Roods in root S. side of large hemlock treo; wire nail with washer L1 UNITED 9T.\TI;" ntl`.\IIT\ICNT OF TIIR Iti'l'i: RIDR-OY.UI,eRR'.\I. sun. CY 430.38 4;1.74 323.99 252.60 254.67 i 4 - 92.053 92.95 118.28 109.767 xa I: .. 113.04 I,-.Vtnul .r. ?'?. ue.?"nwlw.Clrm""IltellllUtlt?''. , r-.._ , i panic or Wusets Rivers 20 ft. S. of the center of rd.j in oonorete + Post; standard tablet stamped "TT 17 J 1936 137" # 137.262 ?rA Ra erenoe mark, 225 ft. R, of tablet; on N. edge of rd.) in root f , S. side of 30-in. hemlock trees wire nail and copper washer 140.67 Kelly Ranch, 5.0 mi SW of 0 9 NE i ? 1 . . s . m . . of rd. forks to Need- R ' • '"si?e? ' more anch; 1.0 mi. S. of M atheny Creek bridges at a love rd. summit) 9 ft W of c t li ' . . en or ns of Kelly Ranch rd.; in root, S. ' side of 24-in. Hemlock tree] wire nail and copper washer 211.05 a " Kelly Ranch, 4.5 mi. SW, ofj 80 ft. S17. of intersection of Kelly x . r Ranch Road and driveway W. to camp grounds 35 ft. N. of N. end ' h ; of N, approach to wooden bridge over Hatheny Creek, 25 ft, 14* of 3 " center and 4 ft. below the rl.) top of concrete posts standard tabl t t " ` ` e s emlped TT 18 J 1936 166" 166 .408 t Mr Reference mark, 121 ft. NE. of tablet] 15 ft. W. of oenterline s&r= '' a i of Kelly Ranch Roads in root, SE. side of 2-in. hemlock trees ... wire nail and copper washer - 168.62 a -r 1 . 4 Kelly Ranch, 3.0 mi. SW. off 1.1 mi. NE. of rd. crossing Matheny t Creekj 280 ft. N. of rd, crossing small oreakj in NW, anglo of T-rd. fork N.j in root, on E. aide of 30-in. hemlook tree; wire nail and co Peer washer 184.78 " Kelly Ranch, 1.9 mi. SW. ofj 0.4 mi. N. from T-rd. N. to J C t . . Gwin Ranch; 15 ft. NE. of E. edge of small wooden bridge over . drain; 10 ft. N.j of oenterline of rd. to Kelly Ranchs 5 ft W . . of a trail to the N.; 3 ft, above the rd. and 22 ff. SW, of 30- i h n r 91 n. emlock troe; top of concrete post) standard tablet stamped " TT 19 J 1936 209" 209.001 Reference mark, 76 ft, NE. of tablets on N. side of rd.; in root, S. aide of hemlock treat wire nail and copper washer 211,06 Kelly Ranch, 0.85 mi. SV7, off 0.46 mi. NO. of Elk Park Sohool; 10 ft. N. of center of Holly Ranch Roadj in root; S. side 36-inc hemlock tree t wire nail and co h _ pper was er 237.08 ? . z •,-? ?? /T 1 •1 r? r t :+ Q r 1 7 1 ?} S -? ? U\ITI:n ST .\'I'1i.1111:1'.\nT11 Y.\1' OF '1110 (\fY.lM -it 11 l:'I?IAl?llf'\I, 61:II1'Y.1' = ?i l{[jf_ 4. 1> i 1 ? i I 1 in any .. W Page 1 0£ 2 r?ssr QUAD. MSTRUCTION ISLANDSTATE WASHINGTON (235) By L.R. Curtis, 1954 ALTITUDL'AnovE Onnen THIRD MEAN Stn LEVEr. ADJ. Adjusted elevations bas d t S L it ?^,'. +?kin •. tr ? s r "44.570 D 27 1933" (USC&GS Line 1) 112.33 115.65 44.829 nj 1%?Sg f J, fi 1 1 f e ? 1 { .r UNITED STATES Ilf l'\I{T\I1:\T OF TILE I:i 1'F:IUf III-OY.l1 f.Ull ll' Al. $URVEY 'k wf Si] ! ?Y y ?4,l,tt? Vrr^ $• t y se '1"a' ? i 4 •'?`?`ti 4 . $p?y ??trl fikt,?+?,gh fly 1 :? ,??"J 1.)1 4 fk ? { r'1 "f - L' I 1 1 ?, 1 ? i a ? 1' I p Q 1 ! %'J f 1 ?I l1 a? lad J t.'? r '. r• ......-N....-r..-.I•.TUq+n... Now Datum of 1929 and 1947NW. n -8 ea- evel (Feet) Adj. Books PV 224a WASHINGTOIv'DESTRUCTION ISLAIiD QUADRANGLE (Latitude 47'301-47-451j Longitude 124'151-124°301) GRAYS HAF90R AND J'Fs"ER.SCN COUNTIES (2)BP.OU CAPE ELIZABETH QUADFILNGLE (205) NORTH To QUESTS Quoets Motel, 1.7 mi. SE. along Hwy. 101 to a side rd. S11v.1 thenoe 0.5 mi. Pi. from to T-rd. S.; in Y formed by S. and 14. rds.j 14 ft. S. of W. rd.; concrete post] standard tablet stamped "26 LC 1954 110" 110.236 Reference mark No. 1, 45 £t. SE. of tablotj IS ft. E. of rd.j in pole; spike Reference mark No. 2, 249 ft. E. of tablet] 12 ft. S. of rd.j in root on Y. side of 4 ft. oedarj copper nail and washer _. c a i?r -4 k r Page 2 of 2 Y?/JJ.? x (Zuni,. DESTRUCTION ISLAND STATL RASHINGTOt7 (235) ) 235 13?' Byron B- Johnson, ALTITUnt%Anove S e Ounlnt THMI) Alm. 1936 NIeAA S:A UVEL 9 Book: 87096 . ri ??r• • (1)Clearwater P.O., 1.3 mi. DIE. of; alon^ C1ea t o rWa or Rd.; on Camp Clearwater grounds; 140 ft. S{7. Of entranoo to Porestry Bld 45 f 5. g.; t. E- of center of rd.; 1 ft. above the ground; in top of 36-in. hemlock stump; copper nail d an washer 79.74 Cloar-water P.O., 0.5 mi. NF. of; alone Clearwater Rd.; 160 ft W > . . of the S7. oar. of A. W. Schrodt's farmhouse; 60 ft. BE. of the S. end of a small wooden b i r dge; 27 ft. NE. of the inter- section of the canter lines of Clearwater Rd, and driv w E e ay . to A. W. Schrodt'a farmhouse; 25 ft. E. of center of rd.; in top of oancrete post; standard t bl t " a e stamped TT 13 J 1938 73" 73.247 _ Reference mark, 510 ft. S. of tablet; 292 ft. N- of N. end of wooden bridge over Hurst Cr k 20 oo ; ft. E. of center of rd.; in the SW, root of 70-in. spruce tree; copper nail and vrashor 70.80 Clearwater P.O., 1.5 mi. S. of; along Clearwater Rd.; 428 £t. W. of the 11, end of th N e . approach to steel bridge over 2ueets River, 40 ft. SE, of tel. pole No. C 22 L 12 28 ft E ; . . of the oenter of rd. and 18 ft. t1E. of 3 ft, spruce tree; in top of concrete post; standard tabl t " e stamped TT 14 J 1936 64" 3 54.076 Reference mark, 87 ft. ST. of tablets 354 ft. N. of N. and of IT. approach to steel brid e ov m g er eots River; 25 ft. W. of the venter of rd.; in E. root of 30-in. spruce tree; copper nail and masher ' "A 27 1933" (USC&GS Lire 1) 52.67 _ 184.813 I rvfvv:n ,T.?•us lna•.f u'f •.n.> r "u rnr. a rr.r,n,u 10181661gf. ? k '?? . .n.v?i5 ?ti:?wr n-,yk-,?+nv.• ?E74 "'r",A,T f 'i I ,:s , a^'r=ia q'I l i y ? ! MMM4 1 h -? p'Ih $h{ I ? 1 1 m I i '? ' n j f J t T e . n /t I( , •l / , / ?? 4? L l if 1 J ' * f, 1 l f j I III ? J //11??/wl?l/m111 ? ; 'Y! I 4? F a" 010, qqt?yr [7l I f ' 1 1 Rro' I I '. ! _ I I hn 11.1 "1, Designation Tidal U 257 (1941,) State Washington County k Nearest town At Fort !lo den County Jefferson Jefferson Chief of Party F i 3 Distance and direction from nearest town At Fort blorden Recovery Date July 1961 Character of mark Standard Disk Stamping U 257 1944 e g ;, Establiched by Coast and Geodetic Survey Present condition Good Detailed report At Fort !lorden, set in top and center of large, octaEoral, wncrete block forrorly used as base for cannon, at northeast corner of intersection of Cherry,erd !dust streets in Fort !dotlon Center ;:rounds, 18 feet oast of west curb of Cherry Street, 37 feat north of north curb of Vest. Stroet, flush with ,around, ° Mork is about 135 feet north-northeast of red brick theatre building, and 41 feet east-southeast of building 300, wihen is the third building Nest of the. ?:xr Administration Building of the Fort '+lorden Diagnostic and Treatment Center, ryer avxs ?rran+ A m 022, AE. T. u 6C0uw-oC 5167 rc,- 685A U.S. OEPARTMEtNT OF CO\..:ERCE l ani'r (I.6. 5B) COAOT ANO CCODETIC :URVCY 1 r Washington - 51 - 2 R COVEZY IVGT_. E.!?C'; MARK a Designation Tidal R 257 (191 ,) State• 'Washington County Jefferson Nearest.town At Port Townsend County Jefferson Chief of Party Distance and direction from nearest town At Port Townsend Recovery Date July 1961 Character of mark St:.^,9a:•: Disk Stamping R 257 19Ua Established by Coas•c and Geodetic Survey Present condition Good Detailed report At Port Townsend, set vertically in south brick wall, of City 'fall , at intersoctian of hate, and Madison Stroeto. Bench nark is one foot from southwest cornor of wells, 5 feet above sidewalk, 28 feet west of entrance to City Fall, and 54 feet northeast of center of irtersoetion of Water and Madison i Streets. A. .T. USCG -4C 5167 (rr L 4, } f ? S 1 ? - ?d? ni ?' .L f ?,,.,y ri yXi;? }lq r t ??i'yi??} At A a??+ ht1?J;1•Y hiTll ufy??( r ,JS X 71,9"M . i tt 1t2 1 ? {I 1` rl .. t L A u - - •fru{"h ,,gy?pp 7 ? i .: a9f?i? µ w ? `I? . I 71 t o M 685A U. S. DEP AgT11ZNT OF CO`.:'.:'cnLE 7 tN13M .pia _ I4 - 1,1 tl•SUI COAST ANO CCOOCTIC SUaY[Y ! + I r.ECO Vr-PY N07-, E--NCH MI71,C w k'dchin;;ton - 51 - 2 Dosignation 'tidal 10 (1952) Nearest town At Port Townsend State Washington County Jc;fcraon County Jof£crson Chief of Party F. Y, ( f Y d Recover 1961 Date Jul 6 >3n Distance and direction from nearest town At Port Townsen y y «?? AF No 10 195 Character of mark Standard Disk Starnplne r 2 i Established by Coast and Geodetic Survey Present condition Good Detailed report At Port Townsend, set on tee of r-or&..wast corno: of concroto Gull around storage tanks on Point H=Icou at Union Oil Dads, on south side of Water Street. Bench Nark is 3? feet above stroci6, 2•'_r inches from nor`,h side of wall, and one foot from west cide of wall. A.E.T. Lrashin,gton - 51 - ?. _ y Designation Tidal 9 (1952) State l?achin_-ton CountyJofforcon Nearest town Port Townaond County Joffcr-,on Chief of Party i`rcd Natella:: Distance and direction from nearest town At Port Townsond Recovery Data Juno 1951 Character of mark Standard disk Stamping NO 9 1952 Established by Coast• and Coodotic Survey Present condition Good Detailed report At Port Towrsord, at Union Gill iock3 cot on foundation of eoncroto W:11 a.:ourd storago tanks, 8 inchoa southwest of southweot corner of uallS 8 inches from watt cido of foundation, 8 inches from south side of foundation,. and 4 inches above the Cround, . zYrcd3?? f y _, usco-oc 5167 685A U.S. DEPnaT:.:ERT OF CC::;.:ECCE -` 9 1 • A• 561 COAST AND OC OO:.T I C SUA VCY RECOVERY NO-7= E NCH MARK L. L. R. USCODU•OC 5167 f? 8 z y-) N: "? ! hNN 695A U. S. OEPARTMEIIT OF CMVZACE Ar•O? 7 (1.A .3a V. COAT A No CCO.M. Ou.vCY IIECOVEZ N077-7, 3i\!C-I MARK, Washin"ton - 51 - 2 l u Designation Tidal 11 (1952) State I.JcshinZton County Jefferson Nearest town At Port Townsend County JeffCroon Chief of Party Distance and direction from nearest town At Port Townsend Recovery Date July 1951 Character of mark Standard Disk Stamping NO 2-1 1952 Established by Coast and Geodetic Survey Present condition Good Detailed report At Port Tovrscrd, set in top center of south half of old concrete foundation built on brick foundation, approLratoly 3C0 yards northwest of i ' 3 Point F.udeon, and. approxiratoly 50 yards nort`;;cs•'c of rarth.:es•t corner of Point FLdcon Engineer 1•aintensncc Base concroto s courts. Top of found- ation is 2 x 4 feet, and three feet above Ground, ec Msrc _s 35,5 feet o' yf west of road along west side of old Arm;: base, and 55 foot ncrtn of road leading west from tto garages at northwest corner of tennis caul xX a? Q ? :fie. x r TO- 685A U.S. DEPARTM:NT OF CC:.::CnCE (I•A•SA) COACT ANO C:000TIC Cl'a V.Y [tECOV 7 ? O - L Z=tiCH MAR';C Washington- 51 - 2 - Designation Tidal 12 (1952) State rlashin ton County Jofforson I 'g Nearest town At Fort blorden County Jefferson Chief of Party F.U. Distance and direction from nearest town At Sort 1.1o,-don Recovery Date July 1961 r i } Character of mark Standard Din Established by Coast and Geodetic Survey Stamping NO 12 1952 T Present condition Good Detailed report At Sort 4:orden Center, set on southeast side of largest oulder on beach, 4 foot balow top of boulder and 3 foot abovo tho sand. Bench rark in approxir:toly 650 foot south of south doe::, and Lepro.d-toly 160 foot rar4h of or-all shed at foot of flight of abandoned woodon steps loading up to tho street in the southeast cornor of Fort ::orlon DiaCnostic and Treatment Crmtort r' • ? l N f c 4 lC ?. -'. A EST. - ? ? : , r? rya?y l i j? 1 c N l } ?? f H,,IT? N r'-t t),t !,'' Y ,d A { ?3 ?? ?? ?rJ 1 u ?d}? i i l Uf•? .".?vC2.n m k + 4 ji 1 !AR" r?r LL iii ?( 4, ?1 i U J n rl 1. •d y Y l - t y ! V i,' F r, J'rFA REPORT ON CONDITION OF SURVEY MARKER n«" F- Ap--4 -•-? OY.In.I n.,..n Na, 4, R/ N^mc:nt neaignniitm: Por:ti Townsend Northeast U-•r;h<d I •1st order 1evo11nG 1f6 h r stet.: Base (also Irian, deser. book E 0 n Washington county: Jefferson Gntetbliahed by: G.D. year 1856 Mark searched I.,., recovered by; Name - John U. Wri ht k (6/15/69 findings) Organization- Consult 17 Engineer DAteof«part-21/5/69 Address. 420 E. First St. Port Angeles, Wash. 8 62 a Condition of marks: List letters and numbers found srnmped in nor ens! in sash mark rd ' Unrk scam e.l; .? Condition: "r NE Base 1856 1908 1941 good No. 21856-1908 good; however elevation: is about 0,.09 ft. Lowe ?w e ? r4 than the station, not 0.19 ft. as published, making both BM's unsatisfacbry. _ r 1t1<nse r<port on the thoroughness of the ..rch in enne n mnrk not recovered, auggcated changes in description, need for rern i ins or moving the mnrk, or other pertinent facts: because IF is close to both railroad and high! RM No. 2 is more likely to have been disturbed than the stations but this unreliable speculation. Both marks look undisturbed. RM No. 1 would fall under a stack of firewood. It is likely to have been destroyed in grading ?a for lawn planting. i 't?, ".olrl: eaes?ees tt...el ' Y.COM14 OO 3632 .-PO ? e _ ? + t ? i I r ? t ?11 ?5 • 1 ,•i r 11 ,I •i ?' ?, ode'"`.Td ?1, ? l• ... ... 1!{,, r ?,.',/ - l .. . • . / 1 1 1 )fig y 1 h "JL9 ^! V1 d .. 1 1H `? , r r ,. ? v 1?Y r 7"..42 ? r ??y ?P ? ,tt'S'?t'd e ?' n ,?STn Ff rAre'.° .-.., ?23.? ...o-e+. "X'u3.•'fly,,)t, .?_'..JLV.._ 'iS,a?vm.?f)lf7Tz.Ai, __tM M13L4 n '• J 261 N4745-WI2315/15 s MOUNT ANGELES QUADRANGLE WASHINGTON 2 3'y? ON— aTATLt CHPAMYHiT OF TXH DITIRIOX 0!9 r••t OIOI9OICAL JVR7ffi 1 ` a ,h $ ..D YOVPT JTgeL OVADNAXOU AfO TRAILS PORSX AND MXYCIT INTO YT. OLYYPOJ WADIUNOU (D) L. 0. LSnt, 1 .? ? 929[ e•a. -5344) . L.. Dlrid• Oetl. c. 7.3 •1. x, I. 7.9 •1. J. °( YlYmm y '7 rated att., 57.5 tt. Pe, at Ppn.t 9.rv1e• •IS. Po.C 7 rt. nigme tbm trail, 29. 10 tt. 0. pt m .f a { 9 tea-ere.r 1•nling t • Om I Dwlearl • •m•rd t•Dl.t •tuD•e •L 28 1929 1917 y936.656 ..d on e.• Lnl D•tnv brwgbwlu 1 m 92 : l P. 1 et n. Itle b bn•t a ] j I 1• g`en •[• . 5.0 .1. s. pt. n•• • R1r• .- R w .ne tle)•t Rlnr •b.lt•Y. 850 ft. . ; . vDy n .-7 Ad ut m•nt ar 1947 s_12 :r Slrb. and Yy flir.r tit, 550 rt u5 tt. NII t 9•nl.• S-.•f •Dln. t ant : et d 2D t[ e °[ te•11 d R1??: e !i Cleliw and --m. i . . , an f e `d• b " ' _' 1 1 nun n ( l i9z9 i686 dNA 1. ueic Diu a 3t z9 i9 4 ) p 1685.571 rep .... 1e111t1. 1i r4%zl /43 69 nm gu.re rt•.. 1.4 0 120 It, Of Ir•.t 22 , r[. 1. of rlr r O.N, Owt 1...i1•pm ; 99 5 g r n rc. P. n far= io n. n1W.r Ft e il. or •? z '?i - - 10%1% % m ` 0 1. Sn g• d 7 tt, t° .rel bI Y ]2-Sne6 eD dE• m °OI ? p • l itr tr• t•b_ • _O •L 30 1929 1451• rd 1451,479 CS 15 St of On C? ?ei a H Pn ° ? ..il.pa P • D i ?? Cee•k. 25 rt 6 2 tt. a il. Sn sdOm -1-1 eE ? l 2 1 1' D C ?CU ° 0 1 220 34 !' t.ne•Yd t• l p L 19 41 9 S 2 1, tl. nr. 7 Ie. XY. of Pont ated • I? ElYmm . 3 . L 3 &+., r it . . g rrl?• • 1•yo c 16, 15 rt. ]r. I 1- 6 tt, ln.•r 03.1 le M a 0 m t [ l n F p u nl •nt • n • . . e•v m , I uD.a "L ¢ 39x9 1789 1789.461 G '- 79. LM?2 IRJY DAY. PAYCH It P AYO. QVAORWOIB A.1. FW nOADa AXD NDU b gOV TYLeft YAY Lint 4oo 400) HAR OVAD14rou ( (Dy RT L. l L ig 1929 a- ook 0 H ' ,7 33 . , . 1 Om. a ee, 2.0 xl. d. Of rlt old r ". ..r Ptrk, .8 Il. 1. of rlt t0. o Port AOg.1... we 300 It. i 7 . a 003nt .b.n N. 1....• top of ridg. for X. .SOD . tt. b of ee. In ale Wm. in umeIm 1 r 1e8•, `N . & e eour1 t era .Diet .c.oD•d 145 1929 2829• 2829.874 ua aup A, ?Pta. YOIIYT ...H OVAOMIIOII rAD-..l 14745•x12315/15 1. t3 Its •M.leftD..eY!•eY.munO,>.r1(leofeai.. . -1enY:ui•S S161ne, d.W !t. e, m0 Op,TS +t. i. o< -mt.r er m1melW,nel:t°t°t°uwe°•L ES 1929•rlSeti t•D°3 ! 1t ..1e1• . ml. to tm aenr under rsn- nb.r •t•ee11°Yw M. TYw PHA- V.-O" to- AR. .1 DID. Y..-T AWt... TO - YII2J YOMIQA]T 01 =R .._ 142101- eSAtiO• TXDI01 DEPT-1 SO .®T— SYT•t 71OY STATIw TIODO. MT SO 10.1 YI[2a ?.YteB640i>l NAOq M". IYT A. tl. •., 19401 0o14ro1 k C O igkrI.l18. ?0,) .i:•r ?Ot •1p?•Bno?O N•ll.••, 0.33 .1. t. f seta of u•11 n.Y, 2 te. DO 0 1 H. htrmr en•n t f \n11. Sn Dwid.rl •t—— 1.01.1 •.D•e •iro°5ig4o• Oe•• Y•mo. He•N •t•• 9 1 ¦• .r, 0.3 u• i. e+ .l p. abed ll .If rt,6 0 f\.t, •lory trail (rot fain. sf .1.13 • •.Y. y It. •+ WN (\. nl.n.. [hm •°tt\bi9°ItiO'r.f 1, fn Dwle•.1 . ew •bi•\ •\up•a Den Y••e•. Nw •k\•x•lN „ 3,9 .t• ¦i, er. 0.1 u. i. IF aa\t.t Cn.Y tre bwl 50 rit 1.101 • •W er tl.mn. U••, / fl• j..T •ng 4 ft, h1 :hu 0 .1 •tuyd •• r f aroN. !n bwlenl n•te•rr -10 •Ai f 3540• r•tu••3•a YY, 71 f\• 11. of 1.01.1• m bw11•TI a•• Y. W. luua •a.., 44 n. ¦. sr •.mn. •ewt no tt • .t. •f \.•13 M1rY a• Ob•ew•IlM I.tn. •Dw\ y'?a. t. •f tntl t. Y•7A.n /•.• In Dwld.rl den uebt ....r•. u 6 1944• hf•»u• urYr 93 n. 1. •+ Iml•l. w Dw14•r1 •henl•r •t'••.• h Y•Mn• NW n•. H.3 It. !I. • . •t Y•re P.... l• E, f wlet •4•n .tell •ro• V.", itng:N i•Ol.it., p.4 'N 7 194V t Mnnu•• nrY. 21 ft, 11, of tnl.a. er -I.." .tint. •Mt+• 4 Dnt ].neln•1 irlmgul•t1m att., m •n In.l P.•Y. 0.3 e1. Bt. t tlePdm !t.• et E•eE of .•In DrMlb mab po.n•i1IDt Plnr. en nlghnt D•n of .u.milt, near •1 r e tOD° D a trl inrulnfon 1.01 t •tu0. r gk •eol\I et 'a:neln•1 1940•metr 6592.09 6001.238 . n•bnnn .vk lr m e. elopy aigbell bale. Mrhut '°rY1 .ema•.d r•r.nne" lb.O °t • • n.cu:.i oex ne a in o•u • 650 S•339 g•`•nnt• • t 2. a •d/• [ tnD Y. aloe.. 30.67 11, E G Y ..nrme• •01.0 ew•n •e •r l • m is n tufgllnneY•r 6588.315 DO.• V..de. -d •t•., 4.2 u. I. er, 6.8 It. s, or l y t1., 3.95 lt. lbrlt•narortN• et g°?OSnIt'°higlur ? ?? tn`nn Bf1940 1• to :oe1d•r1 •tme.,d 1.03.1 ..-,.d 3267.386 3033.724 a et, at. of tml.e, m boule•r1 nr( :1.eYVU:r 5267.70 X.... Ri.... et... 4.7 •1, i. or, 0.3 .l YI. er N N .I thm e.nt•.5oV1-1T In*41. 9ft°6 rtb bo:1d.11 3478.833 e • ra %.bill -pm -RD 9 1940• 4430.823 n•l.nn•• .•rY, 19 ft. I. of nOln, In root m 1, Ild• er W{n•D fie 1rn1 .•...P nail rich rnmr 4422.96 0. Y . t•T• R?or Hund n•n t.} E1. ti. et. 4 If sau-267 t1. 11' o°r ° v MiNefltM 7Afi,°NHMr tbenimb? N SeS2.SS bwle.rp .nne•ea t.eln .tup.d •ne l0 1940 3087.629 t°ila: aI ]:4n IBiSaitn:l°ae)°pbt°taln•I th ub., 3088.10 444,.764 rco nOY IOM AY._Q--ax -la co.. 1940, ...k Bw ) or 00-ou (.1 . .r Fm• 4456.34 . . " dn. r •h. o. •1. 6. th.n•• 2.5 Il. H• rrw, 336 1 d t. d 6w r?• t. fsot .1.......n a .. . me 14 2 T• 191„ n. 5 • harp bend Ie b, A•tM, . or 017101• t•el nn•1 I•rY D.und•r Tr In top 1 { ft. 3847.134 a X %0 ° .rmla. ewla.ri •ama.re i i i . .we? •e y : l. 1723.096 5840.68 1 .ft.t r \•010, P.nr • Y .• 74 ft ro 1 , b.^g' 1' f\ . ie• er 24•lne0 t •In: 1r•.I .prix n 13 •IM •iimr ° 1718.36 dry i ?- 1 7'•4 y J 'ixrw'k:WT,•'Sr, .'ft 11 9lL Y-. ,>?,?u1i14it O'••^tVj; m5 1ri( `'! %'w-A' Pit t 3 IJ. ?:'rF r,.e L t'3'v°? 1 ( a .. L7 ? ? e ,i( ? I , y' t I ftw ACry,4 230 N4730-WI2300/15 THE BROTHERS QUADRANGLE WASHINGTON - i "IT= 3TATta DQlaR1AIT OP TNa IXragl. 2 ; OBOlool 1 mm LTll?yl i % C TO mRO 8.A99RI11eQ9T TXIANOU BTATSOV eOUTH.TaT At to ROAD eZDB o Or P _ tl00D CAMIL TO AIT TAIA.WGTI® BTATI0 It"= To V. e. ..A.T ANO OQODTfIO 1 UR97 t +% F ey:. ? PIP9t-oepeq I.IXS Tr?I RI9.Ra TO tt_.A Iol r. A. A.... Mot -1..6641 me 866421 ?'F,? I Tn1ry-oie•r le elw 4 4 gnu, Swul.clon t• r nQY au.e t+u • Gv1 9x9. "'-h a1 • M «.t[fo nc•r u t eo A . an . +ie• at tloaa Om•lirwnouc 1 .u fe.l .` ..Q. t N•ufng• Polnt. •t • mG of .v11 nru• spit. +Wi 35 ft. hlgn. m b•n ,voo lot 6 It. tam 0 a 5 rt r ?7 ?, { r r 1947 <l . - , . rm ;. ,do ma S ft. [rm .. •la• or gn..t Dart of - Qr.a...nt a Sn artll Ml• In roar! .a.o, a o.s. •c -d trl l t „ . J.[[ R p me k. C 3 + wu . lon .«k 18.757 R.«une. u l! e ol• 1t m Ck k, 19 sea 6 of Dad k V ? te y .t L f_ roe l .9.. o. • n .no m a .M 1 t 6.933 .7 Dul• an'qu oleo !.t et yt7? Rvt•a uo• art ], fn sill! e.]• Sn look on orcbrn m .. ,na of .ms .mrl Os.e. k O,a.naue.M ; r•t•..nn.• el.k 9/19/52 .R U,S.C. h 0,9. •cma•ra e,•k •tmp.a •I 15 1931- 13.x p k 9/;0/yam/ [(iC? R.«r,na• v.rkr 70 ft. Re. ar al,k, 'stout SO ft;k. If e n h f• - yun.nt r or htg ?•T.ien nmle•r S plat! anL .?laa . (r.P.rna roner 1947) 13.54 ? ? O.B. • uaare d- , .+p.. •Y 15 1931• 18.6x2 r .m r ry: . ` 66'' R,t? of am•rt.tSO tt. ML l el•Y, en b..• • a. . r.. guars e.lil eel..i•a .w.r.t Q 1 6 E a - po??_ +T : 5. 4 - 1 .1' POT 1 -1 ] telmgul•t1m t e f I k, m..rata.eta tl.1nC 1.0 k. . o tl•ou:• = '49 0S .p O.e C Y O a L top or . , ,.N e •,nr rrov •a •P ?vm,n & .! /u Q. •• or ntgM•P• o[ nrtl.,f o ll ? . . . . •.3 I?v A. i T"- It— co Ol " e rl m 1. 1, .fA ognuAt tt. le.•r roan ie., Sn omor.t•1 e. •oa,ee ctimgul,tlm slat !sh l • ., np "too, 1971 (45) oo iv, A. it.., ell[. m•rll a.. Q. or cnlnm Iantl 48.192 .! • R.J•n0u ark 1, fo drill hot. A. out..oppin t t g roo :`„a. m r. •la, .r hf_" O.e.O. A 0- 1 .ra e.ra.n.. alas 72439 - R,«nn.• •mk ]. Sn .rill Ml• Sn mt.roDptng soar. 1 WB.• m W I- of . - O ? . . - .e.O. A 0.0. ,CmO•n! e.r.nn.• e1.t . - 3x.160 S f ° T" glrorllaea QIADwcu --oroa e477aiu300/sg ?t r1 en \rl maui.tlon •t+. (D,s.O. A o.e. ). m .Mr. r eooa ems, •Me1 1.7 .1.., or alter. !tint. •M.t u 1 e ... Oa nilw w, It.., 2.2 .l, W. or uo Do.•..ll,p. .S. r i l ? R•., t 1 to W l??of IL u: SO ft. •M•• e1an- r •e1.e 3 .. ra j RS•.. a.. e. yy. T. ]6 Q., R. too , rt. t. 1 nte tLt•r. I1 tt. Y. e! m0 ] rt ? n y 2 , ,) 2 ?, p•r• 1.1• e. 11 1 1 ..r \Mn ra., .fa.. t. hwrr.. in .m t I v ? O. e ,tua,ra t l ` . g •r eMn e? r0.. 1n bmle.ri +c,ne•p t•bl.t •tu 7u 4r194o 435" p.a 4 } ? A . . i uyul•tleo al•k . 13 !03 tl r i kr urou en .1 ... \. vu einry pn\rwtna .eo.. r w u 453.597 Du...anp. g.aing .A... 4.3 .1. U. or. 7.4 v/. W. or Do . ,lt P ^4 i . b ? a a l. s.V. A O.e. • wa.ra slat • .one 6 . r. D. .a. w r •t.., .lone . up td Do+u.llf p. Riau, Mr. x S x6 ¦ X r .) , t :? : .36 .w rtmeul•at.n •\.. (p, a. D A o e l W a „ . S ., e.n,ra 4 ]6t{.19x..9• e[ N,. Sn b.ule.rl • t.bl.t .tup.e ' . ? , . . , m ., .mn er Be oen+le .teas a.6 +l. Y orro.t• M !aloe m mar • • • m4 t l • 644.909 R f Y , 4 • ' \. pea S o. A-unr .. k, :M•hn •DOq .urfw t •on . in en M Od.o. o e e w i ee . N rifi . e rt, 60 [t. . a! C,bl.tr to ro1 on I. •la• or noe rii temi ..p. •r n.tl .«n.ne.r 643 06 1 .? N . .. u .re artmau a3 •uon l .Y i.. .. ... G•q) . ..•..nt 1R $ ' i f -D arn I- n... 1.4 It. a, .r ama De...,i U. . n1-.... Soo t u mt g00 r % i ;. 9' R•t•!•n•• vrY. an bun I..Mre rem -11- Bleu to om.a 61st!, In pr.anm{ fi . ' y . c. e. •na or et e•.un•. loo It . .. e r h111. SI «, e. f me ] rt n1 n e 1 4 ^ " Rml t1 -le,n •c_1d n«nno• 4bY 7- . a tom e.nur o! r .. Sn S.r • 7% .0.4 wuropl •tmd+iE orbs rtup•e •V 7 1940 fo47. 1047• } 1 4 - t 11mb brat x V1uW1•tl.n •\•, IV.e.o. A oasis, 1 p1 yy in,. .t kne.n .. Aleck. Ioin r p bbnn., art, .met 1x0 .! rt. YL t •Gl,. 1aM r 30 It. Y. of me 1 rt. Nm o n N r 1 G r e m . . re s Om•l. •bmt t,4 nmtl.• vl• o tl.?• 9 If uv Rl m r o b ., Mulaul .nf..l.e .wan 1051 66 Y R. l y.r. bwt t5 «. t•.Y .J rr 13.•. 1n em. e an-.•t en v.e.o. / o.a. •tma•ra arlmaul.nm ala la . M,u•llt • Y.I.e. fw•r .\.., •DOUL 6 « rtm Or ?IK i` r•r eue¢?l` ..n,a br .e.. •, o. Oruu 1• aln.tl) roam.. •b.u 400 o•\.nl e . . orn. r. 300 «. • Do.... dl M. it, r.. h.. i ce t ' .?, d 8.654 , I n. me• I-- - A -tna, 29 ]9 tl Jt. 1. . t ma , NC. lan.. tom e.n1.. e! In Mula. 1 1 .•«nnu +vk 1, W. It • ,., to rt. M•t It hlab• 11n., as 6 s { + ,b G n e \ rl oars {•b,•e .\mp•a •rA ?i94o 1450• :449476 1 o lmt •r .man e•I 01.0, • O.t. O.mpe nhnm• aby 6 394 bbnnu urq xo0 «. I. or MAIN.:] It. ¦. vM x rt. I•r. r m•n •me•r or ra m Sa 1 +R Ir a.r:-u wk P, M V .t tout ] h. mt l.• tau n.. ,o r1, auk •i elfin-.•\•r ,In., in nMl u.a. o. • a.a •lm. re t „ ..l eniul.e w'r 1447.oA cr.•t er•u r w 0 x SY ?f ? b J . . r.r.r•na. al.k 7.915 o , .7 a. X. or .1w oou.a113p+ er•I, .. 0.5 •3... st NS• .•rM. 16 alm t il S ? i K ?' Lire ). r.oY lOOr rf-- OUAD•AYOG .11 Alms rota n rOATtl !i IT 0I l,0Apw0u To Dou ro- NWCa ea 5. a a o , tt. e. t Iu• OnN •lnu A-lN, .ur •eNt e( in iVN 1?uBe.ri Ai•ea•iee5sq lain 1-''u T 19401 1646.947 ?qq ca ? . ??66 1 ! RTy.AT, Otto , Ga f Iw G? Dwou le aeoY I. A. All... 19401 R6647, 'Ar\Ip 1.••I,a Dl e. e im., 1 1 s bbnn., nrY, Soo It. I. of Mbbt. Al. ( trt 11, 20 It. . .f Iu• atuY l Y Ffi7 6A i6 '- , , 9 91 tet .,404) . t?•u • -t ] fl. nt M Mw ma ! «. s..r {ntl, n ,.rA.uta.« .nf..i•n ..••n ,6 14 . :, i wa •- I. er ama M..•N111. R,..r n., iS.`Y +.•. 14, r, a3 . a • 39. un cna \ral rort, 0 15 A er , .. ., y \ u na s•na.l• r9.. •e•.\ 17 «. •M•• rl•.% 25 ft. 1t .f . . . ma ro.unup• RI•.r M.ll 300 [t. r. .r ..•t 0r..t •It•r, t r.o{ •f Mli M } . , 1 1r1140'N1':..a. .M...1 90-776 . on , i ft. f ma ] r1. hl,- tom tn:,'A . 11 lm{Ina eue•ro.l •tme,re \•.. . • • . J': Sy +gJ"1 ?{ A.fe.•v vu., 40 It. 1. If -1•1• w tw.la . .\mpN ra B 1940 1736.;10 -o 7 .r1 . ,.•l.a •1u..• 718.07 a•r.rm•• E rk, amt 13 It. a. or Mbl.tr m .e,k I.ea• • nN e . 1 ' 1 . +mu, 177946 . } 1Y_? j Ir l,j f i LLt ST? ? X S f {- }yr'1 t i' n I t, ' ? M '? '1M f,IAM '. Al.',?''^ '' 3 n 1 Wk ' A -i r ii tS7rrI 7 "jt . Ifi_ _ VM . i.- f'+" _ f l ? r ? 1 1 M 1 jl , N ? F u ?k tL ^ r N yr N 4 T16 8ROT10HI6 QYADFAXDLB tl191QNOSW Y4730-tl12300/15 Puts P••E6 Tj4 ? i rROY D098 roIR AIGNO TRAIL 900TtlxPdT IF fBHT CRAHK Lrxs - 4)'L IIITO vOUNT H'I L QUADRAYOtt (Dr I. A• Allis, 19401 FROM POUT H. A4- NORTH Or BLOOM A10N0 ROAD A'r9T BY fir.. Back 88643) Y OP HANYA GUARD STATION INTO YCUNT HIM t Cn•Y teLLl terk 1,•.r po••m.111p..4.3Nr euD, oOAiNJIOIJ: (D> .. A. Allis. 19401 Book 88641. p•+E H•2.2 vi. 98..1 .1e41 Y.•E On•k t[ .Sr 1.3 al. e. r ryr lin• lsvI.0 tviv Into YOUnt 9cn1 Qo.aru81.1 jf' t D>141• w•+ {uE G-R. 3o0 ft. It Brut o[ f Hq„ niuro7 re. N. of .1,a 5 re. uN4.r t6,° en11, In .-I H.. -d .n., L.o .1. Ha. .r, sa. } .•+. 15. wt. pt •!ue•M 1.01.1 n.mp•a nue 9 1946• 21129.106 24 N.. R. y ., 2.0 ml. NR, of 1I a I. of N.I.. H.v. q1v[ M.e a U.H. HIS-y 1?)1 ue 22 ft. NE R•t•nne• vrk. ?l00 rt. E. of , . N . of ITIARB • rm»•B by Juna 11- of e1. 1-1 US. I. al .tW 4 rc. 1,1Dx1,C + tnu 1 , e IuDlatl.m5 I IT .. _G L b An•tnnZ. In a.rt tAR-d t.b- •tup.a - •q.. 2399.97 "TT t g 1940 663.122 DUN 4 1? a . R•5 I . VARO TATIOY, IV :9"thi r . H. o t•D3et.0 2myu` r • I. n1 _ It n5 asnt•r of +a..? u•a' 0 653.59 ' POERT YT.- QYABNAN.1E, D- 2, en -N. DotlBen eM11•el• 6 ?•,O,a. • PDOY 3¢TIDIR O 9 .M .cm.. 1.8 mt. Se. or, 98. } .•v. B. - - f ' H??Y1 oov. ?•S.PU q R. A. 1li.n11i94a IN ma.) xutl., ?. 3 m., 115 It; er erlag• a er ..13 me•r»rn .M t. 0.9 -.*w. .r, o. mi¢. r . on . tee In noise. nt¢h a td=drt mil.yo•t 5, v If o or . 10 rt. M [ V.B.Q.S. iefuh.a.e••e cn+OUan .u? B Iaarl • tA01•t {d 940^ 664.700 7 ' ?.{Im • i6e 1 r et wm Dt D+... .D1n {tvp n 2 Re 1 U.D. o 1.?3 Hung Oying 9tatSOn X.br.nv. nermenm• +L z0D rc.:. If c.el?c, 20 fl. NR. or Y.+k 1' 259.102 AD tl, or Y ..n` vi root rh .ma : t.• CD3•c nia?•ut' rJ., en ou or pl RS•Nslea a. 651.54 Int•Slrloru •[e Bu.. O.o urE Ye2.70t60e.3 u o.V. 898. oB po.t 5, on ' tea` . . x.mn. •vm -tI . IN; 1,r 1 c 7• 11 J D.gfne Hc.t1v, .rODI lm..e tup•eD' T. 2? 413, R 3 . ,.3?nar.[ Drlig• -j, ue•M C Y•'k'2' olaBl.m1 Hw1.> 0.¢In8 Omtly R•f•r.nv 248.754 C1,. . 60 tc. B. v M. r u 22 . NB.vcD A ^-_• ..•. .•ne•r t'r.. Sn Deulesrl • .D1•C Innrtoru N•AMi . 1.8 ml. tl8. L', q o-1 mt, Ya. IF "TS 3 PS 1940• .maa 562.116 ` X11.1. It. vll•` Ref•nnc• m 9o It, • of CmDl•i.., 20 r1.19.8• -c ttd1,e." > 'b!"6 oa, ii It. n. at 4.5 tt 1,i Lh.r tE.n? . lsv.ttu .. on or . lv 1•r • DoolerG .tuamM DS•t • p.G D eht.••e I—— Of + •0u.» 559.17 'TTr25 RH 1940 318.909 a.®. B.®. ara i. m R., R. 4!. S v F N tt. 8. ofri 1,11,6 011,01141• R•3 ft.R h. rt.t•r f TO.,.I. 15 ft. DN,lurl 2. I. z4 N im.•1.eNMr t.9R.r• ..n y re• 3o5•z5 menerL•n. IN ma'i8 fit. x. or ..near r e., to • • p..tt • d- t•D1•t • vp•a "n 4 RB 1940' 684.850 T4t• D. N.rd atm. 2.9 ml.-of, 0.5 mI. 96. o+ •1,a R.f.+•nvs vvk. 50 ft. IN. or up3•!. en Doulesrl - or a.k.w.e 1,11.1 .a.. 0.3 .. tlR. a nria¢• o.•r On1••1•e .aR•r• 68H.92 w r Wvk.Dm•4 X11.1, 245 rt. I. 'f.' 41 Sn .+ nur ¢. •• er 41g?A-'. a e k •It e 6o It. -d Da1• a., in of, tl8. [ .. o. . •ri • .M c•ei•tup.e •n 26 RS 1940• 611.120 XT.m.z4HN.m.. 4 .r0 8. •,tm, 4.1 ml. . 8 1. . .1,t• M. 9a .n V R-1-1 I-, A- BS It. v. .t -It, » E. •1es 16 rt. HY, o[ •tl•pr•t 10, ?1. Dvle•r. r.eeuemea t.blu er M1Sli (pearl It_ or At. net 603.01 •teD•e •n 5 R9 1940• 973.058 ?;. R.t...... ..... 100 ;G". . .! uOLt. 20 tt. 9, a ue nt¢M1.t CM1U I.r of ra.. on Doula.rl .1,1..1.0 967-t4 p rS1 , T. eN.-N3 WAORAxall tlY18I11OTOtl .4730-@1-GA5 r..c7 r••e8 ';} i'^.. . {•v • N•M .H•, 6.t v'. e• ef• Ne. } .•e. 8, -t- or Jor•t•e Cr..k re. uJ C-Aft L•t• M.r 4.73 - a 4 tl.. f37 re. , er m11.DO.e 12, z4 tt, vi. ms. IR..t Je+.c.a Or.•k z-TnB, 1275 1x. ¦. IF ua 2 It. nl¢h•r tna aut•+ et M., to I..na re. . et m11•po•t l4, ]2 rt. Y8. of lm+{• +.una peinti •e•naua ewla.r, . 9a. or v.ne.+ or +a.I In Mo noule•ri ^li I ,?j ei 1•r]. ewla•r. 2 r0. D.S.. IN. '? t D1•t •i-1 'TT 6 R8 4940• 1507.164 .ra I'. .•t •tup•a •TT w , 1940" 944.869 + N.f•r.m•• muY, BO t1. e. of 1101.1, on 1•et• »aY N•i•Nn .mark. 30 It. H8, or 101... AD MIN out.»pi Y Nn»pl •nl•.l•..Nara 1511.34 I .:d •aR.r. 557.78 1 E.v sm?• •r0 .t•., 7.3 mt. mle41 ra. 8. ef, lunation It Jon M I...N M• ua N... LANA ra.. 2 B .». ]62.11. 1370 It. I ..t .1,a of tlm• tlmv River ra., 11 ft. 1. IN. ol, 0.6 It. IN. If Y-re. cork ua &t.!, t tt41mt of id.. 2 It. tt. f3ua Z. or mll.N.1 3i, t4 tt. B. .1 .ants of Id. 1,e t{ A8. Or •.q IF I It. M1I{br Mu a.nur IF ra., In ?•ry• Deu1E•r, .` tt. i. t 2-InaR t4 tnb In aene+•t. po•ti t.OtM t•Dl•t •.AAN•. "IT 7 N 1940• 1638.834 uBmM t• l.t -I-D-, •TI 13 N 1940• 928,101 rr R•f•nne• urYr 100 n. A. At t.Dl•t. 20 It. X. It III BIT-.. nark, 100 fr. • et 1.01.1td., 15 it... of ua - ti ; Ml 4l his eut•e of {Gr lRU eut•r of M.r y flat -H "t"" •D.ut 2 rt. 41¢4.1 In 0oula•+l NO 4 M•a •tu•n 1638.62 eM1i••1•d .pis. • 932,62 F1 ??, "' LIY2 6• ??I'?y NN(( ',1 114111 PORT 1.3 YifJn HOME OP iLWa AtOxO NOAO mi9T f? •J,4 D 90UTYRST I8T0 rOT4tax QD1tttl 011 (60.01•-run .rye j II. by I. A. WAR. 1911o1 HoeADk .8641) Y J•n? a fn.Y, o.B .3. 2. It meul4 er..e 1,e of i..ail ii ii.i:nti in •.nt.r? t mra•i ar..?• e., . u • fa•t1 . WM t•el•t ?? 1 pyy1S???•41 •tupa 'TT 16 PA 194M 174.900 , ' NNtA, N•f•ne. .+Yr 460 11, Al- N. • IF t 1,1.1 3o n. 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Ya. e[ •! re . 6 a s? i 0- l4. 10.7 . i? ..ane C e l •ri • au t•n t 1%5.838 c' • s R L 2319291546 iup?a :. ?w 37# F •, A Borten eh. 16.2 al. Ye. et, 454 t . B. e[ v11•peat 171 400 ft, •. e[ M,r• 011d.n4 O?yyOfic.aY.of[tialll _ • f ... .. ?. - •tr•'v a6•a[Deuld•rla•c•nd•ro t'h1•t •tugd •L 2? 2721.766 1929 2722• e •e }?(' ? ' us1¢YOraY v47;o-Y1zSSDhS 3 re, omisern avwMYOtl r••c . It. 0 gu Y [ r [[ ? .. C i' 7 1e anwn e'neh1 5 ro fn• MOSEnCh•1•teOUllMng•• • Or coo Y. ilt?rr 7! tt. h prOnt•?iCn•Y • 1$ It. Y. oC Gnd 6 (t• N{b•r tD•n o•nt•r ofD•d rd•P..B in Wra t•bl•c •tu a4 . i 1 ?M• t a 230 tt.rE. of •lr••v, 35 n. B, of ai. eT• of v.1n •t and•,d c•b1•t 1.Od• et roaY outeroDl • u 1001.231 19 X940• 1 b+I1dSM• in •.Mdd•a bo------ 3601.716 •tuwa •? a5 1929 5602• Mr• 0 r R•«rme• orY. 57 «. Yi. or t'D1.t, In rpec on t. ,ta• of 65'Snen tir trnl oo00•i nail •Lt n•Mr SOOt•0% l 1 ? r ) t. ' Lw M,td• Ch•1•t, 1.9 •t• ti" ofr 'bo:t $ •b•n tr•11 Mvla• Bi d•r e of il• eln er tnllr 7 fe f prnn On•t Nara •t•.• .0 .1. n• or p.5 .t• . 50 YI Y. tc S • • ? ? ? q 1 Y-- -d I . 1? t•ne•nt Y..n. tee 3roeY00 ta.r L In mlf slid outerov nt m IesNen •c'Mu'a 2x6 .402 •a % 26 1929 2263• ! a . p4 2 YSt• . , er or •na or ra.. 1zo «. h01 e11 ?elnEielnei a ?[upeG 'N0ri6 nr d.1 I up Dl•c . I. -t n 4 .u 902.T21 1 ry IA, .'lla L t a• B YOMgABT ataa TMiL AYD iOaD I11}0 9 R•«nnp• a•rY. re o[ «blltel en n•? t. •la• 912•72 .r n• n0Y 00eC0 MYO eTUU yI,pl4Ydt2 lbT Y. M. Bwn, 1940) Boot OOYT of 30•inen tir Lr. o pP Mt of i F IP. Ee6401 wlr l . . Or•v Cn•Y Nard •t•6 S.D ?1. Yt. of. 0.4 v n [a. i.a oui .e 4 n5 :.i 4 i n ' awaq raven. 1.7 •i• Yip er 900 rt. 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I ? 4? tl ? , fflw )5 1 f 44 tr 6 tij n-e.lf?l7? f ?, I? ` w,?ri? li + i+ y R f q n '? { ?S???r t y T ? :?4 {'z#lyl a ? !s! I ? I, I ? .? . 1 c ti? ?' • f + 4 • ?? I y,?'?iT'h f tt,yr I I ?I? t1M?f1.A > ? j1 I 1 ' !`'. April 26, 1948 UNITED STATES COAST AND GEODETIC SURVEY First-order leveling 5 Mi. W° of Pysht to Neah Bay Washington Standard elevations based on the Sea-level Datum of 1929 through the medium of the Pacific Northwest Supplementary Adjustment of 1947 for bench marks described in the attached list are given below. These elevations SUPERSEDE those ubliahed on a e 6 of the list of descr ons. -- or tidal bench marks included in this list, elevations with respect to local tidal datum planes are available on request to the Director, U. S. Coast and Geodetic Survey, Washington 25, D. C. B.M. Ad uated Me Elevation B.M. . AdJusted Elevation. ers Fee ) (Meters) Fee ) A 242 B 242 7.901 11.922 25.922 39.114 U 242 V 242 4.908 16,102 C 242 242 15.218 20 49°928 A 12 (USE) 14.602 4.230 47.907 878 13 A 243 .355 56.929 66.781 186.775 W 242 x 242 20.156 . 66.128 17.253 56.604 B 243 C 243 92.184 178.762 302.440 586.488 A 13 (USE) Y 242 4.891 16.047 E 242 - F 242 52.414 56.763 171.962 186 230 A 14 (USE ) 4 4.926 6.603 16.161 21.663 G 242 72.195 . 236.860 z 2 2 Ba-adah Point 61°837 202.877 H 242 28.643 93-973 (USE) 3.331 10.928 J 242 p L 242 18.384 8.928 60.315 29 291 Neah East Ti 4°948 16.234 PTS 31 (USGS) 4.925 . 16.158 dal 10 5 (USE) 4.553 14.938 K 242 23.854 78.261 Tidal 9 4.864 15.958 Tidal 1 Tidal 2 4.008 4.106 13.150 13 471 Tidal 7 Tid l 8 4.996 16.391 Tidal 3 M 242 13.149 . 4.140 a Tidal 11 4.465 4.328 14.649 14 199 N 242 59.278 49.756 19{.481 163.241 4 (USE) Tidal 12 . 4.828 15.840 P 242 Q 242 7.342 5.428 24.088 17 808 Tidal 6 Tid 4.554 14.941 A 10 2 (USE) 5.276 9 . 17'320 al 5 Neah West = 4.928 16.168 S 242 4.o47 13.278 3i(USE)3 1 6 3.097 0.1 1 T 242 4.557 14.951 A 11 (USE) 6.444 21.142 MC004.z a _aM.V n= e ,? r a .r,a»SSSr . _ pr- n w - J9M ?.•o. wq -.......... .rra•o • b eth'u • --'l•••a I T , l / (ta J rsro ..____.` _. _.baar'Ra.1•w"ar'sn.r'4•r_._.. a°rA••t••PYhP191n•! ,. . , ' : ...._..L7LW..r.._"Yw.w Ap•IMm Ww.w riw•rw1M ? _.. ? 1 .. wrR.Jw•.?..l..wN.'NaR"rr'i.trr-Y.Tp+awp :. - .. 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Oa.9.1 irlfYw r wY. ?je.?t'fr? •i?rr?rM rWi. ?a:.. Lrrw wt v rY1teIJW .U Y. t19'I. r l7 M ar•a r W •eeeer IW r t ,I.IJ. rtra wa U v W M. tWr r Y W • .r.. w .. IY. Sa r2.\ aesl res.. ??•"?: I.wn.r?WarW rlwe rdW WaerY .__9 bL1W..___.._,___ Dae11J.1\I rM ertmbY+?WYet al ee•t•W M ? 6 r. •'- . 1-..?.. tYlNeerp -DallglK..10 [r?rle rr, y 1? ? ;,? . 'i n.yw.rW w.)111p19L .. ru.Y \taa .._ 0.wreLllt_-._ ., -. Yr.e tr.• JtUe .... 0..m m W ._ .. ....._..?.,.. Drr W Itadw \e. mare ae.....1.1 rl rrt .. .. ? 1 , ' `'? . Drrr lrrywdwuw .. ... ___, n Y tM elrl rW YI e•Wr nr Ira telerre nen. e.q r t Y wr ffraylwe't wrere Hee W M fM ewtYmet r e fM N M W a Y?prrpyt1?W?, YWeI elder eNM ly fM eMt J W ?. Je LOJJ. ai W R IM eMY•H r 1Y ewtw IW tee rM Ir Wr 1Y vY. kk ? V . 1l ?? } T? ', D4errrYwl-AllelllLSD3Y.YD tLl1mRN.M _.?_ OmrdleW _11.1e6.WD. M,U e.1mnY 0Yf._ ` ( M 411 lyyl ,J __ t {Yrrayrr4lr W..rWY ll\111LL___..__ Iw mVarYIr PJWt.1Yrt..111t[107 L.6 i 'r1( w5 ' N l.r.... V rw err l.a.eer\ r Dae•tY a. ._. _._ y rr +d.+. _.[a ...._ x t r?yy { tYdrr.9, r lru 1 1.s _ ?Dr.l•Ir1a tfu. al rrt 9\let_y I?.aiil..? "e.trw C•204 27 4 +' Fn r , ?, ; G'' t .hrF f - U? FV"!. 7 wt 1,i«i..:. nI ,v:a 1. r4. ,L.?? d11 _ K?' GIN 8?' }1 T i _ t ? IPF ?y II??':"- e y : ,) ?;aY A r; t Y? 1 , re A t 1 11 f - t} 1 ??z? n,. l 1 i ? Y 7 f} rt ?.. h CmL F z? it r i a „ ?rD r. •ef.. MWRIF7ION OF BENCH MARK Nrr ro.e ...Sr /V _.......... ..... Gr.f. UWIr _._ .. o.r.oa debr• W I..unn wareW ?i1wY?ppee?x. IIOit W lS rMWrl? eiliY ?.M•r 1 W NrtY wr. a IJ.tJ. tl.ree ryrl r rer lb rrl. Clr.v of W muk _114tn4.L.Er-ti.eC... morM.M4..... ...._ _ _.._ I...nwnvhr rurledwlr.rr UdWmmY_...Y. f4t l91a .... ... .._.. .. Gubl.Ydhr.. nrl.nW?kn _tJr9w•1 vl.MWt,N f ... ....._... RWel lv.f .]Jm.I'ul i¦{rry lrr.Y, E., ism.. r..pteY 1?4e ...___. Drad drrirWn el4x.Jen Wwi.lrlivrWaebrrt emrlefn : ilr. .inYY•i rY.a n+. rrs?. lti r iyt.,Yr wle i ii nm lelr:w :eai `w r. .. w.. . r.. vY. Ctrrerr of Wmrr\ 1LL. r..r.U lir.¦eir. t. r9 -?• I.nrer ewMnr.x1 rrr MlW Y..11421942 ..... _.._.. rr.uury.r. rr.Y...la. a.Yl r.Yr.sr 1 r..f- - ... .- . LIYNVnnr _[Cl_} )Iq: / lrrrY E. Lrr, , nv.. gleV ..1941_......_. . ?D.Ipwbl.Mrd rr\...JRlw?1?•r. uUylr Oxeq.elenr.. ... ._. r Ne.r bee gem .t W.._ Dx.lr. Elnllr. ... .. ...... DNrY r In.Nr h+r ru.x uv lrTl rlee vrl ... oxaWdmNYerW.w l.Yl.t Nrt Yem Y/ eerl rr rrr w.Arr•e .se.er l 1 rer rN r 1Y eeerr 1 W M lY reed. O ?.IJrt uldrir4il Y? rr rMY r W rrr rd rrrr rerrr p.r r wr rr. Iwr.revl.. N..Mw Wrr YlWmxb .0.r u. wlral.... ..... ....... tNJW yeW rmreYe.lee.. tar ldw Eervdr y/Wn.. .. _. __. __. . pYrlwf./¦2 /wf r.y r.er ee trr _ nex.EreYr 1941 ...._._... Drr W s...w r,r. rr.. r.e 7.1) tlfw wr ....,,.....__.........._._..._. 0.u/r1 dri1.1•e N W..I.e {eerN UM ? Ylelr / 1? i. A rr 4 f? mrwwt ? ?Sr wM.r W w lr .wt. ea.C rr.w fws 1. w. rr. (?wrM W mr1.11W M.u • eUwr. Wll r . rW rrrlenel.... ____.__?_ INrI r evrn e.emled w W. er m1.Y.N • Y w41 ..... _... ...... -..___.._ 66y6YtyrY V.Ww.lar IwR r lerrlle rrrer . ._ ..._..... _.__._. prrV.p...lw1..2mrlr 4 IlmYr Ir ter_.. Mr. rlerr 1tLt .,..____. DrdmJw N\wr w.l yl...__._. YW teYdedlm.-__. fYr./.EYlIr...___._.. ®Mrr rw _ .Ie¦ W _..... trwe.f Iu11r ... ..._ . _-... D.JW dre?rrM Wew leellet lly Iret W rrrl rr fw werrn•d Nwr w lr wddue Me r14r 1 M YN er lY eWiY~ I.r1.I 1? wJ.rW ? IriN ew?rle J. w?we Iere 11 rY \ ? lY IYrl1e Y I.ee to M. t la. flrrr r W r1114tH. Y W y r ?er..r F¦e--......._? ____? .... Ivrrevlw.rrlY drrtl+emM 14 a". t..ellrr Y•r• wr.r.e _.la. ?.+ r drr¦ arrt .......... _._ . _.?_. OMN mew _MI. ill W y Immr tr fem __ M ... 0.r.YYrr RM__. _-__. DEWRIF2ION CP IDCK MARK bMYr6 ru\!31..2?R1._... Yr.Alt1W¦.._..... Gwlf.n.lla..__._'. I -.• .;.., Neur b.+u _..lfM W ...... Grlf . ..IL1W .. ... 1 Y . '. Je .... 0.wIW d.MNreMl.ruoe vtb? .N We4 el? \Y [+.t b r.mef rr lrr r.\rnrr elver 13 rwl `yin .d rrtl.rer lrwr r W trltp err W>r Irrlr lwl ' IS M wr MAY ewer 1 W f e drleeri r • tenrr 90 r?1r M W erg wr = eewl 7.5 twl clew rr $ 1 wl. V.Ia.m. N r tw• r Hr _ prrner.fWrh _/9.lantW.ew rlemnr..M¦. ......- .. I.wnwevb.nN.npd ee lr.rw4E W..L 1.17.W 16.[IrY.... .. ? ??-"' Duel:e.dh.LN.iEUL.We.Ve1..440one e2.?rElwen ... .... ..., .. et O. fw .. .. D r I.lemn..R4t _....... rLYl oflry M1W.igler ....... 2+yeeYr el YnA mrY _ 2 4 ___ x.? w.n.rp la_ _._ ?Nrm •n .MWW.. ..... Gr.1.Delir_... __. ....... . . ... rw _ DwilW do?twn of WrVon n1Y lWrr vret b reee rrorN Y\ H ? tfd n.1.wE r it rw? ...rw??fu.?..rY. llr w lr wr. ta. Ia. ar... ww r Yr sr rw. CYUww N W n.rY _.LlukatL tr_tR.el. erreY.feel`- L..n+r _-.- iub1•rA h.\r. ell.eW l JJ .??_ Ilwrarres cvrr.flMavl.irlw_¦.t?efl..v.3vlw_._._._ Dw_Irlrb.11ti1-- ®Dr{uniNN\re\.x1 114.lw1L.... tuY .retrpa f)vt)-1'Lllr -._. NnM Vm _.Jrr b .... _ ...... Dwr ... Uenr ..__._. ...... fAruurW dWabe lnn nr.r.. ree ....1•fl ¦Le r¦........._ .... MuVN drNere of bxrl 1wrW Nrt twY b emy rest lrr mnr\YY•e wr+r t'P reea wirer r IlrrllNlrlrr Iylrt nnrW errrlyr r A „wlWl M W h eerrr N W r41e ever 1r YIl tMr. Ia.tJr r IM w1 erer rr. Li.n orevYn runlrw(r.rrrdW WmN...II+.12.wR ............. ..... ....... _._....._ . .irbliW h•IN emrWVoe _.. ,71tr,trr,Iwte..f,. bllewle ..........._..... OiuN l.nf.11. by l.r.lad.. ................ ®pWp.rrl+Yw 914W. _.... cur MWmtm. (Wr/.VL11a __.... Nrn. rv _2..L. W ........ Cwmrl Cr2Lm .............. _... DYU.n W dYnbe Is ruM Yxe 2rU mUw. eYl.. _. _... ..............___..._..........._.._... .. 0. Wb dr?ltWn rl WrUw W W UaN W YJ b e.my .e.o !rr YYYrm?e 11enr b M l er . YlelES refe r. 11u, Is r.r ..r r dr l.r.. tW r • IW SW W Y e Irretr r 17 frl rr4 r W Mer 1W er W rW b morel nr. • Va•I.Y. tlWee rrl 4 YY W mddt. OrrvN W mr\.1.Wt.wt.L. W.rt.mLt.tmldetel¦te._...__.__-_____... 2.u,..... y.W .NrWw ..._.va, rrr r Lt111. W.?....___.._......_,_............ 211ref ven/_2vN12¦W 4[wYO..Tw_...... .. ... Dr.OdWU.iW......_.__? ?N\r\W Y.W\I.W.IR?Lr..WYly1w-.. GrO..Er11v_.?_. Nrrr rr . Ir W ..............__. O.wN...01JIr............,........____"-____ 0...1N druyw.lwY. lyedellri117 lw1 r?lw NWMp Y ? i.e I.Yler7y Y W sw + . rwt .Y.r S l«l eYw r1? ._elw 2...1. Owrr W W r/?yyrWyllr+y. N.r IVY W?Ye.?IwM RW/MJw.2.wYl¦rl? Or\Y\r y.lN aller.Le.N..Irl?./d7 M.MWw!_...___._.... .. cw r.rn 1.1 t¦W a armor l..r.¦ _. __....... _ w. _a.wYE?`.204.2? I.e 9 , < DESCRIPTION OF BOTCH MARK ?D,•p.Wm ettm\.w°!tM t!IT,?, atW.JWi.lim _._... G D.rn9.eermyrm nllm.w. . ...,..._.. 191, 1- ro M1m CY A ..rw r W fm. rwr CY ter w hart YO fM It rf y raUMr IW rt Ib rWtUp t • Orlw4 41ww>r u M. . .ti. n.rrr rrt rw Lem rr.mbnrUmp.ee•(mrrrr h)WmW ...919E.L9T.. 1p6Y.4........ ._ ..... ... l:ublitre h•b r.rtra..Nn ._v. .,.w, Drdo•rim.l6W mw _L9'd.!lr rNrl7!.kMtN.....____... Cerrl cull r....__............ tbm,r.tLllm........ .... ................ Drrr..r dyrLr.Inm mw• res. L. Ym......... 14r.Jr erayrb. elbreee .. .. 337 r u rK -1 - amm Yom= r ..l.r 011 Oq.q till%. C.r.L.: w.la < •? ?""" •r ...Nlr rr•..r LT.rwNWew.alY[M L..rrreY.rerU Ualm.t.r. LrNmanumYr.,wpMmlm,rr. MlWmw l0.. i9W .... ..._.__..__.. EN.\r\r h ay.t rrtmLnan 0... Cwetrl OMetU nrq Orel Orrry _IY,l.t 1 b.Iwernt t DW .0.tY 1961 ..._ ... ADmbr.w nl bm.y w . 1(<W lVy f n,N. ~N .ti D,.n ti lin._. rl! w r.. _._ lrt b. G .- Ol lY, 0.N. W eynm. Imm nrrmt roam .... .... . 0.W W dmmpw al W.We .. .eeo?..t t r Y.rr..r r r.\ rr rl.n emp.q .r.r. n l s I . P ur. wra N ta.r.n e0 Omma•r s erUM1ni., .mYf r ? Ni n ...ua.. tw. 1f nr.. r ar r..wr ur u pu rn. u,A ewer... L1mw.1W.w .d¢rr L.? Yrrma•rrYrNrNrolr,rmt l.IWmw i?Lr ty.<?m .. . rrtrW h.rr .orWrm t.t. M!.m. r wW u' ?.\..?:?' QWNrrrlr _JS1 Twler,4,lwn9. n...,_., .. DNr _tr ?..19W lLp.rlw NbY wr1...TlW1. T..... WU..rml.Rtm O^mV .Cl.ll.a. ..... ®N.mm Y.. JtLlrt.If4..... Cenn,r Cull.... Dmrw W JymLLe hm.rmmr r........ .. D.,w+..iY.Ntrmrtr. Do ete L .... A. or YN fp te.?swm N?011 Ce? r L1ll -t. n•1 •t•wv punt. Irrrm.aw mmMrU.lry Wmw T1DET 1931 .. . rr4yr/bwNawr\.+.._9r ?.. Cw.{ • 0•m•tle slrnT.. I11Nr prtr 1%.1. r•JLr t/ trmts. C..S+um .. D.m O"A" L91]. .. ®Imyl..rtn rbrt mra...PLu, e_' rrlttam Omnr>. C-l- ... r Nrwm ma. _.I.Ep.\ bt nn,r 034114. It+.rr W Jy..IL• 4am rmr, r.. .. .rb PI Ia.tICwP9 itfrf?Mtll•U mttAteftep rn?gem, A •rb«r /rr•p11 mrm •e rr..e m.tlr /sr 4 plp Ifm rlrr le Yt•.r U• rf AM CY pe.•r Mw, P ••r OrmmN Wmm\.._91•t."rM DIY / Immrem\mmmwln trr rem Wmw IL9N .. ., .. rr4W hrW rtrtW. _ U.S. vw•.4 C.rtttt a-, , cmNIrLr .... ml hJ1M tJ EMraq C., t1Um D,m Ce leMr.191t ........ r 1 te( ? ?...'. Dmg11RION OF BENCH MMK I m JP r ®D.i<mWm Nlm.hmw SlJl;..lj._.. 9W.. _"obtNtAn...... Gab SJrlYP__ - ?.' Nrrw roan .t_N t Ib] .. L1mn,> ..01.1E ..... Da,.mr.M JurW nm n.uwtrn .......... . .. ..... ..... .....___ n _"- _• 0.L.Jr erApNre rflmrW. Le t a T t a. • fe•{ e..t or 1h. •qt n0• at ?e lneten .m of tee Nrh }t rt•h OupLD -4 M It t I , o n Ur• t•e er. a Dl ( n N•tl etlet m• ran•riJ • fwrrae Clr et Ol. De•A? punt } 1>. .ht L1.r.errN W ....... _....... ._. rrtm eremY.Nrm .....•.... .... _•. rNLWre ha\.1 ertmWW...C.9n..9 .tA O•Wtle'. 9lrrn)..._.. __ ISrel p. .1!ul T•Jlpr..b] (tnrr{t_0.. 3Yaen D N_.Ott D•r .1912. _. .. ®Dra.Wc Nesr m..t 4..lWJ+. ryGJ(.!t r.m IIUD1. ............. lbmrr..?.11.a.... ..... _. Nrrrt b.e _..JW.pY Cwn,r...Cl•1W ... Dym.r W dbrerbe fro ... .... .... m.e D Ewe IsN.VN a.mywe el W.wn aw Iso rwa .en t eerm> r J<rr•reen tar..t w It- a too retYr r tY rwr.a mw.e m um ? sw, Na uw y.ueiru .enw..a r Jrnrrm aaw.ar 7.4 Mt r ewlb eer. er LM rlerwY. ISwrmer W V,3 4, AIt.!•t_In..!.; L? ?rtr rJ N[tt"Lti'ie.m:r . r,rrrr or eumbm.unw..(mr rr, 4l Wmw rl..e. 1...p.e.tLL.. mEVrYe h art artnW W. VJ1..Uq Oup r 39ute. ... . CTnlnlp.r,r t.el.2yle b2 IIrC tLnry ...... D .0<ltY 1W .. ®DwwWe rlla\m Sla.l. 0.. _ !, r 1rLtt Cew.> Cl.1La - N wan _Rt t rl ,> ,C1.1L ._.r dura-, hem r.rrL \rn .... ...?.. Drr.wid esnpw. of Ir.wn p tt r •trnrt r?e fra.nbnm' I aAdl-r l m o1. uf-t or n-.se e•ne1+4 n0•rlt aorgr D•T vbe 4 te rn.1•, t WE. r tb• OrwrrN WSw .. U E. 3.1. At AA Lrmnwnmrm.,mpd ( mr 41W Y..v, .1971 ruylWr haa., nrt WLL ... D. D...O D4.Otm•C307un I... ._ Mf'r Drnr _PAU ny"' by /im.tn. C.iute?. Drw.Oatot. 1942 ... ®D..w.W. NyW r.ert ._. 71011. S._...... r.r.tt•hlnttm._.... Dro.rr-C"J'A,.._....... N.rr.muan Al ...WWI, P.I. .. am>.. Cl.llu.....,. .. Drw..r eWrWn lmm mw,mn MoJ.l Jrnryw•ofrWe. ffm 'Tlaa N•ndl rtb, CI•N or rttlrytim, prl•tl IuRWt 3912", p, 20. tte . M? -M11 e1m1' i(. eterder 01 et. UtpAt a7 lR", tin oolk OteryarroOD Dpua 17 At nOrtbr?t?ef N•300rMm I?Ltr eetn,. sf?ti?ten. Lt. hul 'lifjdtAg;!b•0 to 0<t•b•1 1919 or K-th C. Tuaeo or Ilwrm el W •w .......... U,mr ar numtw.r.mN n. Irr ra, ml ,r mrrl rrbrW Mr.r, .rtmWLLm ... V. O. C...t t Oem•{f0 9JA•T ....• ......... ®rrrinmLLm or w\m.rtltW di JAW IJNrr rnfrt....,...... Gorr rWW_._. N.u.• ban ..Irv rw .. rNmrr Olellm ..... ..._..• Dm,ena mN <r..ri.n Imn m.rm n.n U Inw D.rJN ?I+.r1e W r al brwn :i .mr.m;,;r?li: :;n r ,u...u, m1 rraa 4r.r n n. ¦...... ftwvN W aw ..1"-mot m J•Urt Irw tit........ _ ..............._ .,_._....._.?....... Irtm r.mlmr amfN n mr rmr ul W mw CW CLI ItN ........ ..... t trlr 0rrt W 4W14 fwI61r1 art.1. 4 LW 0..w) _. _._. .. ....... N -I I -."A .Iwt .01. twru 1. itw. n.m... rurR.9fld.A0 dd r?t fsvttW N tM aesNr e7 tM urU.r]) nll'eW tncM u.ee. W R19p. tn.6uHwn?p wan. Yp.t tp teat w et W nllaa.6 u1ta...b N N u mLiu6 pun 6a..Gaut 6 tu 1 t asap piM . ll6 u St. Tb ww a nt Mren W nilw. rock a WLit. ? M. a Wilt umN W rh Mfen tM tlll a ub u u le 49 tru Gptrv)Ly W eu1. C4.nwN W sM _.IA?.E...9N9. M..N....ppmnM pow ............. Lucnawebn wsp.du lm MIWs J ...._ • ' GtOfibtl aT eMt elweWJod? fslp. t9lYlsen.. .. ._. ._.... curaww?.tm.tvlx p)c.?8•rwm ....ataMr.l9ax _...__ pia 5tp61N 12wcleu ts.M .s tp. 9.o-bn1 D.tus If 1929 ip1 talus of cp. Y.W 8.). Y..p.. Drppl.s.st.tT AD- <pto w lup tat 1947r for rd. pmap uslu 6..ar16.6 .ppr1..r. 3Lt.9 b.lw. •.? t__ _W] ilaretto_ B.Y. M a . a IY?i Z (1 tl aAtl. 3 242 7.988 4.M B x42 11.909 19.071 '.. C x42 is .]06 49 ':rt• . 0 i43 xa.)al 6666 3 x4) 56.917 186.733 , D ]LJ 9x.171 10x.798 0 141 173.748 316."1 E 242 52.402 171.922 0 iu 73:IN ]36:!)0 ? Y 21x x9.6)5 97.947 •5 ' 3 242 18.177 60.x9] 1 142 8.923 29.261 i.iu' 31 lu.34.3.1 UN 0:121i 1].1`6 4.0% T19.1 1 ° 105 U.4M18 T19.1 2 4. T. 1 1 1).148 43.176 Y x42 2U 19.x78 194 .4 ¦ 19.757 167•281 44 T 243 S 3 17 1 L : ) :@ W i 42 51.23) 17.71) - 0 MCI.) 2.931 9.68] ? 1 e i43 4.034 17.700 T w ? 36! 14.9'77 4 11 IV.B.E.) 6:451 ]1.171 .. 0 2N 1.913 16.1)5 , 2 1) 1i M . i 12 lv.B.l.l 9 66.171 6 Y 242 20,1 y ? 06 16:60596 4 9 1 i 1) y 10.8.2.! x.. y + )1 A73 A,L MCI.) 6:6 61.676 4] ]N.979 2 .9.9 )o3.t IB.D.i.l ].)Sl 30.99a - Y Y[4Y 919t 4.969 16.10] TI6.1 10 L?S74 13.007 t (v.8.t.1?Tt9p1 9 4931 16.0]7 f10.1 7 3.017 16.160 w T19.1 1 4.)so 1114..1x1 T19.1 u a]7x 0 Q• -: ."9 .LL9 13.9 9 4 'U. I.). fl..l 12 i 519.1 6 4576 13.017 ?.. ?7'' 16. 1 10 T191I 1 4.930 ' 9.1 47 T19t1 1) Y6 1 1 40.9.S.9..) 1 ) { 6:119 10.170 C-20.4.30 •?i 7 tti r I ( ?iR ;?l$Vpdh? rnyA te ?}I; V7i,?? ?r•.r•„ ??. S' ? Ri 1: + ` y?..r'r 17 t{ { ? 1 1 7' W E? QQ 1 1 'ht 1 ? I ? V.•A? a ? S r{r ,'({? 7.. ?^ r _ 1 P r ? Fv ?I ? ? yy r 1. jk, g_M Ad ted Elevation B_M_ Ad usted Elevation , Meters Fee Meters (Feet L 13 (U.S.G.S.) 122,363 401,453 V 27 77.453 254=110 L-13 RESET 401.081 w 27 2 61.933 - 989 72 203.192 239.465 P 26 Q 26 65.688 66.666 215.511 218.720 7 X Y 27 . 87.232. 2860194 R.26 125.577 411.997 2 27 92.563 303.684 1 S 26 124.007 406.846 A 28 92.272 302.729 T 26 154.377 506.485 A 28 RESET 302°729 t U 26. 150.050 492.289 B 28 90.065 561 70 295.488 231.499 V 26 W 26 170.281 161,633 558.664 530,291 C 28 D 28 . 90.848 298.057 . X `26 132.655 435.219 E 28 106.069 347.995 < ' Y 26 131.120 430.183 F 28 G 28 122.600 280 153 402.230 502.886 { 4 Z 26 A 27 76.934 56.273 252.408 184.622 H 28 . 127.274 417.565 B 27 44.628 ,146.417 J 28 140.080 459.579 C 27 31.508 103.372. K 28 142.664 ` 468.057 ? D 27 13.610 44.652 P.T.S. 36 (U.s.G.s.) 175.740 576.574 E 27 19.904 65.302 L 28 196.141 643.506 62 87 ". ;. F 27 15.404 50.538 P.T.S. 35 (U.S.G.S.) 232.437 05 7 Z? I G 11.834 .825 3 M 28 28 91.726 52 4 4 00-938 372 126 F x , RESET 8.339 N . y 27 36.384 119.370 P 28 6.61 1 5 54- 511 d K 2 29.996 568 32 98.412 106 850 Q 28 R 28 9.185 4.272# 30134 14°016# 7 L 27 . 54.447 . 178.632 10 (U.S.G.S.) 3.206 10.518 ru M 27 26.689 87.562 S 28 69.530 226.116 r M I' r ray" N 27 33.053 108.441 T 28 U 28 57.604 154 58 188.989 190.794 P 27 46.083 151.191 V 28 . 49.219 161.479 ?h Q 27 R 27 47.494 72.469 155.820 237.759 W 28 71.668 102 873 235.131 509 337 ?4 " ,' , , S 27 \ 148.552 487.374 X 28 . . a H T 27 175.965 577.312 Y 28 170.131 558.171 rny7.. v U 27 161.845 530.986 , r *Leveling by this Bureau in 1942 indicates that the present elevation of bench mark R 26 is 4.265 meters or 13.993 fee t. ? i tie f} . U +? 5 r sI e?Q x ONI- STAT® COAST AAD OE00- -- ret-aNer lev.lSng ?=°n t^ T"In PS Vare, aveh}?p Lnn? wXf ppp " 0 A Prel C3.11•n Uvwtao ..... 0.1 mile ° utn°aeE 1 c xigh r i -:4 [n 1 1 ppp , _3.v e - Oout 110 — ° w nn : an . r=.me 1 1- e n1? N. IR -., 2 o , o n. f t s <? t. the entrlnle g.te, 22 feet Nweat t we r 11 f ? hSgn.gl 12 feet netthl- vt the eauw comet I th n c e' 1 f PUB • . February 25, 1943 -' e, Imo 2 teat Iwthe.et ar ton tense •N lev.Y 1 h ah D A ItmasN aSeit ° Im a "13 8 H ^ - A , pe . 75 28 30]1 end c 1 h t p t . can...te paac ytaJeating .bwE a lnehe. ? Standard el evations based on the Sea- m . a.e g d 1+ 2zo met.ra ai A.... reeE.) 0' U " level Datum of 1 92.9 through the medium of ? ( 3 S 0 S ).--About 0.6 mile norwenat .1-ng . ta.a ?;- =t. T en +-cmnet..c Pteht. clan.m cawty, avuc zza. - h r'the b U P the Neah Bay, Wash. , Supplementary Ad?us t-' el t IL ysht GIy, lg te.t norwwe.t or e et ar w ra met welt arn.e Ina ft-II xar..° cwt« bv wS)di l l me fo 71t of 1943, r the bench mar ks describ- 1„? ng « «ouplea aI • dwelling), a 1— eoutn of w . t 3 . r tte to,d I— er cne nullalns, .na .bauc level stn em -' ed in. this list are given below . These g m A Unlteama stmro. oeol.slosl serve. .t.M?Nln ?, e.mpaa to aT+ Pr. lc• tl.eted « t?. cap ar . 5-1 z- °: ' -1 i elevations SUPERSEDE those published in ?'.-d4 k ] " p p p ° t1ry[.?°„` 3 `°en°° °?°"° gt«„a. 13.1x2 meter, io.aTA ) this list and those stamped on the bench- . 111 AD u t.2.011n. ° I[ hang Stae high 0.A I— P L c i mark disks, j t,y , yp} i m.n co 1wsr, ,b«t 11 .a es .ant or . women Lmase , gel ? 80 feet norwwoet of .ole ye-2r, EI t we ,t I he c 11ne of the hlghwq, M I wt S re ch t - - -' ? p ( ? v ° 11 sb t m)IeenO [eleDhane voles. A etlnd N al 4 empad '227.9W S 28 1931" e,W set in the top of poet Bella _ Ad usted Eleva on _1 it YS D J98°°tingtb C 8 fo[h"e a?ove grpnm. Is9.ae9 E51 2 r ) Meter9 Faeet f „?. T 28 Ati t o mile" seat slang State ti18h N 9 A r om• pL, c1n1 c tap .o Sc o.e ally .nnc °r .. men ?tlase 11 k ou o rase nateh er ue m ABERDEEN 5.687 18.656 .-u ena ar . oa- mil gent beming n«w .na nanm, 2, f.et asst ar tae o,nmi 1t f the hiyl Tidal 4a 2.280 480 7 wlg, °m Ib 11:01 wi to the pt-Tt A ec.nd- as nick pea 168-1 S 20 1W3^ ... ma set m we ca. p .r . - t 111t ' reJeetl abo t T i h " Tidal 2 .217 . 10.554 h u nc es a?ave Rraum. 15T.68G et. 1 e sal r ac ? X.25 3.262 100702 ' "k v zg Ah 1 mile.rt ...e avwg store n1FAw.T o_a rroa Fs_e, 1 11 c y, ebm °dle. wee. ar n- : c Son oI w a 1 d Y 25 3.639 11-_939 - o. " ing bwou • s eat hilw . the .a ° yl t t e E r T?11.?R a, c ?°n ala or chI bIl bt:aso . n.ea-ek. nor nF m b [ se r 5 I e L 1 (U.S 0 G. S a) 8 4043 08 h 11 C Ilgl' Y M 1 fat N 1 - D S A w lc 19 2 .. u s 19 3 a t 1 h 2 25 20894 9 495: b 0 1 n b g N Ib 1iT p `ipso ?r i s) L 2 (U.S.G.S.) $.132 ° 16.837. v v zs Ab a Ye11 s x ,n r o- r.m' fLent 01 11 C Cr 4 11 3 ] t tt. J 1 n of we ? A 26 $.397 .:17707. , 6 ' - • a - ding cn up .111 t. thl --d rvllrv,a tam oI ?Ja ?ti bout +a rest .a.c .r . o.1-a1i° t.r.gwc 3a.tl B 26 21.367 .70a 102.. ,. hs eE, oboe[ GO reoc ewthwv.v If .poi, on 11 -11 alas r th. h1FaxlTi °?out 2 Lost nlrAet r . a-rvac saw bank. A .c.msm I-, It.p..d "1a1.3.E the Y ch.n ". pavement, aIt I EO 1035" ettl L S lu 26 5 933 I 117 890 ). V n • nn. [ t I-- .1[h to ten too oI 011 • L 4 (U S G.S.) . 470488 . 0 .. 1$$0b00 /. a 20.--About n[y10.2 11." e.es .long Jesse xlChway 9-A I— " elellea C.u, .bout 1.2 c13eI we.[ or we ]ono Lion or tF f 'i "din -1 L 4 RESET 155.836 v ?` s up .111 t. cn. III .m r.llrnw ta.n .r a° r..c ..•t r .. m.e i:r as f e.c a°nu,e °"t It t o t n n D 26 65.017 213. 310 {• " u a e .mi .r c .. n Slne o Fa r tn . Ind b t s reoc nerve o , 5-toot vettla nl earth D.Nt A I I u l L 5 (U.S-G.S.) 98.237 322.299 . . - N aS Oet 11.am •23..01 1. 4 29 3a.5" td e.E In cne p o[ . enn_ u D c. ar 23xat "M t?R .?vut .loan.. I ave gra„w. - (9i.c53 s feet.) L 5 RESET %' - i?": P°t .d"t"'Al hen.h k • 322.033 . 1. col. --t.. ... ..t Tan n1.er. t. o1 Tmp1.. .mlwgc.n.• E 26 60.291 197.805 ,c a an.--a?a?t lE.o ml.. wet Gang sta. Nlgh..y 9-A I— a n L 6 U.S.G.S. ( ) 510398 168.628 ' q s, clul.m caun[p..ouue l. 1ET 11en ..c °r cn. j-- r w M ]e ea W. • u .ni+ . hl ll o e Ip•rGnned r tlroed [ : a nm F 26 45.7$4 150.111 f i J brl? :° pL{i;'.IC 1.a mu....,tt;r c -1 rw n n1r.r i . Lelde ( • enltp u v eE« t 116 !< c i L 7 (U.S.G.S.) 44.801 146.98$ . k? . ., l Y" , e narw of F tar l ne oy I artve..y lnldlry, e< e sonll t° `n,rhm <e . Y t 40 fnwt ouN of - ' f _ 'e - L n o • Oeaaie QS teat n tl hlperey, I?ouL / 1 ! r1Rht-°!-wI. fenoe, Ind r b 1 11 A It 1 U,. p na N d k G 26 66.892 219;462 ? .r?"i - ?' e ro is 2a 1vn' m nn , caJ:?l?? :i'a°°e . goat 1 1 hn° ,nova R=,wy1. (lt °?. ar J r.10Q fen[ ) L 8 (U.S.G-S .) 39.845 130.725 . H 26 43 594 . 1 2 r long ata. N n.,T aA!=.n cl.u,n cn°nlT..bwc 2 a`mil.. vet r u?. 11 n .r d 1..a wA .now u mii 1 J 26 . 81 063 5 43.0 265 954 y F J 1),. ? a t t ?e .n.,rye, as r ur.c . o'u".i L r ], 9 (U.S. G.S .) . 72.971 . 239.406 '< K •' St •,tmq, N t 1 3 •llp the nlgdlq. A w - -4 at.a ? t{ . . auped a cuG x vn 10.x+^ n,q ..L in wn toD r • .n«reu pna atoJ Sr ; t G ,ncn.° a,ers 0.rounl. tl9o.C99 pa le=e ., s a o K 26 d , da r a 1 5.854. 347.289 x w ar tn. un.. L 10 (U.SIG.S.) 132°713 435 409 ; f L 10 RESET 435.189 L 26 157.865 517:929 y L 11 (U.S.G.S.) 136.467 447 725 1 . T 1 ' ??¢ k31 L 11 RESET 445 234 Y i ,! t? Y 26 112°485 369.045 k L 12 (U.S.G.S.) 123.549 405.344 L 12 RESET 405.163 s N 26 147.084 48 .558 ii 2 ,4. 'V Ye r x: -7 1 7 / t 1 t I_ A IW ) r L am rrf x) TM 1 ? 1 1 y ?V ,o V 27 --Ip Eefter-on OV apwE 9.6 male- P 28.--AbwL 3,7 mdse :wN alal o n g V.9. Iligh+Y 3011[om the I l t g - OR -oath Wong V.9. H1gM1 Y 101 Isom the inters--Lion of Amerly 9troet OW Forks A ewe n?1r? Olall O y ? y LE, ayout 13a tea L eou Cp oeL °f Eye a Ne et aow gn L E ? -m wntyo about 2.0 miie. of Ne -oath Olal3ea?SOfle on county lSVe J er e • t th• e PoroeE rice Aeeooi-tlon Du11d1ng, 1Z feet o. of 1-E{ 38 te l t , n Ne wteld° oI a ourve, spoof 70 teat ewtha-eE Of • eulverL uMer a 28-toot 1111, 19 feet ewth or the , pa s a •wN al Lns a^nter lino f ?i?hy5h^•y, and spout Y 19 ' O `d S th °S a ? l " N-aeL eM °[ • wlie•-able guuar-31, 10 teat rth-weeh of • 30-foot vertloal earth D-Nr 20 feet • Eh [h 33 E O[ ee N n N ? 110E F 2B top 0f ? eonoe N posE yxo J,feL1 n8 -boot 7 Snoh.e .hove grwW. (122.860 mte... e .. 402 f . w weet et eptsx floe of the n1PA+ee en6 about 2 feet lower NW the D nt. A atu?dW d " . or .OB3 eat U - lek, pad 9J9.g72 V 27 1953" and Oet 3 N COy t a eon0rete ypat pro]ap ES p - 2B.--Apwt E.1 mllee w[n s10 V 8H1 B tNvy 103 t N- J tlon °! State XS l 9 ng s out 8 Snahee a?ave Br d (101.010 uCeia or 630.07E fee C.) ttsy t• Cpl y11-¢Cw 0 -A It f th o a l ?12 v ET ADwt 7.4 Nles awth alo U.s. HI n6 Pit+sy 101 from We 1 C t! f Aokerly Btroet W P °tvoi[p oro°r t a °m th o ll hv?°a 4?te°t n t 1eet•o! he center line of Ne hi§ti q,8 aM shoot Sevel SN the A etaW eve N dl t Y a arke Avenue a[ P"xkn, Olallam C tj b 1.1 E.. a0uth °f [he steel ud aona °ca nrld • y men a . a ,7 , t.mped 6018 0 E0 lB3J^ aid -et Sn the top °I a Opnerote past a?wt level + ltp the giounp g , _ of f If ov I" *re a??wL?E f n 1 t e , (165 .30 uteri or bOE.T{B IeeL.) _ , 30 t°et norN e°C Of in. o a 30. toaE fill, n N• wEalde t •ourve .i the Daes of a hill 40 ( 8 ?•--Abort 0.0 mils , set eat of Ne "'t" line at We hlgpw-T? aM It- 1 toot lower ,it Ne °M d dl k, bed "283 892 V ' 1 A sooty .long V.B. 81ghw•y lpl tram tm -tloo ofe3tat• R11Nwy 0.A at 8a , Olallam COUnE 30 aDwt Ivt weL of the .: . ET 1033 ar4 °°[ NC L p t pmt Dxo]ec Eing aDaut 8 IpChOp .hove 8 W ' ITT 41 : we. ner t sntrem 22 a tetOTVSe C1aMs Camy, tpe Oon- to ° Dr10ga sr Bo croaN, ateq t f th l,?, may, 3 f . 2b3.992 feat.) N PT AD B S mil ° ewN .long V.S. H1 3 C i o cps pet ooner-v abuLUnt, I. e CoD of the north -aorta t. ailSng, 12 test noth r Bf Ns Oepter live -f Ne pighwY W .boot J.3 feet hflher N-v ^ Y' on Of AOk ly 9 reef aN Parke Avenue?C or hill On C ry Lhe th 1 of th tu 4yT-{24 x ¢g 1855: °pDOd - k! e steel eW cone reee brM ver 1 BoBachlel flSv°r, !n N° toy of the or nW of tho north ] i 3E f y EB,--AC 8an?ne Clall.m C u [ f yb -111te eet waeb f ppthe oenter li ne of the lF h3ra , aW -pout t O t , a n y, aDwt 226 feet nor tneaec of .be Junotl-n of State RSUway 0-p aW V.S, Highwq 101 b n ' 11 pp e "EOJ OTO N 27 1633.^ 181.090 ( mLOr. oor203 070kt o 2W m , flat, 210 fe et oot norNVeL. of Lhe g-so3lns pumy -E he Joutlon 9er- v1-e ntatlo 25 feet v . . e t.) 1v p X 2T AD E 3 g 0 il ry ew Neaet of Ns -enter line Of ETa hlghwq, °M °bwt level with the hlghwV• :i: =N di k " L yy? py , ,?/ . m es -oath along U.9. H1yNnay 1C1 frcp the J t 1 1 of bkerly Street •W F-tke Avenue t F L f s , •CarryW 469a.438 S Y0 193•." W est in [pe t ' oono:vte poet proJ.ot- frig bout 0 Sneh°° Opov° ia l ( S = '?; It a ! l ork", C10sllui { ale C D t :20 Le tooth of ° hSUwey curve ei,n, ° .? tO i t? i f t 1 g tu , 11 . .03T mnter° or 459.158 feet.) -M X 20.-oot E.1 Wlep N lver [ tl e • wN sW af a ateeD hill, tee ¢{Sl n-rthtc i 11h Mnlmk 238 noi eaet :t : L 9L-te N1 t lon of V.9. dl NghwY 101 at 9 ` A `y e A u I " x - -tomb yro]eetl rig •?wr 7 feet above grwW, 21 feet the -enter • • of 11 ne t N ; C1- L 1 C bo t .. ts cry eSgnpoet at the Olympl° NaE-Alo it Por E CT? B e hfgb.a?-rid -DL 2 feet N e on Non Ne WghwY. A -tats-M d1ek e " bw of Lne wept -butmnG Of We steel -'Tr b46 feet "It pri6ge over B"aver CreeY L , y d. - PSp,343 % 27 1933" M set Sn Ne top of • ecmreta peat nroleetlug about b In-hee -b 8 uM ( BSa 72 f he wt l eld. of a .natp tune: about ES (set , on uthweeE of the canter SOe of N O n18nwY 16 b t . a ar- or 259.343 Lest.) , oo level wild Ehe go- A et-ri d1 -Y, .Guyed 1 67 91E K Pe SBSS W pet I Sn Ne topp t o Oonorote About Y ET 1.3 mtlae south aiwg p.9. elgM1we lot frw th I S f Ack l poet prollao ting b e h p ve BrwM. 11V2.820 mtaxa or 40 7.D12 tee ) e a[ y BLreet and Pork- Avenue -t ?ax , Clem C CD mile wee[ bout .Olden bridge over k1r1 Cr°eY, :TI-1.1-b- O a? e -aW-east vvgent wE E06 f P.T.S. 38 (0.••Ab out 3.T mil N , xlghw is 1 rig 9C-v B-6 feov th . , eet s-et o! . noN- Ind..... iv Senc•, BB teat npoto e'of Ne -enter floe at Ne h Shv, in 11ne with t row et . 10 feet teat et • pole t 2 N of N SIN t- f On e Jwe Llon of ?.9. 81gTw q 101 L nox Clall.m County, .pout DO feat theaet of Ne o-tPi ioeden -enter e, abcuE 76 feet west of • SO-foot rock ledge N r bx"g , way pp eriae,ai-W about 1 fcot nSgher th ?Wtd d l.Y. med ^288080 Y H tG ^ , e wtelde wT ith V°, [he 18 test n°rW at [pe Dancer line of the nlghwY, ?wL level hlgh.nT Ind at N t PT SBSJ t DroJJaoting -boot 0 l?thee N-1:1-It' or (07 103. • or Yb8 088 ?T.... . ))e Coot of - •[-sD eloping n111. PP yP1k 429 .T Iohp. a 2 e 78 1 ^neM t p ^ '7Y , teat.) . . . A N SraI". eno J8 879 10 T rive Gp p th- 0 3-1 C-In D of • y / d Yi - - Z 2T -AL C1 33 C -- 0+!31 ynt Hlgh?P 1 1 ha vty c 1. the ul t ` aee in eon-rote and yro]ev E1 ab 8 Snehse above gxwW. (176.890 tetei° or g79 .42D feet.) out ?Oti{•v i a e -! Ct conoro e fo 1 ° ? C 1 fa h of tn.:*Ith aide Of the re-e•ee0 n 't tr _ aM abw l L 26.--Abaft 0.f Ill.. oortheoet alon St 11 x n evel wl th the D o. L?n f1r:E ate A evW- di N k t Ior 50J3OJ8 68 588 Z 27 1913" and .et verolmtly. (OY 624 g ate 111 n+.y 0-A from N° fun- allLion of U.9. XSghw.q 101 -E 99Ryppp Olallam CO 9-1.2 's Oot of the ]unaElOn °t 9ft tY, °L°u[ µ ' tea t.) t • -den bridge aver Canym CreeY, dlree[3wY LoClallam EY, hf -tlaDer ned railroad I i h ? .. , (! t Yed 1 N her 1838. M-111 8C12f t.) mater SOY ° or rn rv-Ile. abort 20 (set aut of th._th r oe of Ehe bridgge, 21 fOeC ea f N O oenC•r line or the h!U- Z, 7 Isac lower In the e•pp?? q aW Sn Ne top f ? dp , A A 28 MIT- 42 Clallam Comfy, -boot 0.1 Wle north ale g P k A (UO II - .. • roY rata- r' -t.Wa. d1 tY embed "BdJ-"h L QB 1855.^ (188.09- 6W,36 tsar.) A. 'fHYM tU ay 101) yrm the Sn[er•eotlm of t a it n - on B t N t a- P,T,9, Jy (V.9.0.9 ) --M t .'J y h 1 .t 0n th to + D.•e of ^ g+ olln7 p. P7-ma north ...t 9JD feet .vt of Na ° t . . oo mtle• north ss•t Jtats T.4 .long Jana tlon of Hot at 8 aiaiaym c u i`Oq t° u "=7 1 014 er line of the hl + -ndaM disk, tamped "A EB PP9Cf 1838^ aW •aC in theft Ow ., t l n n .p ° E J.e mt1°° N o j . atim0f tTi: blgn- y co Olallu 0y, :boot 0 1 mile W-9 s 0 uf a .-filled fire (502.801 face.) hl t•rml8ol bpy SIt1 b h k • •t-U11ahW aW 1t• •lev-t{m Or- Ct° or th .. 1 . • uNwe.c of the wthO.•t ge of win woa0nn bridnne lma[eQ ?wt 0.1 rill- part, -DOUG 0.1 mile north ...1 [ Ne LbaOL bridge o f twin Bod•n Dr3e lo t d - _ w . . on p-WhIon[ of x1pn:Y. 3n . 6 1V B g•. o e shoot 0.2 ails .port, at the midd - -' l. ah-rp ourve Out r N '..In - at-.1 ..-In • h t.rl. a EB 0 L 1 ] rill b . , ; for •it.Wing t00., • trlhuL.ty Ot th• PvpL Rlr.rr dlrevtiy over • xeeY tunnel c(a l J rW along V.3. 11f Nh+• 101 from the te f A k ly J • 4 aM P r Y oot egging ratl- .. he OanLar sine eitcne ni UC yfa 3M1 L so e y e N o B • Avnu- .E , Clall•m -Ion i R{ghway I .?7 shoot d8 f L ou nn 3 U <L i in:n tnn pi > Fltway. A Uhite5 9t.c1 e le-3 9uxv. d N11.11 h ard2oap evm ^ d 1 .Lwe apex It— D pro]0a R feet rwW In Ina -en N f pp . p. 742.139 iT. PPSN. TH AV. STA. N0. 15 761 1817" aM rl v.t•d On th• o -3/2 f 1 f r o the u 1 noelan la, 18 rut • N t t i- J7 feet east of the Doter li ne of tt p W b e iO ." p o . • , n iron Dlp• • Oa.ed In O aW pro Jee tringg -boot 0 e 1neM ,ova grouts. (932.392 utetaa or 78¢ 43 e -( " j a {9h- wt N. niphwy, A -vWaN d1eY, etu:[ed 2b lo " W th -24 5 510 ll ut { N . 9 b tel E Y , og ° e-t - wW. n .bov NT 8 f he IDOLOPp liter- eO Oh.380 pro bL lal.t.) or 1 --r Pf O.--p•.trgN In Eh• -uEmer of 1D35. (01.801 -PI or 90 500.7v L.) 1 ' ? C ¢0 tl 4b Ao4.i1 t Q.p ells: north 4. V;,;no. S'no. f{gbv 103 !rm the f lots Jtrvt aW fork. t ail COO Ol a c nt N ¢O.--About 6,0 mete- :. a -]line etat• Illghraq D.A r m pf???x Clallu 0 : my N. LIOn f Ne nl I ro • ut rldg. or r Jo]•duek PSVee? ]j } _ o e ^r tD. hly:vy e f t of 31 ?N : nNw. 1-di = 00 Cr7I Pay n tl •E, UwL ?0 vt ( nv Ne••t f tM Na trlengujar Jm-ta r ? ? * I°y t 1 ??' t , to: o wth t e W M1 tn• ho' Q{°Y t +thong On[ A tW.W Wad 931.Jae c 2e 1DJ: O e m, pout 2T tn (ser h t o Sta[• xIRD y D•A, .boot a r•.t of LnatM nt•r line of t - Jt f ° (T . 9t m.t•?• er ¢31.380 tv c 1.. ° e- D! 6- one .o-d•n snot t•r, .W about 1chi I hty-f .M diet DW 371 Y78 N " {fr,? b tai} 0 QB AD t b 0 ail n Snt. Ilan of AeY 1 J[ LeN alone V.J. fllUw-77 101 loos N tW . . 93 M In the t0>of t. Doet t P 'non. I anov RrwW,. (82 CC J:otl g 10 .119 esters Or 173.079`f.-i.l O. . v; i [w 1 s Cwnt boot 93 f t y °? yelY• 4r.nu• t Lpl}?, Clallu N of pots td-1 OQ fvt d tl : P 20.•-About 3.7 ml .• v t l } ?B , ner of . T - o tlSnR • t to It.. or bleb tla3d••Yl P•noh 30 F..t . at oL tM the = and -bout ? • • °°t 1-v iN N. b dlak . taNDq ? D7 ° rot, 1 elaW- pP6 0 • e - Ong 6t.[. Him., P - h81s_. C1.1lam aunty, out 0.1 altos .set of th• un-tlfoj O or N. •y 1vd1n0 t0 Cil.11. b. +?'?•?N nortn In- 0.9 "I. ? 4? f q, J , . C8 1853 W at i ^t• Dmt p Jaetl •4wt 7 1nMU •nov n N. top f • ` r t -.et N10n brfdR• v r • ra • t n ehf f..[ .w[n.-nt nfltne nE 08 nat n Or M*'t 07 . 2 1 - a aaIIy ig ( q.nl. DO.NOP •r• ar a%. 26 feat. R v° - 11 o A t nG- 1 1A •N d1-k, .tamped 94.]87 P PH I. aM It In na top of aeon- ° • tO-t ra •-ti t "(( p fk f ? . e 98,••Al+wt 7.4 .51.• n rth -1 f i.euetlw Ot bk.rl -fuel °A• V,J. mtht-y 101 Ru N• .ree - LYyy?? C t— b 7 ft a p J ml I D wt p inns. nUOV• RrwM, 134,971 rotor- or h1,Jd7 ta°[.l 1' ?I .. ` . a - W or ina 0.A aa? Loot 0.1 ail. J Sen f Jtav alt Ua-`lu °rW Of 4v CrvY Air j° 0 Rg,..A000[ 1.8 -13•• w. t ...nh 6tav NIUweO-A tram .llu Ownly n h 0 i 1 N" i nf • t rldM T. ebCVt 330 ulhwae( ett • ht{p+ n 1 ob - 1 ? t I.' 'In ? e e -0. f t 80 (vt +• f pole E3-SO stool E'1 feat no a th °! tM "? M1 : 4 7 f•.I n • °i• O t tt y ` Dot 13.50, abWt :9 ta+l th r' n N+ 2 `a e r lens + o! M1- h1Ph++ n . Il?t !n . R O. n flanv rov or 1- . L ! fi ` l t I ° ... a• t• l l i t Wa 3Ua Y, W toot taut ; W Wn paraunt. A •t-:4- 41 .Y, tuq.MM •317.080 t ed 1D» •M •t In th f ts : oot 49 •.t • , N -at °f - T-(vot .n,O. tr D i an 0-font . rxv tn.. A d 20 fve • L211t •t-NarE -Y d{ •d p.9P0 V " 2 aM t I On 1 p yy e 1 floe E A 3neW :bath RrwM. 1108:096 uvr. ors p0.t 117 ' o t • yV of a nou .e • [ tQu.n t t •h 1100, lY,ltl u arOP4,Vp0 f.-t,l t° Do {room. ? tla" ? !'?'Irr ete•Pb 01 ,, 77 tla. J, I .. 1 ?s ? f? + rT r .?,..a. l:( ?: 1•. - 0°r _. 'ice ,.?.,-.? W.,. _ -.,-,, ..w -.? ... ? • "° _ ' ? vxz}m sa?rxr c2ASr AH3 2g5Darlc svAVHr Plr. C-.Nei levelim Ab.Maan to T RS -J ?B• ? .fj . . - - mkt ? aM M dl k L pad •USO.a¢S p 26 19)3• eId NC 1 D t ]ea ti b M t p f o C 11 M.•-Abl . 0.] mllea north along U.O. IIlgh.aY 101 hm J t? ng • w B In°ha° oun r s grd (183 1J v t 30.3 feet.) 22 - . Q otfeien Veunty, .Dort 3.J tllea non Ut of Kalolwh. aE the north oM of a 623-fool It, et h° OoEtm of a gi ° as Ne wth eM of a 225-font rlll SO [vat ..at f S X 2e.• I 0 y Nn O E tr D t 12.3 111— emth .long n PP" ar 1 1 R U 0. HSg Oue !e• T yt Ow t p , o the ...a., Sne of h e hlp wayC and soot 1 too[ hl IS' N the pevomnt. A etaM- I ^ kgi • ? y, o ort 0.9 mils narNwe eC 1ge o D D H tt er, abort 1. feet eou.esdL f an M tek. _,a 119.2]0 N 3'1 SDS d °^t In the Prato poet pr.Jel111 Pont ,0 lnah D aT o eon- (Eo l• ; 50 5 ?W, • . o . noiN t M N 1 N ud-smN-eat tmgenC. BO t L h f • gran 1 At, • wt n ranI '- f C . 30 -toil or 118.2r0 Sea C.l g - rF• - o polo 120] 34 t the t Of hme lent.. It-- of the Mghrar. aM •DOUt 2 feet 1 Nan M t 1 t .--ADaut ,10.E v13aa n.rtn •1 n6 U B. Highrvy 101 ri - ?v ' p n . e mdaM disk, CmyM ^{J5.33J X 28 3DeS aMe C 1 N toyy o[ ; ' te poet Dr.Jeating •bwC 0 1 m m Qu to, Tefr,rnon County, .port BBO NeaaC of 92omboat 0? k.o a ai Naua4-end-vou N°mC ca[?gont about 290 f ' S h ° bov g uM (132.6 too. or 433.163 fee c.) . oot norN- »s of Ne top of p Qra6o, lU toot norN of. 4-foot hemlxk t .i ?3. y E6.- I Oi y H•rDar CmntTa •bua C 30.4 -111. ewW along HSgbwey 301 R Q L Tefr°iem,County abort 2 6 11 wvp pr.J,.Cing °bwC 0 foot °bov° grouts. J font ew.wavL or U Ne -e-I 11ne at .a hlghwe . 1M .bout 5 Snot 1.111 Non N° pevemnc A atand M dl k ' - IU : . m ev verLhwv.t oI Dad b1 gd-• --1 R•tt RI•sr, bout 3'.7 mile CMaOC oI -WS^81• mill at IM . a e . t°nyod 90.320 J 2] 3033" aM ,°L in Ch° Cop cf • aanc rose Pont p.,-,aing Pont eB Snahea a?ove gi wM. 1 , aouNee,t eM of a 4]3- tort not at Ne begtnning of a (111, 28 at .w.ee.' of pole 35201 feet N t t 29.£00 mtere or 9.-d feat.) nor ese . Me oenGer line of Ne hlpl„ny..M .Dor t S 1/2teet lower Cho I pa•amnt. A at•MaM dick " K 07--- About 1S.0 ril.l°e north elan U.S. HIOI.nr 101 Rom Qeate °f[°reen Cwn b C 0 ? , C pad . 950.111 Y 20 1035 M e In N• Cop of • em0iete yoeC Oting } b D Sn.hee J — A o a , w .5 n1 e °ouN at tn° fluby ge•Oh w otSeee bulld a 0.3-mile ang inQ. f:,- ?sartng north aM WO r F ) gr und, (151.090 mLara of t et .) - 130 111 ch. a F.a ewth. c eM oI a 9o0.too4 grade lead] ° vg nor N. at one awth aN oI a 160-toot till aver n emll .rook J2 f. at f t ;' J J t( Z 26 -In Or•ye H•rb. 0 t) Dwt g.2 mllee amtN al.vg the .an er line of LM nigtny, abort level wit' t p ant, and at Ne bees f a e-foot elo a in N b r M Hl 101 f 0 8 gn y rom qu C? J (f son Coln C)a pout 1.0 m11s e t I Ifeetov OwnLj OI-Crlat 20 a p g snk. A d i.I. at pad -OC K 2] 1933' and as 1 on. t.D f Ce poet a ' ?.e- t 6 t ?mC 0.5 mile weeE oL a v°dir?hinglaomi1111d1?J, n • •bwc 0.1 ' Pl* 133Ctingt.bout 4 Inch., above Hro P,(32.539 r 1C6.] [so.) t ' mil t ot • }-rots lsadl n.i.ort In ° Xe33e7 A•nOh, Pont .1 fee4 f Cola IJ ] 3 feet north • 1Cee 111° of nt highway. e °v° ? I i N _ l y p].-•ADOUt 15.5 lee north Hong V.S. Ilfpp y 101 t m 9.Tx ' p itnNe ` eteM•M dlekt t SJ3 Z 20 y 1B33` a iW . 2S2. ti 0 .9 e SLaa24, reltareon C. n :boat or23 vllaa ewN of the a n. to b SS?aba ever Brnde Cieek s 1..9 m11a° eau at h d t n ]] vg • 1 fide b 12 m f C 1 .. Rr.uM. (]0 Leri or 252.533 c e 3° °d.C nnMthr .t topele it,, e L 300 feet t of the se.e .. th t Mo net w.wee[ abort 2S Tae f tI a I.. ? ? ? E}.--AD 6.1 Slee .ou. eland U.S. H&.ay 101 fr o o o n rNwdeo aM of tnenet od'e t fi -I ot Oedar et . ? r [S l t tl h . , , } " '? a om Qi?? ?? ore Crj Crfgr•de-eeb°olbufldl 0.2 atle ..at °( eltor,on .aunty 20 aM r t t n n t t p C otac ng ebou 12 -t giouM aEavn , 6 teat n- woof of eke en ei if n° of toe hlChwry, bout level el to the h C h»a A t M N ' ' L ange a nt. BO feet • Ms• t t M. 1428. 46 Inat .eu[ ' to °1 Ina .enter Itm Of eM hlL M ? 1 n n? ?, y. e a O ndlek' a pod 1]8.53.1 2] 30.13" •M eeC In op nI o eoncra .a pr.leeting about T Snena, above giwM, 159 91] S e - etaM•M dt•kat• apsd 184 5 ] ? 2? 3933 ^ aM oat Snmtne • L 56top X30 of y ng •b 8 inehae above grouts. (;61 3 I t . -toor 1]O. SJ foot.) - k 2•r --Abort 17 6 il n ?r?? 1 3?4 {] f -) B 27-Ab t 2 all N I g U.S Ni h»s 101 I . . m e, or. elong U.9. Illghxey 101 tim . Jt'flr." CPang, at to. co Poste hrldge over EIMOn Cr11k, ,. no Nwat of t venter l1 n° at the hlgh»uy, f he top of eu h {rim' . . g y ran P tea l t! C •L tl tt a O 1 R D .... N t aM-ewthweat tengOn4, y line C EO f wo^C e L of Nn north»eeC aonoieta refill d'°bmtt 3-1/2 feet Dtt)Inr teen the pn veeen C. A v[aMaM nt k °eped 4 " " , au eet L .f pwelt 1{]6 83 f N °[ the enty-11 noichesene Pmt. 33 teas or N- -It "I I tn......I 1.. .1 to. It,.". and abort level r1N LM 0]. 00 Y 2] S9S3. O no ta ro or (CO.bS 0].400 feet ) H 2 --Ab t 19 2 }{ { nan. t p ? tandaM dlak, pa • d "116.342 tl 21 1031• and at Sn N p ne ge c° ant i *f T. or . In. north along V.O. B 301 Rm Qu^ata e!I°ilan County, °C tM ororetn bridgeSghway N ] C k - - ' p D .J e[lvg aDOUt ] lnahee gi 1 wM. N4 DO ran 1r 1 46. a1x net.) •bov - ,: t t ree . 54 7 the mtor line o Cet nirAney, Sn teen top of t e Poor hwe0[ a doof .e o a hoe.. eons ]]iota . t P top wC 3-1/ 2 0 e] In Or ay. Ra,— Oouncy, bore 2.0 mllee ewN almtg feet Od or Nan fin Davnaent. A ecaMaM d-: etampa "100. 5/ 0 2] 1635.^ (a.5. 12 wecere or 300 59. f t ) Y •1Y,. f1 r. ep` u 9 nigh y orm Dues., lefrsram CountA ,pout 166 feet t t N M .l m e.a4•M-weeE c•ngen4, aPaot 120 (.et •wNI••L line a.ro.• ofM N• nfghhiph,qI Rom pole 1300, a0 te.c aoalh of tM L •y? •M •bwC level wise e . ee . P 27.--Ab.t 21.3 ntlat north along U,9. Hl Qunn[e, efrnidon Co.ncV a ou a.4 mllae awtll ofw [hd l conort[e 2"- ' _ ??!dgpm ( e p• pavement. A L•M.N t`dt•k, Camped 1114l17 0.1. 1833• •M ant In .s tap of ng aDmt T S h r . eel nren brldQe r IIM Rtver, n?wI }]0 fes °oC °t • - h) 12•,.at ro.tan6ular .notate t ulvnr, abort 170 feet en C f l 1- +w>i 3 rr n o ea sore giouM, (J3.4B4 303.2Di tiei.j o e o , h1[lr°r ourvd elgn an • o.J-ad3e .P . O 1g a s e sM went, 121 oe[ uth ?'?; e J9 ?b.uc 0.2 mole norN ti - 0 3 NS n 10 ec aant oe a 1-1/2•rnot hnmlo la tr ee 30 tat t E noiN of F 'M canter lion of he nl?nw•y, aM oEOUt lave- with hn pa-,Pt. A l ' . . g w. 1 fpm 411 fSl I fts•m 0-1. bout 100 Coat . th or ?M north nod or i6 - t W t 1 It-- dlnk, -I-d 161,000 P 2] IUM' and at Sn Pa Lop of { I 0-Seth a ° no., proJe.INq about a f h b r 1 ,o •• a eldg• afar Wnt• Rlrai, fn the LoD Of at. t ro e lL g .bwc )a frC • a r nO ee a ove grouts. - I (46.051 mtere .r 1h1.000rfa•t.) r . }• 'L t , a o Na Oent•z 1"s of b oat 3-14 flat hi?g{her wan N• pn°mnt. ? Ci• ! M ai.?[ `M d H 3 • n 2'f.--in Jerrerene cwnl7 .E.?lee n11ea n t .- i S ' . ]0 n ¢} lOJS. (1S.LOS -tan or 44.670 -t.) D . 1 ng U.S. 11 at 101 from the lne°rneallon of A Otrme M P k Av...I c F k c '(+, f 1 -- t a ai pp, l.nan c..nta' ebo?rc 1.2 ml lee a N r n con- e a M e[eel .roh b' l o ` ` v R y ? V 1. 1. 27 1b 0.4 111 • a.- long U.S. Highra 101 rim t J worst Cmaty Anot 2.4 olio. . N or en ? C I vn r, at ne eosl eM .r . o.a-u 3 -- wnl , .D :% .n wc ]en fort .ee r . ule ho ou f 6. 1 .. I t ` I . d at•ISon at ? t.rrg.nrt, port Dn f"' out of hs main anti,noe io Ia`?ie ?:n:nbreln. gt.rd.M ..In. tl.n al f u . 1 .at -n O 1-root o" ah t .a 30 - f.et I. of P. ° line of he nil t?r•y, and about love] lee ch t k ' .n eet I'll of f N. .•et•e ilea of [M nl 6n.y, to line .1N • r of ppl.•. BO L••e •mth o! el. 3636 M b s Dn -- A ° aa d as •k, n wpea 1n5.]i6 Q 1n31^ •np net in V COD of n o.nonlte poectDroJeo[Sr? ai m- 0 1 t., ' % D , . ? wt J feet ht hex than eM pave. t A p ed n. •nM•M al.k. to 66.x20 K 2] 123:^ and t g 1, ?ove groud. (9 •9U2 mntern of ]3M1,T30 feat.) " an in Ne ng abort 0 ln.he..bm• Rraund. (W.6] 66,420 (j tt,) R 2 -- inJeffnraon Cwnc , .tout 16.0 mile, •onth .long U.9. 301 rnm he l Itt Rnw• t y ?, ' 2T .--About 4.6 mil.. n.iN .?onp •Dw4 0,] mil.V,3. N11.bwa} 101 Rm J.rhi.la CwnOr N p t • ewN N r I y n Oraovt on of AOknrlyy Street .M Parka pnrk enen.t • et Clallw C.'nty •t the ..I and t the .. a and •ai rie3(e its klvr, In the t y of Ghn v tic d . 1. s It 99? • 667 o -- ? ll? 42 bait 310 fst nor.r.[ a.ro•n the MA. f?? er t E,. :`0 ,It e•nt•r ltn• °( lb. M ie:n i e e f the ..I Dona r. llr/r„ l3 .at e•e. ule one t.r it.. or ch the hllllwey, all b,,L J•]/Z foot bl h r Nan Na pserlnc. A dlnk a ^ ' ° t 7 , A..a •m bout F h p•r•aent. A . 1•M aN dnk, snipes 60 463 P 27 1D33• M . a-.pe 21].060 n 2] 1013. (]2.956 cater, pi SV 6G0 2. the l.S , a eat 1n N• 1 • rata G.•t DeoJ•at- Ing ? 1 4 tat.. •bOw grants. (19.3]8 rt.,, 90 435 S f I • , . nett 0 q --??m[ 6.5 it.. norN •ImI{ U,S, H3Knw• lot f «}.-•In Jer areon 0wnty, •?o t is O .11, wN along U.S. Ill6twry lol trop. the lntdi... tlon or A k ly s . t and Fork. A t '?') im .flit(yl I t[•r,°n CDnwnt...bout 3.0 mll• r. (!( 1?j1 .bent • h3Ahw• d° •it t I n r m vawn c1,1I Cmncy. a OV n 1 M3 • mN Of ter Cle`lam-Je?ier•on nor ) It,,, bout 2.0 olio. norN of he a d 'ot - y m+nt •r°g•, D I 11n. .1N N• eorN •rd tbt e t II .... or 4y. -1 e0 r... tM r tar 31n. 0 tb h1 Dt J a an ntaal arc. tdge a sr Ilon xtr•r, •DOU< 0.0 13° nor N Dar ion val`a m 1n•dl n n fora ant About ¢10 f t o m. i 111 j?? ,,// : `, yll '? •t It or • eM•n Rh Il •M a N•t at of ?• amg. °t N• Dluft A •tW , ea r ^a i or tt a sou hs•el std .^•a s rRenc, abort 110 or 0 1]• l t ' ry,, ?ff 'yH •i?"55 . aN dhk a t•apea . ltl,10 0 KT IBJJ• ant wt Sn LM tap .f • emOrot• pps yy ) +^6 °D°ut I- abet. RrwM f . (11.808 rt.ra er ' en n1rV.es•t of • 4•foot earls •Lw t ..1 v w il0r ¢ . ,11 .at .w?nraI of Ni eant.rlllne'Lf E I ` I ,h n n ann "It hot hirMr th v vS ,? JB 140 ( t.l KOii lie Juna 1DSB It wee ropdr b l a e par•uent. A .eats Mai •[w V•A "4(t].CUS S 2] ID)]" aM net to tM toD or n t.i peat I k ? C ot tot b•nah a•rk w.• 1 d A f dstrvetlm due tv Ne1Mr sia•intl Or N• DSUrf. raJ:ae13[lnRn ta•ttm lrc a lnohe• sae. prnuM, I1+D.630 mt td], ^ ^ t 4 0 0] ntlpr.••ADwt e.6 all•• norN along U.e, lllubwq 101 f yt , I•f ni•m Ownty, .Dort 1.a Wl.• norN t $ e l j '?u `} T 27.--]n Jnfrer'no C t), nLwt 11.4 mil., •wth •l V.S onR Nd n•a 101 l r" ' ?. A : 2 h.ww• S ant nnr?N.un er IL• n° C nIn r a nSRn y d.- Kl nrAg•M., bane 3n r•alr y •cR • ni.r x1n• or tn• 1?ea1 •N dt k O l ^. l iCm • n arena It n or Aekerly 3l.•.t M p0r•k • Ava• t^t.P ar t(: 1.li.a cn.nl 'It 4h.a "1" nnrl4 r tn• v ee. n3 el .rani t in yoier n r Cs M lr•i Dwt 0 ( y 7 . • ??pmt d a] GSL ] eo and • t In N• toD .t • t•• lit•dlIt l• Prolwt3 b . a . mile, •wcn f tn. l'l atl•.-J........ aC arty line, .tout o.3 mile a..t or ,N ?At ( . P a aft 4 In,M• alnr• (58,06. f....f 1.1-N I. •. st........I t.-I rIn' • ean.I-.hIP,I. m!]1. 10 n•s 1 6•r y{( ryyt ., l 'iP N5'1' , KOTK.••t'ht• br? rr4 •a. •at•bll N' W Ito ala••Ilm da- t•rmleN ?1 •n41a••ra sr a S 1' [ :a'' l' ? :nn .imt?i a lu ' lo-11 than IntrDS•caet Ler ilea bf A t dd l . y d? . aro.t I'd !n lnl rv.ry 1k10, , a nt `6 eY, sapid "0]]. 10'1 T 4•I 1>f3• and ••t to M t t° of • enan IR at. fit 0 lrOnaa .Lev giwna. (1]6.010 r 1 I?IN l t• - t 1 ? ? S ?? aat. .'1+ ` V! 10e-e5 1 6. )r ,t 1 man^r ?f'f f') Y .' .2 L 32 RE9LT.--Abort 1 9 mil " sl 8 U 9 lilts y 301 t' S Item xe 6"ath 1 0 tM vw s 1 1f 1 C gen 6 log }.I „r i7 N Lo? 'A atlr .L.Maid eSok,etampea "210.432 D 28 1433" .rN sec at a poet pro]eekir atwt 10 Inch.., above 0.. ores 1o9ervios, 28 CeM r nt sou"Oeec or Na you Ne .i ao. o ornerhOf q a. Rea?meeare er 219.132 teat.) Na ...a e:.tlon house .R teat reek of • wits r1Mt-of-w %., e>y Came, 82 foot vest of Lhe oenter ltne of the Ngnwy , .M L 0 (U.S.6.9.).--About O.6 mile a0ekh along 1.9. NSMwy 101 level wlth LRa D,vaeant. A .l- el ek, .tamped "406.317 1933 , from Lug?tul?? , pry. H•rbcr Count' the Sntere..tim of the LG1E 1828 09^ eM ee[ gin the CoD o • oomra[e post Drdleetlr?g h1Mrq an-Tt? Ilu¢ytullDe-COpalis Liege, leeaing northveek, 83 a wt 7 Inehee •O_ grouts. (406f .117 feet.) test ant of the ewtheaek sonar 01 the PGI... Shell e°rvioe NOtg.--This b.n°h mark ,.a a •?11MW eM lt. elevation rv etl°I. Q8 fee[ rterN of Ne Oentei lSne of V.9. II1M,•yy 101, 27 determined In Deoember 1833 y • field pasty ar [h1. eunau to feet ew"tee[ of the elnte+ line ° the Ilumptullpe-COp.lI. RSM- re0l,ne L ahSOh tie de.tryad due to R1Mwy re- .1 vet', .feat .eat of Oole'11-30, ,M about 3 lnohee urtlOrLrnund. IOO.elon. A United State. R-1091-al Survey et•rWW d1,k, -,.,t ^110.606 L at I Re end at In th0 t.o of a ...Orate poai. (31.836 .tare " 26.--AC N°Sl ton, Orye }lurbor County, lima Lly °ppoelte LRe or 110.685 teat.) front enLranoe to the poet office .na elate, abwl 72 feet north H 28.--o[At Humeral y [ the north are of • hl6bay m,tntanmce garage, 48 feeE .... or K- , 0rye m Hs: DOr Ownt -e 120 felt NP center line of U.S. IIIMw.'301, aDeut lave] wlth N0 x eIU N oet Na entisnoe to the mla genera ap ,rtl yoeL e(- COVe¢ent. A a[.MaN disk, ec put "984.612 N26 1833" ,na set I. floe, 6 feet "set of the Hoqule¢-Na I]ton elgn?0at,to 106 IIet ewth De top or . o0ncr0 to poet DrojetLIrrg ,OwE 6 Snahe. above grouts. .0 'h;-I' Mvay fem pole 12-50, 126 teat Pant oeroeo Lhe RfM- (147.070 rotor, or 402.612 feet.) rim Ce 1t2-9, a5 rest ewNoeet at the cancer line or cna hl G gnry, M u level a1[h Ne paveront. A at fee eMaM disk, L 16 (U.9.O.9.).--Oa.troyed Sn DeeeuDer 1933. (122:348 .tsmyed ^14¢.986 H 28 1033" aM ask Sn "e ^ 11v proleakl_ .beat b -- abava ground. (43e8tL1fvatee.°orte PoaL mEese or 401.105 feet.) 112.906 t.) L 1]JH?FSET.--ALout 1.7 miles north ,long U.9. H1gRwy 101 YB.--2d-Ad- 1.R al., north 'alone V.S. IISMwy 101 from b+1I.? eP-BZIS: a?at FSOOtaeL not[ of . arveheQ1eoakreCaak y1°dan f , O: aoe Nartor County, ak the top of swilling grade, y.rd n the a OL .See of the Ughey, bout 140 rent nor" Ot about ISZaet th o[ the e-th am of • 0.t.— tangent ?e.+1ng poll 27.22, cheat 100 feet s0;,...' pole 27-23 60 feet heat °f north and awtt,, bout 75 feat north sat f :Ole 13-48 J feet the neuter lino of he hi w M T. r1" Ns C. eeE of the center lSne or the hSMwoy, aM bout lave, wi 8th the A elIea. liar, et-d 401.031 3933 L 13 1920 09^ aril e eE Inn p•ve¢ene. A --rl dl-k. t.¢paa '586.921 128 1833' eM .et he Lop of a nonocete poet -3.Oting about 6 SnOnee above grwM. ?i in tM p t a nopo+ete Peet DroJJaettnq abeuk 10 inaMe Dove (401.031 foe L.) g+wM. °{81.091 metes, or A89.OR feet.) NOTE.--This beo°h vark wee aat.bllehW artl It. a3ev.t3on de- A 9L (0.9.0.8.).-Amut j 5 .11•e ith along D.6. Wghway 101 LI 'I 1n dII!1er 1113 b? ?tleld p.rty or thle Rur°•u to id 1l( Inv Ir-u,ISO_?u11_n• Oia 14rmr•0o ty, ebohe 0.2 Sla sou" °t the Fip?a L iJ 10.9.0.3.), arylo a daetryad Cue o ..he, nlo0a- { :Olean 68 leg Co. railroad ona•tng, smut 2. feet earth of - COIF. - den brlage 9-414 Orec 9t•ven• Crack 27 feet a t °[ Ne antes About J.9 miles north oe A lSVe of the nSMw,y, end smut 1 ToaL ?owee that the pevament. A P 20.-• e. V.9. HSMry 101 from G UNtea Stets. o"foie. Survey e.n.rd 61ak, s[eaped "239.}}70 Nellt93D? Orye IlWbar Corny, . Cmal lanqul•r Y.O tlOn at "e SIY L 9 1929 d at Sn led top f .concrete poet ro]eoLing shout Iho WSn.ul[ rout leading nor"aaet "WoO,, the wth se t Lake ?' 6 Iro emus ground, (72.960 me Cara or 2}}?) 9 70 feat.) W1.QUlt, 72 feet n Neret of a •; titer lSns of Ns NMr XOTL It ass mn esa d west oS the oenta: line of the rout. PO feat northeoatat 2R pot``ad Sn Dego' r. 93'" l< the toD or the ?t po m t 11 111 tige dr . .Lout 6 Srchee "e .t. She alelstlon glen Bole 4, tie Sn the tapof • rmk 1W Gout 7 at R19er N•n }kFe}? .Wets. a ro , A etWaM liar, et.vpW 5216.498 P Re t- (6..872. et rv or 215.469 reel.) It P. AD t b.4 mile, north .long U.9. Hi lot tcm Homo ally IlTZ. Haipor Cwnty. •t Lhs noTo aM of .tangent q 26.--About 6.0 Wlee nor" "Kf V.9. N1Mwy 301 y+om ON Try{-north sM south, ° LRe °u[alde or urve, 2 feet aau[R- Nei?ltop, Oeye HarOO+ County .Dort 0.1ing ak Co mtle we It If [he steel j ae[ pole 17.10, .bout 45 feet ...I of the center 1f n° o! Ne Dr1dL° vak Qulnoull eiCerr f0ao` Peee1 of Ne ..at aide of Ne high t wy, ,M ebeuL level with the Davement. A eL,MaM ai.k, 1C.W. of Per the ter Ce1= line io of n • noneod le c LeAmeM• We.. 19 ..1 _ ea ) etupW "317.23) q 26 1933" .M set 1n-LRe tap of • 10.1noh Pont P•+k O.mp- mater. or Era"'. , th66 O "'t north of the oenter lino of the hits,', aM •DCUt ?1 proJenESng abort 7 Snonea shave grwM. (105.843 re hi It e0 "218.809 q 28 'RA '3 t 3{7.2.1 t..) Mw•y. A ng Snehve albs- grwM. k(66.660 aCLe ItaMaN ret dlek, °ip2M.0F91feat.) ?D°ut 9 L 30 (0.9.0.9.).--DeatryW In ---.r 1033. (132.701 rat 416.370 teat.) R II6.--ADwt 7.0 mtle. nor Nweet alen8 V.9. H1Mw•y 101 Rm L 10 PE91T.-ARwt 0.0 al-' north plo.6 V.9. IltM N jl rey 301 Ner T + a y1•Le Herpor County, tthaaaout 30 feeE eoukoheaat °I ee 0 lq" - fr 0+.t'• Ilerb°c Ceun[y. smut 0.3 mils rN Ns T-rced `OhOalnC o t t° Ne nt N Rora f L.ka L.ut[ eM of i ?.3-mile angenC ?sarlryl north M oath, Grneat Of P ala R'[4, 60 fee nortn•aet of N T .3 mile .oathutof U.9. Pore.t Saralee out 33 3e Wtr,g • t °f heset, quties•ult l40 of r6 the nn 0 rtMs•) boa[ level wife the road. k feat n°rtha of • 6-Loot Clr stoup p+oJeoting •?wk 7 feet eta nee el Pei tIt proya0 11'041 R 26 1833 IB ^ eM et !n the tip ofa be,. ,,}}torts, 40 feet "eat or he oenter it., or the N?Jrry • V JeItI lr? ,beat 30 ln.ne. ,boas grouts. 'Kry.l4(1• Oeut 1 el .1 th the p.varoL• A et.na.M Olek, •Cmpsd "435.150 (129.SLO ¢6tma.1. or 411.81 tea L.) SN' p 3831 L 30 larD 06" ,N .a[ Sn the op of • oonarete peek pro Jaot- 9 .--About 0.1 miles northwest alo?t t V,s. 1Mwy301 frm ir,g .Dnut 7 fnOhe• •mva grouts. (116.160 feat.) ?;;]]ttpp?? rate He r04 bounty, on fls .n e,. - d-re•tIIlR%-t .Rout a mnOh mark ass ee[,?liehad aM it. elev.tlan de- Neb?f to O 0 Of the ,aeon., pump .C a Vnion .erv l0e rJ+ terminal In Oeceuar ,-hloby a ldtpoo h1R ro- 15 feat nor". aft °f pole 1010, 40 teat n°cN of Lna oenter ? F . G Crag: L 30 1V.3.p, b]. ), n ras deeryuttsdy of aoe tt • Maun•u y to reloe,- lino Gout of the hleh"y. 1-1A reek ewkhe•et of , ratios, eM .pout 1 r foot 10Mer tn,n Lns pereeent. A at. ,rt dlek t-rad ^100.791 L 26.-•ADOuC 6.0 m31re south ,lery{ J.J. NlMwy 3C3 [ram 6 20 3013" set In the top of • Oonnn. poet J1f Jee1i I, abm,l O nsy. Ilerbor Cwnty, Owl 9.9 vile. north of the ..flan R -h.. O= ove grwM. (1'C3.9B0 utere or 400.7D? ae o.J.mLle t GG It De,a`ryl nn th W • th. T Q80.-.Abort 10.8 Wle. earth heat ,ionR U.J. HSM,•y •Rw eon" [ i-coWnla WlnG , 6Ctie lest ouths..t of 101 frm els 60.10 30 feet ...t of the .near' ]ins t 11Maa and -1 n1• Il,rbor Oountl, allot 1.] Wl.• a••t of wo0aen bridge 1 ut I- •lN one •veronk L 90 . A . .Mani d(•k [ ph 7'd37.NU0 •' e v 11 ° k, • wt .0 mile :::t- of wooden queen-De. " 3D.13' p N .t Sn Lhs p e[ , eonarote P.. prof OC1nF .Dort RertY b- 0.4 ok e.n6 2-407, feet 'Llefr C0laut1Q11 ? 19[•l tdnoc Nwe.t ol? 10 lnoh•• .hove grouts, 4137.853 rote. or p17.tl9p feet.) J-ro ed.r I. prOJ..attng bo d tact bor. grwM l2 fast ?RfyIC.Y. L 11 IV.a•0 A.)•-•Oa•teoTsd in O.eemper 3031. (111.165 dnoorth of the .enter III. OI N• h1d• .rtl ?wt lave( with al Yr"nar mater. Oe 447,690 feet.) Sn th•nto At CWN Lr.Y, •tampe "bM.111 T 91 1933" .M •aL P over Co•t pre?•nting bwc 8 1,,h,, ROO n.[ L 31 PLtYf.•-Abort {.a ailre .m" •01-R U.6. IISMwq 103 BrwM, 184,368 met•T• r 606,4 6 feat.) frm :ray. HyV" ar •O,• a a Own4^, a Out 0.6 mile ..t. or • od•n V Pd.--AOwt 1¢.d Wly Ila,be, Cwnty, no about Nw• 1ee.7 ,l a ong . U,B. IItMrW 101 from btdg X413 t N• NE Musating e•na•nt tsar. Nellnn, Rra • ••. ?f,?j' i?r?u ?nt ru rhea 4 he "aoe[. • .3 flat, awl 400 feat LTd- •r o Cr-, aloof 0.9 ratio ouNvs.t of the qu•drl- f ta the 1ut 01 fr. ,rr?j Ne.•t t the '-I-- 1°fglrr??FF Oo. r 11roW or 1.. .8000 lb po.t erldo• D•40b, °n Ne ant ?rolcngatlcn of • e ... -r0•t [••t north...[ I • 3-f00t hemloat _ atol n.. wt 9 feet t.nC•nt, n M o C ld• t • Mr r ,bOr:b' ..a60t If r.L— no ..I th•.• the t pof_aa".t. • t A er l tadaX 6t.ino f fnskhlM vy, or,., the h18hv p nurv•, .atwti DQ teat .OUthvL / .> frm F.I. 1111. 30 I.et N f ter lln. .M .1 1 f • uGG d u •448.186 1933 L 11 1949 OS' M at in tdt p or Om nE• p,,E fr hnfhjr)_y+ a)bout 3 f. at lor t_ tM?.r.m"tit Moen •M t the ?." PrO J• at tlnq aD t d 1n M• .mva grOUrYt. ({46,ID6 feet.) tot h,nk. A t.N.N Or.k, pea ,{8?.4?7 V 00 NOTt.••Thia pneR mart re. 1tatW vd tt..1•v.tlon aa- 1911" aM net:' Re tpp t ;3ro on w 'o,t pro Jentlr?g .Owl a +.ry„ renfn.l In DrowuOy 1913 y . fiWd p.ry f [p!• ILrreu ten InORe• Oor• rwM. 1160,8e;., O 4D2,R97 T•e1.) 1 .? Cl N• L 11 (U.b.0.9.1, ahta1 a.. dre[ryW due o tit M•y nlm.. V 26.••1. b,eye Mare., County, •ba,t 10.0 mile. , th long '? V.]. N1MwQ 101 rrou J,tfer•on Cwnty, bwt 14.7 mtle• ??yypO???555tI Y 96.-•AOont 8.9 mllk• .ou alongg U.3• Hrto.y 101 frm . .n.t [ xWltan,r Cr,,. ?l.rb0r 0, S County, abort . W1..a L of iaJR+` e g• Bart O.l mile . [ r b k, ,? Xi 11.llt°n. dry. nether twat' .4 11. ."f .Doomrth i M ts te an G.{a pq?n CC ;.i?`fy, • lmyt W 11 /?k ?y? °it 4t. 0eln?{ ary.ne oxen b+lage o stLunh n.k, Ora ,.h0u b•ariryno` do foes ,t If bpose 1143 tl W W, •t tna M.On lei.[tM 1°. rally°N o o••tnA, Drvt 40 a[ nor" of n. oenter line of he niMa(>? . mt a late ltl M' [e.t " °f "e e•n y ltn• or ttu freak. 21 "ai N...t f •fth I., p•vemant. A •[aonen dlaY. .t.mpW 'J6 8.W. V CF I833? 1 C OJ-I1 b fast a•i of the 0 ar 11 tie oft hl °R,. rtl eM • e to the to D a 1 t, Do. 1 Pr01.O t1t? Glut 0 lnelu. Rolawt 1•v.i •{NMO. ohs tet•tSA..[aMaN efrk, ,t.v..m` 7'16D.00. .bon RrwM. 1370.9Gp rots. or 066.803 fast .)g Y P6 1931' .N art t omr, • .at "al P Lng .bO,t ¦ 96.••In Ory Xybor Canny. abort 1{.7 Wlre • N al Orkt a InN...bor. Awnl. (13?.I70 aster. or WO,fM. t.et.l U,J. 1'1µM,) 101 item Jp14Ji4 Jerly.m Cwntyr aDwt 1.9 at lea F 1 L 39 royW to D....... 1931. I1't3.L33 .,are outh.a•t of tM vaue0.n bi1d6• slat o•[t glnC, awl 300 roan i or 406.999 feet.l orNre,t Of N. • at M Ol • .9-rail. vq t ?rerldl Orth- JSf ref •M .w Nee.t, .brat DO (•et • N of Pala or /0 feet F •outnwut ar t!• a nto 31M or to. Nµhuyr .M aE wt 1.1.1 at. ?W, r eYg-eY ?l1a9?c ITT" , T^Iw4C vJ ?iti40434 r'' "c"? ? k y • ^ i ?( 'L? „, r l '?P ,? Ilr 1, 4?r e p 4 r .x.71 t? 14 F , E Veu with fseaa i i'h l oltva.ia ; f ? Lrseded. dae>;1:7Jheos h;:olr been su w ()tarrecicxl cle'MWona are given Sul: 9, 1D41. H 6 --Ate t 4 m inn nrt..nn,; NS Y to Irm En and 91e nun Scrm u r lLLh ' w OFArlla au- T ' t 3 n * 1 r¢y ll o Sn[vrnnc I O . on Ilaibor r-tv, '. .] m13e orthon.[ A Y COAS a in the 6titredl:+s ec-timer levels g a LO-inch c 010 Must[, at Ill v d 1 tl.l-- mgant Leo 1 . t ° .nd oouth ..I, • [ LD (..1 ..-1 ...l, ti s .-tb na tits of an bomb c If C f 1 1 1 T"Sn .1-- W to t e , . t eti o , 9 nY olb- e h1GE+vy. w t 3 f u heoot or [ n r Slna of t" t °n .. DOCw.t Or 1929. ele 1 Lnom 3 leval 9Camam .tm:f C "TV O p LU ororthm C P vorc t. A etea oPd d-, 1933^ and o COSn movi n yr vouc Proi Cir -It T P^ TGle line )tillers CM Horthnrn Pvn111e Pvtlwey frm Ahmm?en lncheo nbova F l21 3 v o[ r TO.OHS n Hoqulm9 U.9. HSMw•y 101 t Notlut fr Lhr.oM Ilelhton m ot'd -I- I:SMrny oht -A r.m 3 -h, routs P fyXl •ppho 10.0 uSlve norUnnyang U..SC IISMw%.1 1 frm Cho C 2E.--ACC ac 1 ' e , :a Tw P1 Tlw Held work d frm ADPSl 2U Lo 4% 5, rtL nm SSCpoonD9 0 133Luna y lrt°roolt n of ELF. . aboue 1L0 foul ter ant ¢rwnd e f h IlorLOr wne sti; 1833 y y 7 In charge of H 011 , Junior hydrogr.phi em g 1 oalnver. ? rthe`at yr at a +noCan GrStlga, on notch-aril-cou1 nV t 0 fo o- or . 5-1- ch?t `od -pp p"Joaalnlt a1. 1 t t h d h1 h r o P Wdi l bench arko:l h ol-ty or Abemooo, v ' ^ lee U e o Lh ove routs, 30 y lcvv. tl 1 foo o Cent:¢U. I. Orpye -b." If.ahlrigton. ABHfO YI AE DDe„iayr, U eye Herber C...IT, nt cite .-o o n p s "1 I I "I' 11T.PTT C .. SS 3 W tie Sn -eto oD t L Plot Ur Jvo [- Sng a?wt 9 1 h L ;ttwr:d. (J5.021 r 11'I. LTI feot.) W.,c"rj t CD lnIII...I- of I- TWm and 1 9eree Ca, rt tLe ronod° bout 20 root r or the N.tionel Go- -- N o rn L 4 (11 9 C.3.). Loe[royed Sn Oo-lo- 1V35. (I-W, net.r. • ar o e E no N: T tE II. or the. Amy, bullding. am 5 feet 1.- aId or th 1 eid d8 C Ids elk A -. or 156.7X9 foot.) 0 Ill- ncttL .- 9 HS L 4 PELGT Ab 11 . Y 3 1 ' ... dl k y d ^1N P H AAFADEEN 03! W t t h D or I . Lae )p b ,.t fl h -h th. 1 lL BN'y 1N 668 0 . g , •ro the Snt It l[hth xm 01ap 3 H n Son, or oriye liorboe C p E 12.9 m11oe .-t1 of =11.1 S I- worAnn brid e 1, L L t I m- ' h .t?" Z MMM . TSd•1 t 3-3A4 31 u B N [E Peeitla - g eeo a . e Wla no rC southwest tmgent, x{rout 565 rvaL north { ) oC ¢ rthvoati of eh 10 SccD oortt[C.Cnd- n 91Eno1 Sorvice +tntlon, 50 t '- C•-1 > T th lon y i C >, ne o! Osk er bp Streets •bcut 92 fens -lb- M1 o tlo I t ? o or • 6n toot n.e =v'r[, SO teat v=a Iron pipn f a p M o- . ; ares s n reok 'I 'to. ties rr lloe et rde ..n ar h° oant,I line of ec a b f.3d foot w` t the e o n ° 1actlo foot Oove g Ou d b t 3 t l . cA 1 o n O.kEtreaC. Oout 10 test 1- or L to. ee Cer 11ne Of PetlroW w over % o onvveeL t. o . Slne f [he h1F.wV. or - Od 155.HP0 AE 3433 E9 L m n etwwem d3ok Htreet, am 21 lent ...o ....or-Lronem eelon SSne Polo. `e f ' I ide or th e Y t S r t r fl " 1 c ret r,c ° ?oa[ proJacting at 1 S tee ebave groom. . .trg B e B v ron epo a ChI "see amp fe o 2.:t9 mtere ITT et.). .1 , tile. (.!-;1 c E 0 feo•.) j155 4TE.?-Thla b vat•Ellabed uvl III elevxtian de- TId l 2-Abot 2.1 - 1 slot -g LDV Nor - Peei flv enLd In D 1 3 try 1 1 Pry T hie liar To. J.' 4 lU 9 H) StM1 op d ? L hSGyw Y --l- sy ' Ha11 % rm I?? ivy, Ly I Doe Cwnt>, hence -t CM It wth along Y-[•cls.§cr ttlI old °Ito of the Port of Oraye ? p 13 c31 t 'sl S III p y f --b-t 301 o. Lice WSSd Sng: aDOUE 35 reet a.et of tM H•rbargenvr. o ec co ° Cfce lSne of tDn etna 17.6 e seC of Ne ewttw n LLy{S 0 Y g L y 0.6 S1 G of hS Mnay t D L L h 3 1d d ` Fold eorwrete v.ul .tap of Che= 00-loot tic ennal ° ?iea of . fl•EPal rm 2`D feet e t Un Beat Lde arathen[ 6eid k s -.d "Q 19Yy ." (3.219 ve[era or pal A d1 10.351 ! or e Oe n w n > ov.to y g e<. . V oem en L aeC at °ch and' t . 0•n toes terrgonc Ln¢ lrrg n r[n outL, 120 Teoc rNwnoe c tl.e nlflnvyr[rm ¢ all c am gorses cnSlnodn p0 test weoC of he nnnter if nn of the h3M+e • ou level wit the DxvomOn[, and a[ thv [ant n[ ¢3-r t eel It Y P6 -AC L. 0 N.rLOr Count t tlge Ill, ell o gtiM? YS h bxN[. A .t.mnm dlok, et Ped "21J ^.VO D t6'103J" and Can th oWt Orofec ring ebnut H Snehno • o e gr oP f oncr a e northneter Mth tae Een Crnnoa, C t - QSMUt im L 9Lre b l 13 f th t t 2 3.'9 evt.) 95.011 »CarI nr1 90 ater, ea exe m nor in too top of "I'-emt amnnce If th lion of the _. evtrts. 30 fveI nwthwnoc or It, 1 D otr%ed Sn Deter. 1913. (9. 251 mr e L e N-3.0 ,.: '•m •Dwt 2.T feet hl Mer than 11 of Ehe ?ulldltrq, north eldrrw.lk. A 1-11 disk •[eapW "lU. CW Y 23 fi or 322..X() [ ) ' 19JJ (3 Eel nr 10.G99 Ise L.7 mt•re i 5 PYS°T A 10.] ndleo south ] p U H f Ji yY 101 f' PH !t , Ony Il.r?or Cwkt>f on Lincoln 9 Y t N LI 1 'JCAo T .?out J4 le+t w^ tDe oentnr 3 n•eof tram fuc`jyLll rnya II¢rbo^ Counc`a In t G 1.0 Beet re ° to vldv w t,u, wtl Ilum u31 n [ ° t r ti o g f Q ' t [ iEe y ant, Wbe.e 33 rnee W.aE or to -1. entnno. to M1e h C t U e tn a^n[n r one r s o M1LMW% m LD r t. w e o e ?p t t Olq '..I hose tMn stn PnveceL i --M a Do '11 I ( a noel bvladiv8, B teas •wt4 or the pence line o the ent xre ° .lk, Sn thW oD of c`• n.e ratrlning w•11, t [M •w en e abwt ta [h .m level With Ure to r Ne em o[ Ur• omonte • rDe ' i n ro PE 1UM OS L B IU20' im p L o D p J 1- E B Snnhes .Dave P m 1} 2.031 [en C.) lnl• •L h N h N li d St i " . lith e p hm N. boom. A •t.m.m dl.k, •[.epod 936 Y 25 • e ed rr rc u e al 1 rC - MOTH.--1h1+ [Ielo p•r[y of lhla ]Lrv o - t roSnnd 1n 1 1*1er 3033 Dy . 1-13. ,.IJ.'as mt•rs ar 31.936 r.-) n Dl.e• L d IU.9.0.9.1, wh1e •• dae[royed duo [a hlMwny nloea- M1 . L 1 (U.H.0.3.).--1bwt 1.0 Ill- .omit .lone U.9. Illrh_ 101 L1on • ± orr ner..L• .t JJryy,,.za. rrm its tneer.roeim or YSgnth .m 9?4s e 2s.-- cwc N.e a13ea nnvtlr alone ".a. slips y ] 1 r m ''? nrq. u•rber cwnt)> bwt 2. f•WC . ..... If the Jano[t or, or ,.o, Ile .... vorthwnrt ft-r' F U Il m Llt II 1 o Ihrn<u11^", r•>• H¢roor conecp, .Dwc 1 r .nm.n D m31 bot 0 ' . Vrs ogtam e ONU m . r • •el bri]re eve the T thr t•r of It, .reel 111- .pin of or south of MI tooter line of .tom er • o Lrippe ov I. ]B 13 E n f f t n D f N t 4 of , P/ loot •w NWSet the costar line or Lttllr 11 aim Htvsr l nn t r e • e e en o a aen .afP,: sr ]aid oR ° s lln° 1 r L ° (1w? ho n n A p v t • ?7 m ht h. V, a LeeE 0 [ • po.eF lr•nvelaeton ine •D pole Cfe 11 f the ttln Hoqul Plvar, . m wt P I I t Dm4 ."I%" n E ^.( 1V]5 P^dWI.R116 and at th° t dem tli ek, or n • D 1.71 9 I-IM • t IKII, t htMr than tD• p•vemnt. ? Unitel d 9t.ta• OnolaBlo•1 ArrvrY •[•m- • lnch .bova grwrN. (( 9?6 npp comr'. ° Dos[ pr TUfi Lne[.1 or IOT racers ?r LtR ?, r i i - y am disk, •Cmi*d •11.d9N L ] 1,920 em set in tM top or • eon- ant. yort Yro1Wetlnq •bwc J lnOMe .DO•• Nrnum. 14.400 m.[en 090 f••[ ) of 1{ . umtD .S?np n.9. II pp y 1 L 0 (U.S.O • •A r • r, p Y eI i ? '20 "2? . . n Y 43.--A1wI 3.8 III- north •larre .B. b= 301 trm N .O N%boi CwnV Wbob, 996 font e 1 f from LI,! J' o1n w °•e n .y bngltwin8 1Jln'lb •: rho •wlEOn t ° wta • 3-- da o! cl a rth t ub Daer n ' Dout . -J t SnNnrotlon of YtMtD .m Slepevn 9cnaa • Jsmrr, Oigr •Lwtl.J mile. ewN o[ M J of Bt.es P•ebar 9wntY e v n f o nC r . 3-.oOC a A3 nC rcheert raer -111t, eb r the nnE r line of the N[Awn>>,' W o oval •tth the p ve- O HLMwV 9A, n tM ou[•Sd• r . ° rve 19 feat n rurw••E of LM t u r o 1 Oarvo> e[o 4 Unltnd Oc•[•• On.leple• Mum d1ek, eturp d ' " f . Or1vrp 8rt• b tW ¢e lM.et or ehn o•nt•r 11re of ¢ert?rwr•t of .Sole, Q re•t .both.- of the th,thlM+VV "le ne" W •eE In con p [ e aatcrnts p J Oc- D L d n .. 391 natefe or )Cn 6 f nt C 6 1 • Dov. qrm m IB1 ) . L i 'l yyyy?? qt p•vema`t. 4 •t•m- IL I: 1 t'.-°T-•e> tone. u,i •Lwt lnvl w1N ins AD 9l 5 •r in of .e N 61 •° °hW n- . Y . w . . o . " S'WWS: I ? 4, r . . o • ; D 4o 4 C d I rob. tphee • m. In.ODO met•r• vn peat oll" Wpo Dro , Y bout 3.5 Wise Iwth .ion U,S. Phw•> I" L m ' Yd.--A D t C• 31 L H b b ! . 5 , r { " r••P of D.40tl t. 6 nrn m nr or Wnennt e Wring >, •1 .. th OrV*[he rM • art rtW p.r¢]1.1 ry• • Polew Inp 81 nq Cc. rW L ? ?n (U.3.C,1) LDOUt B Wlv north Won/, V.9. IllflrwiY 101 L Q t , o[ • .rrMn, r.... Thn feet ewthn.at ar ntlred, net LM top • odes Lr10Be over a so.ll oneY, SU Inn[ rwctrnel at Lir e sestet Y). , l' floe tm lnt"rewtl f Ilpt tl rm ]IrD•cn Suroet• wt JI^_2 i2 •b wt 1t0 I"et .war of r Jnmtion v. Slots Or 8.rboe Cwnq 10 f•ct nnrNenE or L.s CenLar line of the lln• nt the ok; , qq • 1n lit. taP of tM ner{heivt "" , V 0•d, t e nn ?rld i i b ESYgwey, U r•et •[tweet or Urn rtpht•of - f°roe m bwc D.vee est . A .n.]rm dl ak n mpeE A1611.011D Y £0 • the lev1 11 ? " ! ? t "r thr ... o N1• w n en n rell ? n - lie. et U.etht'm er t.hem tlrtdq rli fee ... of thv k oi fn to. t D or ne e psis uroJ°°efngg .D000 9 :. .1 1933" s 0 r iL0 6 I ( .. •4wt 5.3 tot htM•r th.n to. D A Dnlt•o at.... ?..IU - -A un S.> etemim di.k •t.nyeJ "18.09{ L ¢ lv2D." (6.IC0 o sense W arm. i i+nt r .0U tae t.1 IL.T1 love r ' " " 1 J f , ten ° 38.094 [rel..) . L T (V.S.0,9a)•••A; we . nl1•• e-th l0ong 1.9. HLIAWV l0l lieto n,nt> 0 Oool sS n hwne '' re : or . Y6TY.--In WemGnr 10}1 l; . e npn •d N.l t.s stars •p- 1e p i 5 , , i r,m JJ1tIni,3lU1J son .M1U [xni nnrthwa•t o .ill vrY D Porn tLe 9Dringtl el?•JCr anl ? 't yroech •Orut• airmen e'rt, to of • [le,rnl pvlD +rvf• of to'. br3Civ: Lvell M L• I.Y,Irryy ten D•nrtWant of lIIM•y In 1011 ' V-Iltl, tLn Dorn ! tvrvo, uLw TL .net • ,cl w et of Ur• l i 4 rtp fJrv, I lmin.l ed lMt D•naM1 rsrM L Q tU.].O.B.1 Dad e•ttl«1 .1 wt O. U9 eel )road al o••lnP, 1B lnht •nvth.A•t of n 1•[noc fnlrn?LnrPine Cn. .Pont .Lave Ararm 60 tent tirNt xDU,t 19 °to pre c.a Txt. ,,. Il.. l. of ll n"n r ltne of u.e 1,,. .tool 0 It t lnvr Lh,Wn O o t ii P y? U, .•-lorrrl 6C 11 sae..)snots U.3, Nt(hr.y 1O' rrm IM e`ICYf thnp•vemnt. Atnt tad Yt.t•Q nl [nrvof •.nrdWm {xk, • F+a IIC.V6N L T IVYD" Wh t In its. nP Acnnen lW Da.t n B - t l'7 tot n..oe.[On of tlft lM1 vat StV.an d e • at '1[MlJb, reye the u, ltn of ][•.• N.vbai Owelr• •Uw 1 t]•a a t nU t f grn, m. Iaa.TVt u[er• or I19.I'D .e •DVr• ?rPJ• L1M .Ln,E D fnrh t•e[ ) I ? f e Lf IDm> DA, wwt ulD M1•[ Wwt o to •w r Wm or Me remwn . f! V$ S . r`OM ot•e lM I,qu1m Dtnee, i . l,iI. no Inxr. not of e• a •cu'1 I,Nt ° letrr SS test t a[ M e! tN Dt l'n n stout t y' • 0 P[..-•nrwc '.9 silos .nv In ,loot n,B. Ht tone lOl foe b Cw t O / v11e t [ n f 'y •, ,1 Vy ? k pvm+1 t. a e em d1 •k; a t.n+PM lv.l V1 l'M1 lavt ritq It. . >. n w n eon o IJrI,CF'ZLI ) .It I t> 1 I alt or • t.rynn n r the tap . •Wl .. y - p pp Inq .Mort 8 ln•h ?.Mw• ISrwnd• (B ]9]?Mt•r• Pr 1•l.NDarl??t a ... .. or r 1 D r t 1 [M enter Ile" if •n •bamonnd i I' t ? . . n i YI rW it 4 f t irlM northi e m o f ur[Deeet of •d Uwre 1 fnoE"1nw•r then [hn in e" ter ]re of Ur I tq •V ? ry V C . . , y r Fy7 a?'M e?.? ,tip ??,! }'don ? n Light ... strong ... protection clean through ALUM/NUM CULVERT UQ r'/1?(; ?Ur?f P G 0:1 5? c// C.7' S ' ? Vi :?(?-1?I' ? ) lo r, ?flr L?1as?? 98?OZ. J W e ..hYy?'b? p G ? k ? ? A t .¢ d Ffi1f( :r? ??e"•?'?' r 1..:.? ? d'?a 'S.. c""4e5?..?:?:oa:?rJ15ILra"?ff?.' .. - ??J.' 1 Page 1 of 1 ! QUAD. PORT TOPINSEtID(290)i1'A1'1' WASHINGTON By G.W. Poore, 1951 :11.rlTeor. Anoec$ y i MEA.U SEA Lrv P,I. OuDEa THIRD ADS. Adjustod elevations based on the Sca-Levol (h cuq Datum of 1929 throurh the medium of the CkGS Pacific Book: FV 130a Northvreat Supplementary Adjustment of 1947 t kx fi WASHINGTON " y PORT TOWNSL;ND PUADRAYGLE (Latitude 48°001-48°151; Longitude 12?.°451-123°00') \ CIALLAY COUNTY 9 .r (1)FROU POINT 1.3 A'ILES SODTIlFAST OF FOUR CORNERS SGOTAFAST ALOtIG ROAD VV. CHI?ICUM SCHOOL INTO QUILME QUADRANGLE (259) d "N 257 1944" (USCfcGS Line No. 46) 121.306 N` Chimacum, 1,4 mi. Nti7, of; 460 ft. N. of T-rd. lending E. to Nord- 'V-S, pe?f< land Ferry, r7e £t. E. of rd., in root on R. side of 12-in. fir Tr. L trees copper nail and washer 130.93 /Chimao=, 0.4 mi. W. of, at tIB. ontrnnoe to Chimneum Consolidated x °+ School, in concrete atepl standard tablet stavped "70 GM! 1951 130" 130.297 w Reference mark, 176 ft. N. of tablet, 30 ft. W. of rd., 380 ft. S. ? of T-rd. leading W. on-concrete post; painted square 130.68 c,TM r si ?,.v " Chimactm, 85 ft. 517, of x-rde., on 1l. side of alley, on concrete c Pd.wall; chiseled square 119.86 (continued in Port Gnmble Quadrangle (258) r , 9/10/56 ej cuilea+1'+1"C+pPPVt1MFNTOPT11Et.wr:Rill-r4Y.^IeuIIC?I,PCH1'!,l' fa-a•v.w,, ... ?!? 7 1 Revised Sept. •20, 1950 July 11, 1947 DEPARTMENT OF COMMERCE UNITED STATES COAST AND GEODETIC SURVEY Index.of,Lines of Control Leveling for the " STATE OF WASHINGTON The numbers shown on the Control Leveling Index Maps have not been placed on all of the lists of descriptions and elevations of bench marks published by this The following tabulation is for the convenience of persons making use of Bureau . our vertical-control data in correlating the unnumbered lists with the index maps. The numbers prefixed by the letters AP. have been assigned to short lines of levels j c to airports. E The Control Leveling Index Maps issued by tAls Bureau are prepared on a state d to numbers assigned t { } regar basis and line numbers are assigned arbitrarily withou te line usually has,a different number t t A i ers a n n to lines in adjoining states. in each state. For this reason, in ordering leveling data, it is necessary to give c both the name of the state and the number of the line shown on the index map or r F list from which the number was obtained. Because the editions of the various' lithographed lists are small, requests consistent with the immediate needs i i mum n for leveling data should be kept to a m of the user. Furthermore, this will beet serve the interests of the user, since these lists are revised at rather frequent intervals in order to keep them as _ F nearly up to date as possible. Number Line Title 1 Aberdeen to Twin Rivers, Washington , 2 Adrian to Brewster, Washington t N on 3 Adrian to Harrington, Washing t{ 4 Almira to Neapelem,.Washington 5 Beverly Junction to Quincy, Washington mo 6 Blaine to Seattle, Washington 7 Molson, Washington, to Midway, British Columbia.. u . 8 Bovill, Idaho, to Palouse, Washington (8 Idaho) } 9 Burke to Corfu, Washington 10 Burlington to Anacortes, Washington r 11 Butte Mont. to Pascoa Wash.* , 12 Centralia to Auburn, Washington 2 13 Centralia to Grays Harbor, Washington 14 Chehalis to Raymond, Washington * d ° 15 Clarkston, Wash., to La Grande, Oreg. 9 16 Cle Elum to Molson, Washington 17 Cosmopolis to. Grays River, Washington ,.,?. ' q 18 Coulee to Davenport, Washington " 19 Davenport to Spokane, Washington G 20 Ellensburg to Columbia River, Washington ti 21 Fruitland to Pullman, Washington 22 Hood River, Oregon, to Vancouver, Washington 23 Kelso to Altoonn, Washington 24 Krueo via Barrington and Squk to Burlington, Washington u?, q 25 Laurier to Spokane, Washington Interstate lino; Washington portion issued separately.' ? Jr r nin? - nor d 50 51 Warden to Mabton, Washington Wenatchee to Connell Washington ,l i ?. ...,. 52 , Winona to Waitsburg, Washington 53 Yakima to White Salmon, Washington 54 4 Mi. E of Heppner Jct„Oregon, to Mabton, Washington 55 Mouth of Grand Ronde River, Washington, to Troy, Oregon ''. l 56 Beverly to 2 M1. SE of Priest Rapids, Washington 57 Wallula, Washington, to Pendleton, Oregon (117 Oreg.) 58 Biggs, Oregon, to Wallula, Washington (85 Oreg.) 59 Republic to Kettle Falls, Washington r 60 Kosmos to Lester, Washington 61 6 Lyle to 32 M1. SE,of Randle, Washington K 2 6 Northport to 9 Mi. N of Northport, Washington " t } 3 64 Wilbur to Keller, Washington Yakima to 23 Mi- NE of Packwood, Washington 65 2 Mi. SE of Carson to Randle, Washington " 66 Wapato via White Swan to 15 M1. N of Glenwood, Washington 67 Oroville to Chopaka, Washington h 68 Oroville to 4,6 Mi. N of Oroville, Washington & 69 Hunters to Kettle Falls, Washington 70 Tonasket to Republic, Washington . 71 Curlew to Republic, Washington ' 72 7 Enterprise to North Star, Washington Li d t Wilb W hi t 3 n o ur, as ng on 74 75 Warden to Lind, Washington Othello to 13 Mi. S of Othello, Washington * Interstate line; Washington portion issued separately. 4 :.'•1 xfi",. . Index of Lines of Control Leveling for the ? STATE OF WASHINGTON ' ' Number Line Title 76 Pasco to Ringold, Washington q 77 78 Wahluke to Beverly, Washington ia to Ringold Washington Elto p , ' S 79 Ringold to Wahluke, Washington 80 Connell to White Bluffs, Washington ' 81 82 Morrison to Ephrata, Washington Morrison to 4 Mi. S of Quincy, Washington 4> 83 Lowgap to Morrison, Washington 84 Vantage to Lowgap, Washington t 85 Beverly to Corfu, Washington _ 86 Coulee City to Coulee Dam, Washington 87 Ontario, Oregon, to Lewiston, Idaho (104 Oreg.) (68 Idaho) g 88 Morrison to Wheeler, Washington 89 Curlew to Danville, Washington 90 Vicinity of Seattle, Washington 91 Renton to Duvall, Washington " 92 Granger Area, Washington 93 Vantage Area, Washington 94 Wenatchee Heights Area, Washington a ,. 95 Attalia to Eureka, Washington ,e 96 Hanford Area, Washington a AP 1 Nisqually to Ft. Lewis and Gray Field, Washington (See Line 12) AP 2 Olympia to Olympia Army Air Field, Washington (Sea Line 12) Y AP 3 Colville to Colville Airport, Washington (See Line 25) ?r AP 4 Doer Park to Deer Park Airport, Washington (See Line 25) AP 5 8 Mi. S of Tacoma to McChord Field, Washington (See Line 27) ;v ?r AP 6 8 Mi. s of Tacoma to Mueller-Harkins Airport,Washington (See Line 27) AP 7 Ephrata to Ephrata Army Air Base, Washington (See Line 51) i ` -AP 8 College Place (Walla Walla) to Martin Field, Washington (See Line 49) AP 9 Harrington to Harrington Int. Field, Washington (See Line 21) ton (See Line 52) hin Fi ld W L C I t x; ,i AP 10 AP 11 as g e , rosse n . LaCrosse to a Mead to Mead Airport, Washington (See Line 25) x; 1 AP 12 Gloyd to Moses Lake Army Air Base, Washington (See Line 51) (S Li 1 ) AP 13 ne 9 ee 12 Mi. W of Spokane to Spokane Army Air Field, Washington M, t AP 14 Sunnyeide to Sunnyside Airport, Washi ton (Sea Line 50) ton (See Line 18) shin W Wilb Ai t AP 15 a g ur rpor , Wilbur to k AP 16 Not used (See Line 59) w p " AP 17 AP 18 Not used (See Line 51) Walla Walla to Walla Walla Army Air Field/ Washington (See Line 26) ,a AP 19 Wenatchee to Fanoher Airport, Washington `See Line 51) Li 1) " AP 20 ne 5 Wenatchee to Pangbora Airport, Washington See 97 San Juan Island, Washington a $ b 98 99 Eiona - Paterson Area, Washington Maryhill to Pasco, Washington (USE) (135 Oreg.) a 160 Pasco to Windust, Washington (USE) c. 101 Hiparia. Washington to Lewiston. Idaho (USE) (87 Idaho) w - ? J Y 11 0 `? t ? 's1. ?' nc¢?1? ? f Y? (?? I 5 til ? Y T l 1. ., I 1 t? .?f. 1 i a ? r ?, i. r. r Y,,ys 'Fla - f • 9 +, , APRIL 1974 d ? ' - U. S. DEPAR'T'MENT OF COMMERCE Environmental Science Services Administration Coast and Geodetic Survey Index of Lines of Co;ltrol Leveling for the STATE OF WASHINGTON r, The numbers shown on the Control Leveling Index maps have not been placed on all of the lists of descriptions and elevations of bench marks published by this Bureau. The following tabulation is for the convenience of persons making use of, 'our vertical-control data in correlating the unnumbered lists With the index maps. The numbers prefixed by the letters AP have been assigned to short lines of 'levels to airports. The Control Leveling Index Maps issued by this Bureau are,prepared on a state basis and line numbers are assigned arbitrarily without regard to numbers assigned to linen in adjoining states. An interstate line usually has a different number in each state. For thin reason, in ordering leveling data, it is necessary to give both the name of the state and the number of the line shown on the index map or list from which the number was obtained. Decause the editions of the variouu lithographed lists are emall,,requeete for leveling data should he Jccpt to a minimum consistent with the immediate needs of the user. rurthermorc, thin will best nerve Lhe intoresto of the user, since these lists are revised at rather frequent intervals in order to keep them as nearly up to date as pouotble. Number - Line Title 1 Aberdeen to Twin Rivers, L6rnhington 2 Adrlun to Drewuter, 1-4+rhJ.ngtnn 3 Adrian Lo IlarrinULon, WarhtngLon - 4 Almira to Ncnpe.lom, WanhinGton 5 Beverly Junct,Jon to Quincy, Washington 6 Blninc to ScM.tlc, Wnrihinilton 7 Moluon, Wanhington, to Midway, British Columbia 8 Bovill, Idaho, to Pulouue, Washington (8 Idaho) 9 BurAc to Corfu, Wanhington 10 Burlington to Anucorl.co, Wanhington 11 BuLLe, Pont., to Pasco, Wauh.* (16 Mont.) (10 Idaho) 12 CcnLrnlia to Auburn, Flnnhitirton 13 Cuntrnlin via Aberdeen, to Raymond, Washington 14 Chchalin to Rnymond, 4anhington 15 Clarkston, Wnah., to la Grande, 'Oreg.* (31 Oreg.) 16 Cle Blum to Molnon, Washington 17 Coomopolis to Crayn River, Wanhington 18 Coulee City to Davenport, Washington 19 Davenport to Spokane, Wanhington 20 Ellenaburr to Columbia River, Washington 21 Fruitland to Pullman, Washington 22 flood River, Oregon, to Vancouver, Washington (8 Oreg.) 23 Kelso to Altoonn, Washington 24 Knrac to 5.4 I.U- SE of Concrete, Washington 25 Laurier to Spokane, Washington t, " r p Interstate line; Washington portion issued separately. ? USCOMM-ESSA-ASHEVILLL i, ? `? ?k3 ?YF { ?>?6S?k?,rRV??r$rtylti7rr >?"?. i& 1 J G. ?.1 Lih'r!t?>f '1a a? U? w ''.1 rr ?? ?? t x rr ¢Y9:? i AIKSn .'r ?,+7fia19r k `"?' ly, ? ; - i `?? a? ? ,. g±7+yt?? v. {+ i ? ???trlin Y N?sa? L?+: r ' i?rl r r a?rr? ? t`?i4 ?fa"'rw 14, ?wp? L Y? I ? ? ?l r'1 I ? :YVjS?J ?J rl ' ,R I'W r 2 " Sndex of L•1nRR of en >e1 L.rallnQ for l?{ hw 1 a Number Line Title STATE OF WASHIfidlOll 26 Pendleton, Oregon to Clarkston, Washington y 27 28 Napavine via Kosmoe to Tacoma, Washington (28 Oreg.) Newport to Chattaro W i 29 30 y, ashington Omak to Springdale, Washington O 31 rondo to Coulee City, Washington P 5 32 asco to 3 Mi. W of Waitsburg, W?ehington Palmer to Monroe, Washington . 33 34 Peshastin to Everett, Wuohington P g ortland, Oreg., to Centralia,. Wash.* 8 Oreg.) Republic to 11 Mi. N of Kell W " .36 37 er, ashingtoa 5 Mi. W of Pysht to Neah Bay, Washington R k; 38 ainier, Qregon, to Kelso, Washington (92 Oreg.) Riparia to Connell W Y r 39 40 41 A , ashington Grand Forks, British Columbian to Laurier, Washin on Sandpoint, Idaho, to Marcus, Washington (46 Id > 2F - 41-B abQ Seattle to ,Easton, Washington Easton to Ellensburg, Wanhingtcn F 41-C 4 Ellensburg to Wallula, Washington } 2 43 Shelton to Banror, Wuohington S •- 44 pokane, Wanhington, to Lcwinton, Idaho (52 Idaho).. s 45• Tckoa) Wash., to St. Regia, Mant.+ (102 Mont.) (551dalf0V " T i R - 46 w n iver. to Olympia, Washington U t 47 nca. o Nnrllock, Washington I it 48 .rn u to Illcnsburr,, Wanhington 4A M.Idway, British Cohmrbia, to Curlew, Washington W v nl.ia Wa].la to Wallula, Wauhington 50 Harden to Mnbton, Wuohington w 51 2 Mi. N of Wenatchee to Connell, Washington ' . F - '' 52 Winona 10 WaiLnburg, Washington -iy 6 ? 53 S!+ Toppenish to White Salmon, Washington 4 Mi. E of 11c ner Jct O , a. S5 56 pp ., recon, to Mabton, Washington Mouth of Grand Ronde River, Washington, to Troy, Oregon (105 Oreg.) Bev l t k ; ' er y o 2 M1. BE of Priest Rapids, Washington Y ' / 5 58 I Walluln, Washington, to Pendleton, Ore on (117,Oreg.) Bigao, Oregon, to Wallula, Washington ?85 Oreg.) 6 59 60 Republic to Kettle Falls, Washington K 6 ?,. oomon to Lester, Washington 61 62 Lyle to 32 Mi. BE of Randle, Washington No th t p 63 r por to 9 Mi. N of Northport, Washington Wilbur to Keller, Wanhington A- 64 65 Yakima to 23 Mi- NE of Packwood, Wachlnton 2 Mi. BE of Caroon to Randle, Washington " ' 66 67 Wn¢ato via White Swan to 15 Mi. N of Glenwood, Washington Orov111e to Chopaka, Washington " 68 69 Oroville to 4.6 Mi. N of Oroville, Washington Hunters to Kettle Fells Washin ton a+ 1 70 71 , g Tonnsket to Republic, Washington Curlew to Republic, Wnnhington ? ( 72 73 Enterprise to North Star, Washington Lind to Wilbur, Washington „ ( ?`{Wa 74 Warden to Lind, Wanhington *d ik Sry>eb k 75 Othello to 13 Mi. 6 of Othello, Washington vas 1' w T caIg ',• ? Inter state line; Washington Portion issued separately. i ,?L`4ti"•ci?i, ?r,u„ ,,. , ?v y 7 i ,P to flv d I n` n 117 T - n 't p ?,tr? 2 F tal?f N a, , v k9 M1 __L1. 4=1111 pit r f t ??D - ?p ?' atVr?dr is 1 }r ? I WPM Index of Lines of Control Leveling for the STATE OF WASHINGTON Number Line Title pA 76 Pasco to Ringold, Washington 77 Wahluke to Beverly, Washington 78 Eltopia to Ringold, Washington `'- .. _ 79 Ringold to Wahluke, Washington - m 80 Connell to White Bluffs, Washington 81 Morrison to Ephrata, Washington 82 Morrison to 4 M1. S of Quincy, Washington 83 Lowgap to Morrison, Washington 4 84 Vantage to Lowgap, Washington 85 Beverly to Corfu, Washington 86 Coulee City to Coulee Dam, Washington 87 Ontario, Oregon to Lewiston, Idaho (104 Oreg.) (68 Idaho) 88 Morrison to Wheeler, Washington 89 Curlew to Danville, Washington H 90 91 Vicinity of Seattle, Washington Renton to Duvall, Washington s - 92 Granger Area, Washington - ?-_"-- - i 93 Vantage Area, Washington 94 Wenatchee Heights Area, Washington 95 Attalla to Eureka, Washington 96 Hanford Area, Washington 97 San Juan Island, Washington 98 Kiona - Paternon Area, Wanhington 99 Mnryhill to Plymouth, Washington (USE) 7.1 100 Pasco to Lower Monumental Dam, Washington ± 101 Riparia, Washington, to Lewiston, Idaho (USE) (87 Idaho) ? • 102 Troy Area, Idaho and Washington (95 Idaho) . ? 103 Colton to Wawnwai, Washington . yt ' 104 Colfax to 1.9 Mi. E of Pomeroy, Washington N5 105 4.6 M1. BE of Anacorten to 2.8 Mi. S of Clinton (Whidbey Inland), Waahington 106 Dclnney to Starbuck, Washington 107 Dodge to Jerlta, Waahington 108 16 M1. NE of Ilwaco via Ilwaco to 2.9 Mi. BE of Chinook, Washington r 109 1.7 M1. S of Manchester via Vanhon Inland to Tacoma, Washington 110 Underwood to Peterson Prairie Guard Station, Washington 111 3 Mi. W of Spokane to 4 Mi. BE of Wheeler, Washington 112 7 Mi- BE of Mosen Lake to Burke, Washington 113 Burlington to Riverside, Wanhington 114 Malott to 9.1 Mt. N of Malott, Waahington ,Fr. . ?. 115 Ephrata to 8.3 Mi. W of Ephrata, Washington r 116 8.7 M1. S of Odeana to 15.2 M1. SW of Odessa, Washington •., i - ? 117 118 2.4 Mi. E of Twinp to Pateroa, Washington i t t D d _ a cfr 4 q arr ng on o In ex, Washington 119 120 2.2 Mi. N of Loomis to Ellinforde, Washington 3.5 Mi. BE of Conconully to 17 Mi. tiW of Conconully, Washington a ? A i NOTE.-- See AP's on page 4. f + a? i t k?n7 Number Line Title 121 3.4 M1. SW of Nighthawk to Winthrop, Washington 122 Walla Walla to 1.0 Mi. E of Lamar, Washington 123 Ice Harbor Dam to Lower Monumental Dam, Washington 124 Plymouth to Pasco, Washington (formerly part of 99 Wash.) 125 Mussy Rock to 12 Mi. SE of Morton, Washington N a All 1 N.inqually to Ft. Lewin and Cray Field, Wnahington (Bee Lino 12) All 22 Olympia to Olympia Army -Aix, Field, Wnahington (Bee Lino 12) AI' 3 Colville to Colville Airport, Wnnhington•-(Bee Line 25) All 4 Onev Pnrk to Door Pnrk Airport, Wnnhington (Sea Line 25) AI' 5 0 1,11. 0 of Tncomn to McChord AF11, Wnnhington (Sec Lino 27) At, 6 0 Mi. 0 of Tncomn to MuclIe r-Ilarlilnn Airport, WnohinCton (Bee Line 2T) AI' 7 131,111•ntn to Lplivata Airport, Ilnuhingt.un (Sec Lino 51) M 0 Colleaa Plnce (Wnlln Wnlln) to I.11irtin Field, WnohinCton (Bee Line 119) All 9 Ilnrrlnaton to Ilnrrington Int. Field, Wanhington (Sao Line 21) All 10 LnCronnn to Ir.Croaoc Int. Flold, tnnhington (Sea Line 52) All 11 Mend Lo Mend Airport, WnohinCton (Sec Lino 25) All 12 Oloyd to Monen Lillie Army Ali, Have (flow Lavaen AFD), WeohinCton (Bee Lino 51) AP 13 12 M1. W of Spoknnc to Opeknne Army Air Field (]lots Fairchild AFD), Washington (Ceti Line 19) All 14 Sannyoide to Sunnyulde Alrpart, Wnahington (See Linos 50 hnd 96) AP 15 Willnn• Lo Wilbur Airport) Wnahington (Sec Lino 10) All 16 Not uacd (Sec Lino 59) AP 17 Not need (See Line 51) All 10 Walln Wnlln to Wnlln Wolin City-County Airport, Washington (Bee Lino 26) All 19 Wenntehe,t to Fanclicr Airport, Wnnhington (Sc: ino 51) All 20 WennLclice to PnnChurn Airport, Washington (Boo Lino 51) I r},L. -3- Index of Lines of Control Leveling for the STATE OF WASBINGTON Number Line Title 76 Pasco to Ringold, Washington 77 Wahluketo Beverly, Washington 78 Eltopia to Ringold, Washington _ 79 Ringold to Wahluke, Washington " 80 81 Connell to White Bluffs, Washington 82 Morrison to Ephrata, Washington , 83 Morrison to 4 M1. S of Quincy, Washington L ' 84 owgap to Morrison, Washington 85 Vantage to Lowgap, Washington B 86 everly to Corfu, Washington 87 Coulee City to Coulee Dam, Washington O t 88 n ario, Oregon to Lewiston, Idaho (104 Oreg.) (68 Idaho) 89 Morrison to Wheeler, Washington C l 90 ur ew to Danville, Washington Vi 91 cinity of Seattle, Washington Renton to Duvall, Washington 92 Granger Area, Washington ` 93 Vantage Area, Washington 94 Wenatchee Heights Area, Washington 95 Attalia to Eureka, Washington 96 Hanford Area, Washington 97 San Juan Island, Washington 98 Kiona - Paterson Area, Washington 99 Maryhill to Plymouth, Washington (USE) - 100 101 Pasco to Lower Monumental Dam, Washington 102 Riparla, Washington, to Lewiston, Idaho (USE) (87 Idaho) Troy Area, Idaho and Washington (95 Idaho) 103 104 Colton to Wawawai, Washington l 105 Co fax to 1.9 M1. E of Pomeroy, Washington 4 6 M1 . . SE of Anucorteo to 2.8 Mi. S of Clinton (Whidbey Inland), Washington 106 Delaney to Starbuck, Washington 107 Dodge to Jerita, Washington 108 109 16 M1. NE of Ilwaco via Ilwaco to 2.9 M1. BE of Chinook, Washington 1 7 Mi S f M h A 110 . - o anc ester via Vaohon Inland to Tacoma, Washington Underwood to Peterson Prairie Guard Station, Washington 111 112 3 Mi- W of Spoknne to 4 Mi. SE of Wheeler, Washington 7 Mi SE 113 - of Moscs Lake to Burke, Washington li B 114 ur ngton to Riverside, Washington 115 Malott to 9.1 M1. N of Malott, Washington E h 116 p rata to 8.3 M1. W of Ephrata, Washington 8 7 Mi 117 . . S of Odessa to 15.2 Mi. SW of Odenoa, Washington 2.4 Mi E of T i 118 . w np to Pateron, Washington D i 19 arr ngton to Index, Washington 2'2 Mi N of Lco i 1 . m n to Ellioforde, Washington 5 Mi SE 3 v . . of Conconully to 17 Mi. NW of Conconully, Washington NOTE.--See AP'n on page 4. U. S. (U•2i-i:il AST ANU W)U1•l II'::UI{t hl 1• 1 - REPORT ON RELOCA TON 01, NFNUU MARK (see .rr.cr,o.,. A. Descrlpflotl of original -rh 1.3 miles north along U. S. Highway ?L11 from !4u; 't,er;,. 4-1•i'c: . ,. County, at Wildwood Park, 285 feet CULtLo. D' t"Pie so1?LY, c l:o:'e;r abutment of he concrete bridge over Little ( lj r R LI _r:e c jv,.v, Oo ;, .;. south of a gasoline pump at a store, 42 fret west of the<:nte,'i1 ; ci• . : the highway, and 15 feet east of the Centel line eX the (,!,I i A standard disk, stamped "102.670 0 15 1931" ari set in the top . _ a concrete post projecting about 10 inches above- 41'ound. Adjusted Elevation(31.356 meters or 102.874 feet.) B. FI.Id notes We did not have a rod with a target available so ran fuur lines odtn two different instrument T i men. he thousandths were estimated by tho instrumant man when he read the rod ma- a leve Log ,_lre.}]r113Z•y___ILy Point H. S. 11.1. F. S. E1 VAt lou 1-ummrF -_ '- ? Old mar 2.923 105,797 102,874 --_--_-- - -- - -_ ' ist Lino New mar 2,68o ]D 1 2,760 103,037 .. - 2,84o 102.871 Old mark h.843 107,717 3D2,874 2nd lino-Gloason --- New mar 4,659 io 6 2 681 103.019 Old mark 4.8:Lg 102.87 '---- 1d mark _ 4,832 10 o6 In2-A71, 3st lino- Janson Flew mark 4,699 33.07,735 0 10 0 6 Old mark 11.861 110022.8 7h mar ow 2• 105.1 FUZX4 8 2. 88 302.87 0 2nd line --Jnnson 7r Tptlon of now ®rk 2.770 102. 1.3 miles north along U. S. HighwV 101 fray ;,uLlcono, Jo.fforaun County, at Wildwood Park 330 feet south f th , o e concrete abutmori o? o conebot 0 oven fdttle Quileono River, 308 feet south of the motel offic( JEFF. CO ENCR . . , building, 32 foot west of the contorlino of the hiltmay and 3 foot REFER ,+-?- t f wos o an electric parer pole. A standard disk stain d 11102.670 - r nlmnfta (?? 0 35 REST 1966,1 and set i th o n e - n Xlllr c e top of a Il ncret post Pro3eat oil. rr,g.. I ing about 10 inches abo ve mound tIP ? , 71rr riL1., . IEFFF'' :i iur - -I 44' t' a eaa der,` _ l 1 F ? 1 xtgVa ?tfi1 VJrr;u¢7' ??Y r113 C :• • 1 v 1 t 1 fa \ ?.• ' r 5 1: r 1 tt4 ?k 1 ' ? ?1 ' ? r f ?? l _f ( l 1 1 74 j1 1 ( 1, x . r? ? ( t r ? ;; , a 1 ; r w'(d V D 1 ? q sk' c December 16, 1965 ?., Director " U. S. Coast and Geodetic Survey r Washington 25, D. C. c f ?. J ?. AttIns Section of Leveling Dear Sir: In order to revise the approach of county road No. 86 to 1 Primary State Highway. No. 9 it will be neceasary to remove C & G S y ai Bench Nark G-15, 3,931, 1.02.670. o. 110 are following the prodoodure as set forth under "Relocation R of Bennh Marks" in Spectal Publication No. 226 CONTP,OL LEEVFL3NG. _L Nercwith area rubbing of the disk and a marked copy of your list identifying this Bench Mark. n, a Sincerely, F.IXIIII A. 5T.CRCR Str County Eneinoer z, EA-9/ad " encla. 6 i r -04 r J i- 4 `1 J ;f r t r ' flu l? 1 1 J,? J ,? rt: } ? 1 J A' '., >I t x x?, ?r?4 v p?vV ?d (4 t ? 11 1 1 1,,,1 ? F. ? a i i 4 I 11 Y ? l t. ? ? ??r?f ? tl - a ?? J7 ', i 1 t A ?u{ t ii ( r ,?r 11, J r r + ? ' f° t ry? j 1 4 Ifppt ?f'i. r C, r? i?ue?.d •, 1 y 1 "?1w(F' r js•? 'q1J r, to tz r SUGGESTIONS FOR RELOCATING BENCH MARES 7J When a bench mark Is in need of relocation the proper- procedure, in , most cases, Is to.. establish the new. mark in a safe place nearby and level - from the old mark to the new one by means of an engineer-s level and rod. ?., The leveling should be run in duplicate to avoid the possibility of larg nrrora, and all readings should be made to three decimal places In order' e to preserve the accuracy of the original surveys. It is not necessary that the new nark be established at the same elevation an the old mark. When riH necessary, two temporary beach marks may be established to hold the eleva- tion until the new mark is in place. - Tha old mark should not be disturbed until the. observations involved ^ in the leveling have. been checked by the observer or the recorder. An u 4 4 j assumed elevation for the old mark may be used in the. leveling,. since we are Z1 x, - prlnclpally.'.c oncerned with the difference of elevation between the old mark 1 and the new. one. - - ? After the new.mark hen been established andleveled to, the old disk _ 1 should be broken ou t'and returned in the same franked sack that was used In -_ - aendingthe new disk. Merely turn the sack inside out to expose the return frank. If old disk cannot be returned give the reason. ) i Space Is provided on the other aide of this sheet fora copy of the field ah y notes, the.deecrlption of the original mark, descript Ion of the reset mark, .. *x„frt and sny remarks that seem desirable. Nintm, ondescriptlon writing. -- Directions should be compass directions, r Y f - '? to the nearest. half quadrant. If oval Table, distances and directions to the ' y mark from several, nearby objects, such as poles, fences, trees,' mileposts, r. culverts. etc.,. should be given to assist in recovery of the mark if it should be hidden in high grass or weeds. The distance and direction. from the center line of the road or trackgollowed by the level line should also be given. Metal or, .white wooden witness pants have •been set near many of the 'o A K concrete-post bench marks. If one of these witness - poets Is near. the s benchmark to be relocated, it should be moved to a location near. the new 3 l mark. A statement of the distance. and direction from the witness post to ty `Y . the new.work should be included in the description. NO 3 The description of the new mark should be so written as to enable a I stranger unfamiliar with the. surrounding territory to find and identify ..,_.. _ .,Ehq. park with ease and certainty, having at his disposal only the data 1 , - •?given In the description.. pASI NVH3 NVS The cooDeratlon which Ind lvlduaIn and organizations may ell3AAfP931?VJ030 7 IS= 10 Bureau In preserving bench marks will bea service, not only to this. Bureau •., a and ether government surveying organizations,. but to all who may have oc- 1 easibn to use the marks in the future. e 5 8 JIjV £ ? JVr 996J , f 03AI3038 Poem OaOG-86 (s.ga.ss) uscomm-DD 16151-p67 ?y4y 1 !{ ! ?. ' y. {"Tr, k 1A 1w° 4 `4 r J, Idl.v?YOJ f d , - . , . 1° yr 1 ur? adl ' u rl 3 c ) t n . 1,47 c c) : t.rr > ] . .l.ri y". G. ' riL 011.3 )7 r„ Q G.f 1/ J 1 N 39x) C A d f C 1 ih 1 f -. C LL7 194) Ce Y l P d N 0 7 J C 43 it A 1) ? oll d S s lt I t. f t o 14 1 f• t? a t touN 3 nt )1 C 0 F p 4 ' w tt. 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F 1 {fir 3 µ ?P UNITED STATES w DEPARTMENT OF THE INTERIOR a 1; GEOLOGICAL SURVEY TOPOGRAPHIC DIVISION 345 MIDDLEFIELD ROAD MENLO PARK, CALIFORNIA DAVENPORT 5.6761 n ? ` ?!e'n i} ?a§ ?Ik? . ??,N.uryf?q??,??y.fy?P4'A'HRWn>;197AfY L1F??e ? ? ? ? Irt ? 1: ? 1 L 1? ? 4 {4 .1 f {t ' 1 11 i; f ? f ,L l I I bin w =fir yp?T ? ?N,{.Nt Oi f v 1 n , F... EDWIN A. BECKER January 28, 1960 ' y - ' .the Interior O. S. Dapt.'Of m Geological Survey Division - Pacific Region ypoo Office Box 4197 Post Sacramento 21, California Dear Sirs During the course of our operations, our survey crew had occasion to observe one, of your bench marks namely; Port Gamble' Quadrangle., Washington 258 i Line 5 onm, 1.8 mi. S.E. ofd 8.0 mi. NW of Port Ludlow " w 50 ft. W of tree with tag labeled "GEN SEC. 24"D , L 24 ft. NE of dim rd. forksj:In concrete postg standard tablet stamped 471 OWM 1951 156"0 158.476 Someone hoe apparbntly run'over'this 34 with the track'of a tractor. It may have been moved slightly= enough perhaps to give a small difference, ` in elevation.' Also the numbers stamped on the standard disk ham been partially obscured. Sincerely, g C gineer ounty En a. HARVEY S. CHRISTIAN Office Engineer. ?,? r f EAH/HSC?ed 1.411 ?rn r' Y 1?, +ir rf. veal n r"?? `f .? 'ti { r y } ? yrp ? . i 1. A i i u ^ t( e i ! w r e'? 'h ?i ° a ? p mss a a:7 r ` Ht'r { tt' { d y f ? ? st k .: s 9 Y FTf 1 ? - February 8, 19$7 1 {r Y@ N t - 1 - U. S. Dopt. of Interior Geological Survey i r Topographic Division L t a P. o. Hex 346 Sacramento 2, California 's Oentlement In accompanying package is your standard bench mark dank " " i J-14 1929. This was doetroyod by the contraetorto bulldozer during reconstruction of tha luilcone-Center road. We were not . aware of its existence until it had been completelyMoved from its A ? location and woro therefore unable to preserve or transfer it. ±. If. it is practical,; we would like to have a, list of all your a bench marks in our. county. 'Such a list would bo.usoful to ui as well " helping to avoid any disturbing of bench marktf in tha future. We already have your list titled, "From point 1.3 mi. 8.'.E of Four ? Corriere -S. H. along rd, via Chimacum school to Fort Ludlou Admiralty a Inlet." f, 7 r ? , Yours rely truly, t 4 K KRITH F. JONES County Engineer ns Harvey S. Christian Office Engineer K51,/%C f ed ? r It ? 4 1y I 11 t Y f ,. u ? Jai ' _ I ?.,.?y( ! F r r M f-3r) U, S. UL !((f U UEU DI1 1111: I i _. ' dnA.tiT An Ii E 1 t'F:1 REPOUT ON RELOCATION OF It)•Null MLI(K Of or le tool m,.rt - - 1 •• ? •-- - .,_ __. _ 1.3 miles north along U. S. Highway County, at W.ildwood Park 285 feet so t ` , u r 'I" the abutment of hem concrete bridge ever hitt.e south of a gasoline pump at a store, 42 t'e'at west :r rj , c ; ;, .r.r.8 . the highway, and 15 feet cast of the cenc -l • el irle "i t (,,1; I,;. •,,,;,_ A standard disk, stamped 11102.670 U Jr. ic! ill s • , ' , lr. . set in i:r:e t,c;l, .. a concrete post proJectinq about 10 inches above f•u nd L, u , Adjusted Elevation(31.356 meters or 102.1;11 feet.) B. Field nocex We did not have a rod with a target availlble 3o rvi fUUr lin)c; +,itnA two different instrument men. The thousandths were estil u t d b . i e y thr instr,,gQnt man when he road the rod _.._-._-.-_- Point U.S. 11.1. S. Elovnt 11 is m:,r L„ Old mar 2. 2 105.797 102,87 1st lino -_• . . New mar 2 680 105.717 2 60 10 .0-.L_ mo 2 860 102.8%7 Old mar 8 3D 1 102:8L--- Znd ]ir.? -.t1a?•un------ New mar 6 10 6 2 b.6811 103,033 -. Old mark 4,11-9 102.87" ^--- ---- --- -_- Old mark 1.8 2 107.706 102 871i- lst_lttw--Jansen - !ew mark 699 107,735 60 to )oiG - Old mark mar ? 10 2T - 1 861 10, 7 - -- ' + 102.8 2nci line --Jnn -on T ow mark 2 2 8 8A 0. . Lion of now mrk 2.770 102. d6u -" ---- 1.3 miles north alone; U. S, RighwaY 101 fray liLlcono, ,Jofferion CountyJ a Wildwood Park, 330 feet south of th - - - e concrete abutmon F - Thu concte,` o over Little Quileono River, 108 feet south of the motel offic b i u lding, 32 feet weat of the conterlino of the hi,;nac;i and 3 feet West of an sloctric power ole A t p . s andard disk, stamped "102.670 15 1=- Er 1966 and sot in the top of a h1W01 coner t c o }oat projootia)R about 1D inches above mound F 4 4L. ... -1 t x 'f' xm^=w k{ I ? S?ti :t 4 'r? 'fi't' nicl t \ 1 P P I . r4). m , 1 {. t r?fY h?T J \ CS h a ? F ? ?q ac^? k U. S,. DEPAft MT 0f IYITLL?CE COAST 7 r CD ,i URTJ'Y Se,1o D!'A.. r.?i. ?..1"..a Phone C rUtual 2-3300 &xt. 466 A ti The Seattle District Office of the Coast and Geodetic Survey is starting a program of recovery and nreservation of survey and control markers established by the Bureau. This program 0 ' is necessary because of the alarming number of these narkers that have been lost. through construction and improvement pro- jects or from natural causes. The enclosed leaflet gives ad- ditional information about the value of these markers and the need for preserving them. Mr. James T. Stapleton, Surveying Technician, has been trans- ferred to the Seattle District, and will undertake this program in the State of '•Jashington. All engineers, land surveyors, and private citizens who know of any of these markers that are in danger of destruction or are in the way of improvements are ?'- urged to notify the Bureau so that the necessary action may be taken to preserve them. M. S. "IMI IMARK Capt., C&GS Seattle District Officer ??4 Q?{ 31j ..F4 u ?1 MP^ iJN1?YY{y14M ?k S.V?,4?I??%inV 1. It'e,l ] Y+s I?V+: {A P' wry yr. r?? n?. ?d ,r~?w?. to v :1 1cJi'. W L ? ( S ? 1 rl l 1 ? .? 11 ? 1 IVY 4 { { 1 ? - ? 1 l t jY Y y 41 c t 1'{ (1 ?1 _, ll 1 It ,1 [ 4 }?` ti1'? `,?'. 1 ?,y 1}7 1?? Y ?'S J 1 1} ?? 1 'CI- 1 S •-' V _ ? J 0.1 ,7 I{ . 1 Y ?? ? y} 7r 1? 1,17 + ! H e? ? «N ` ` .q. RCe U, ^K J rj# Coast =:, r F__ ?=.-CY l ara t L C, c r' PERMANEP T GEODETIC SURVEY 1 ARKERS ?' r t a' Resux /ing operations througlout the Uri.tcd States have revealed the k ^n ., ar. mzrkn. To rcmady this ?0 1 .5 t l:;lt Sr:?:.ar destra:ai n • . siturtion.. as True!: w. o.L a sai s a! 4nll::i, l S , U. S. Department Of ::OmHSrr;f., 1:£.+; :'v(17. 9i 1 (h thoso nar":3,. a _ g it Est-Lt35:e3 now . ^.:.? 5 that i .n, tt 3nl'°iJ. till tt..:rb r.n'd O:le- s h.!? i•:.ches in dianatei, `.:.va ,+cz .'.{t?.o,sca _: 3 ac a .1-atc• of more th+_n 1,000 a year. t The Coast and Geod.sbi^ Sur,'Fq hs: nl c^.d alasast a half million of thsse '- marks throughout the U;.iced to s d•1*,in!< the l.es.. c-irturl ar. a half.. They are used by engineatrn, su::vat ?F r.' C•p`:°^rxan: rrop; arenries as the b' basis or framework io'_ sacs; c.l.at.l, local sr.rvey , and for various engineer- ? ing projects, both pubii•; ari p^?.v'atoe The cost of sur--reying i ,rLs in he 1. xs au es from v5.40 to 6-6 for s m.- rk o:tir_r r ) + ras;, tf , !,',('0 r ..too.: i-7 ren_ote regions a bench , ;; t_c ri x ,Aw +ivs c s? 1 tit-•dj and longitude for a Fr _ oint on the d+r A. i lta.3 boFx, riot 3s:ni.• a: f a p o Knowledge that, 2. c•11.:'ay Li:,ka in is l.ne %-4y u;t pr, o led construction ° _ ox for some reaucu 1i:eris !•c b e"cc. ri r'u ' cc,elc 1 t•od ':p trite Di:- ectnr, Coast crd L ddati..; Sn t . r, . a F 17 0 ?. D, C_ r .nu nu?--o-;t Dis- trict OffJco-, S'.•.`7•c tha ew: L l...g on th, l1r It a r'ew,,ription of the n r,: ?X_,. bv: ae.•; ,t L s .tea i.r as i..a ;e<'.y C a f' eld party is will be f :gireer working in t;.e .•.....li'.3•; i.£ sn l•Il•anca of a 7.ccal o : a solicited. A 4 u?z? r. COAST AND GEODETIC SURVEY 11. ARNOW KARO. Duvet., gGE0to) . PPW4 ?rurroq f°? ? Y 33N3d? REFERENCE & GEOpFT ? ?dtltrro+aB°/p fl1 ?e -_?? 7 tr'r? ,,. ?F ? 4- °rY1r+t wa• 0?0a 1r1S ALtNV? GRAVITY (Old Type) (&,"E OIR qQO `orrtw, roq ?oy/p V=? sAwG oi aa'+p r°?' Y bW HONE BENCH (New Type) Two Bench Marks Consolidated FACE LEGENDS Standard bronze station marks of the Coast and Geodetic Survey that are set in concrete or bedrock to serve as a per. manent mark for the pat ticular station it represents. Additional information concerning these marks may be-obtained by writing to the Director, United States Coast and Geodetic Survey, Washington 25, D. C. L1 ,' 4 74 f ? ?Tm at r y1 , 1 Ic l I l ?71..t? G l l f 1 I ? Af 5 }1 I (i I ICI` }, IY 6 1 h t , ? ? ul 7 I +fl F i r F r In It it , 0.P_X ta an C+?« Q"t7D -r- %0 a*>W 9 'I+FAN S& ?O `fRS£ St P4 TRAVERSE GIE0 r'. Ct Orr o da r q?fa wholly%??` TRIANGULATION ?gfGEOD G)ti1. .'-IPa. ec, C ' Vo' ap ?e%`?++1 • wr oyq rC +?tse "Ilia 'IQ TOPOGRAPHIC (Old Type) HE 0,, GEOp 4frNC o1tFl/ Qti Y rl1R f°,t J,Y ?G COI, =`. ?,T] =a O < BENCH oP$e?o E a, e" 0 ?Po rn?,r ddW Hlt1'Nvti AZIMUTH iCg?'EOp('c?/ y ti? rrtwr is+O JC O Oe?p•'? ':? G ' U n i pOp ? n X1 N" ^ ?pG `:,iry • ?Oj1b1S 0113N`LdA MAGNETIC 1?1 1 fo1 6 n? ?f s?yp rd?M, GEp ?&etNE eI F?/ C71r? rrtxr r°° ?° C ?e3o? c°mN UI ? ? ? i/tC ?y°yp?s+t va!°o?or `tl GRAVITY (New Type) ?pyGECIO,e- Qy4iv 'Ot lwrtio4? lp owl-(o ?-tG C.) -?? 7 L? Jr°tll C?? ?,? CAN M BENCH (Old Type) 4/21/70 WASHINGTON - 53 U.S. DEPARTMENT OF COMMERCE i ENVIRONMENTAL SCIENCE SERVICES ADMINISTRATION COAST AND GEODETIC SURVEY TIDAL BENCH MARKS Fort Flagler, Marrowstone Island, Admiralty Inlet Lat. 480051.5• Lone 1220411.4 P BENCH MARK 1 (1966) is the shank of the standard disk k a of former Bench Mark 1 (1944), set in south end of low granite boulder, about 220 feet north of Fort Flagler dock. A It is about 3 feet from high waterline on east coast of Marrowstone Island, and about 11 of island. Elevation: 7.42 feet above omean rlower tlowint water. BENCH MARK 2 (1944) is a standard disk, stamped "2 i=` 11 1944", set in top of large gray boulder at foot of bluff, about 150 yards north of Fort Flagler dock. It is about 16 feet from high waterline on east coast of Marrowstone Island and about !? mile from northwest point of island. Elevation: 15.31 feet above mean lower low water. BENCH MARK 3 (1944) is a standard disk, stamped "3 1944", set near north end of large light gray boulder about 16 feet from foot of bluff, and 320 yards north of Fort Flagler dock. It is at high waterline on east coast of Marrowstone Island and about !? mile from northwest point of island. Elevation: 12.03 feet above mean lower low water. Mean lower low water at Fort Flagler is based on 3 months of records, July - September 1966, reduced to mean values. Elevations of other tide planes referred to this datum are as follows: Feet Mean higher high water , 880 Mean high water 8 ,00 Mean tide level 5,25 Mean low water 2.50 Mean lower low water 0.00 The estimated highest water level to the nearest half foot is 12 feet above mean lower low water. The estimated Lowest water level to the nearest half foot is 41. feet below mean lower low water. USCOMM-CGS-DC J?' .n ly???('y!?? T? ?E ?'44y4?tyt'M1M1? i } ?4Y ll .P f ?1 Jt ?1 X71 A `? r ? 14l?,v !;'yy1y R I 1 ? r ? ? 1, 1 Wi,?,?c? ,i.' n a ii U.S. DEPARTMENT OF COMIF i COAST AND GEODETIC SURyfiy ( G r ' (iL:PUItT ON RELOCATION OF aFNCII MARK `it"(" _ cr T ts., ;n.e . li- Washin ton Jefferson 4 A. Deoerlptlon of orfgI6.1 -mnrk ` 1.3 miles north along U. S. Highway 101 from Quilcene Jefferibn , County, at Wildwood Park, 285 feet south of the seu6h 6o--,crete abutment of he concrete bridge over Little Quilcene River 9,0 feet , south of a gasoline pump at ;a store, 42 feet west of the centerline of} the highway, and 15 feet east of the centerline of the old h lgnwa . y. A standard disk, stamped "102.670'(} 151931" and set in the top of a concrete post projecting about 10 incherbove ground." Adjusted Elevation(31.356 meters or 102.874 feet.) o. FI?ld note We did not have a rod with a target available S so ran lour firms ;r ,t}I. two different instrurmrrt men. The thousandths were estimated by the in^trvm t e:r man when he read the rod Dat, at levelinn _S'?hII1z1Y^,r!:],11r.1??6 5. S. E lovflt loo Ima-r' 2. 2 10 E 102.87h ist lino --rcason --- 2,680 10 77 2,76o 103-037 Old Ma 2 81(0 102.877 Old mar 8 107,717 - lot 8 11 2nd line-tD- .e eon ---- New mar 4,659 107,692 681 3,03,033 Old mark li'81,9 102.87^ Old mar 4.832 10.06 :L02,874 lst 1_tno- Janaen - New mark 6 107,795 b.670 to o,,6 Old mark 861 102.674 mar dou MArk 2.69P 8 2.788 102203:02 2nd lire --Janson 1 futon of now mrk 2.770 104 1.3 mLles north along U. S. Highwa = fratA;Quilcono? Jofforson County, at Wildwood Park. 330 feet south of tho concrete rtbutm on o e concbo 0 ovo-F ttle Qaileeno River, 3.08 feob'south of the motel offic JEFF. CO. ENCR, hni]c11nG, 32 feet"xeot of the oontorlino of, the hi jJIwrgr'and 3 feet REFER' o west of an'electric power pole. A standard disk, stamped 11102.670 0 15 n sET 3966" and sot in'thc'top of, a 11"Xh" concrete post - imm?n r:_ proj,ooting'about 10 inches above ground err cr R:.. .. aP ?:_ _ .. . f IEFFEP"; r H -CR a;, -- FnFr (61 Bned1 '!yA_ Office Engin"t .^ UBCn.w-DC 1"432-P%' ' ( fry + "y? r?TF[9;^ ^7 "G t w rl .. T MNkirw??P?fi?YrkrIrvw?bbe??Pa?i? ?,. t` f I 1 I7 n. Ilk y .? \11 . ' 44. L l"re `t ly L gg r7. April 24, 1961, ?r ? r + ? "ice •'. District Engineer Corps of Engineers„ U.S. Ar.? 3 519 So th; Al f , u askan Way S eattle hs Washington i? Dear Sirs We are sending today by mail three disks from Corps of Engineers raommients that have been destroyed by road buildin t g opera ions now in progress on the Toandos Peninsula. My ?r The disk stamped IMCS REP MK" was located on the oast side of our station .343+50. The other two had been moved around somewhat befo e th w ?^ r ey ora,diacoverad and tie do not know, exactly whero'thsy cemo from. An wore `a fairly close together in the'southwest ppereh quarter of secti 26 t ,r on s ownship 27 nocthango l.wast, W.M. ' . We regiat exceeding3y the destruction of thase.monuments but had no prior knowledge of their existence. If you will infom us how we can at a listi f ng o these monunento and their location will take the necessary steps to prese A rve them in the, future. _ Since"rely, a InP r s" EDWIN A. DECKER County Engineer , HARVEY S. CHRISTIAN r Office Engineer EAB/1SC/ad r au `? l a. ` t ab. x 7 s r r 1" Rig '131 d _ 3 +1 1.. i , ? r t L r f! .?Y 1 .. ?'J k ? ? f r c f j' I? 1 r ` 1 C 0 4 S AP. (S F _ EJFrlI27 A. BECRF:R -b? December 20, 1960 6;k Capt. M, E. WJo it rmark Seattle District Offi :y 9 h, z • cer C & 0S U. 8. Department of Commerce 705 Federal Office Building " . r" Seattle h, Washington Ro= triangulation station ` t TOANDOS 1955 Dear Sirs A We have cmpiied with the instructions in your ]after Of November 21, 1960, to•the following extents f I 1. Check measurements to the reference marks R.M. 1 66.83'feet diff. -0.05 R.M. 2 69.22 feet diff. X0.02 we do not have a standardized tape but the measurements were tak ver T / en y cersfully and checked twice, Since the two differences are algebraically opposite, the only conclusion we a d v?r . c n raw is that the monumenb may have shifted slightly. ' fax l 2. TA-le were ran between the mommlents and the reference marks and the field notes are enclosed. 3. Due to xet wsather.we have temporarily suspended construction on this project. We propose to leave the monument in place until o i ' ? c s nstruction --ad. At that time we will remove the,monument and mail in the bronze disk . L. Our road plan calls for a out of about ten fast at the point where the mommwnt is located so it is unlikely that the under round m l ft n ?v g e ark can be u disturbed. ,x .erw 5. We will level an area for the now mark when the const ctio e u n i done. Our present plans contemplate the resumption of this construction in from two to four weeks . I Sincerely, t EDWIN A. DECKER EAB ad s r4 County Engineer 1 31' 1 E 11 III.hc ? ra •: ' er`u o '?. r 1 c d i I' 0.1i 1?' I h, II r` how- ,;f 1 all it ,;• _ ?..bc'"s1e.?,.?,:',i?.l_:-? '°?,.,,r-tsp., ? 'i?.e..m.>;r?ww?_s"``'? ? ?1? QUILCENE QUADRANGLE WASHINGTON N4745-W12245/I5 259 M31ID Of1'R9 RPAA'a%Pt Ot '1'Bx Sn1SR10P ? ?, an 0>bt0%CRL WPYxY rrt2. G 49'4 tae 1 3 -n - e?w°n m rP21 fOM 'ICVa°0P0 aVp6M1U912 901aA pf?la u.s. l1IMVAr IOI VJA 9v 1.w1 p.tm t°r° wslca t arro parr asses[ ouYmwTgu•(.ddltlew e.mn n.rk. er 1g4o . .,, . 1929 a k aa M - vM w ef°YttM Aclrtt eeNw.t Mnttry paler Rd r 4 , , , m 1 . a7 w ea646) Y, 9.C.b.9, eteMSrn df.k tt.vwd "6 10 on. 20.770 - t e .: _ ene at 19 N. 1 Pe[aremt ruck, I2 tt. R. of QItY, to rm[ m v tads of 12-frch rl t { ( ? e w• Gmmr rfl Yfth w.ntr i4.n v.. ?Y " ti' C Cl]u •M ]t[nrsov Culltent, 12.0 hl. n m tt Sl. eM 9 p3t<overy Bey, fn ]nrw tr e fGrnM Dy lntereectt f t tun w ? ? K m G .ta a ^lhwY q to Port ,180 tt. fterr<t tm. rtnin o q g M, i lpl„i? <m?tr.?e w.ei 2t3 f.eet.reP?.e1 Si r Ip°V° • a lq?p ? ?r? _? 9hwr em. mulnllte xz 12.097 Y [ m 4/27/13 pt[•rerce mert,'18f tt. m. of wlet, 67 It. n. uI In [im o[ d4. sm 9. m e. ten. rlyrt-of-vey vr1 B b ? r ?J 12/16 g . Ull, b.9. •teneeed d1.k .etmPM Y 19 1971' BT.JBO ' ?' ' J Rt` m: verk?l')<1 n of n3tk, 11111tm. x. M W B h r ^ x.'21 K. l.wl HtA en re,. m Ooulaerl eDlttiM t m . - .. N..J • ,7rSOr a s 69.% •, t? M 990000 1 (?INT MISERY) u.0 0 , .rarav dick ttm2M •0 10 1971• 106.026 n V.9.C.b.B. Lxv¢ Ll1R Rtnnra mteke 2BO ft. bv. of ettt, 33 It. v. tI eau er et h1thW. m mld.rl ehlwied puva >b8,99 - • n to olMi., Vrh3°gtm. 193] (40 vrh,) Wucew. 7.7 mi. N. of 300 fl. e. Gf Snt•rtwetm o< tl e 5, S _ [ lw le.dlvt t. [e hleglt nt11. 3o It. r 9Y,. 120 "t," . el nw m i 8 e Y, R em.ee.d t me .[. eulduri t eM tulet .tumpeC'TT 3 r 19111 220• 210.712 [ F wnrarct wk, 07 12. Y. m tte1N, m •[heedM write Y ew.lmrl <ht..1M .m.n .94 V ; °Gx ' ,C.C.b.9. tt.Mtrd d3tt ttt 't t0 1971• 203,743 y P.r • eat, 9T It. M. Slit, In ftrc. ltna, m eur1M ` . •n t 1..1M ttuw. zm,9a F _ 7 kF g. °? a,? 5 ?{ 3? ' OV31CP14 gJMUn01J vlaypyt>t n1747•Y122\5110 3 I<M 4 .: F v Curly \ 0 n m• . 9. °f N, 1tNtna Y. t° wn Ll.ed 32 It! l. t. er tM9030 tt. ktP.r tAU mnt•r t[Mgr.y b 9tnt •wd d i 7 rrt 0ulletw, 0 tr . oI nlmC V.9. Piahny 101 at tPo dlMdt t•tw•n B0.2 oM rC.pl aM 0ufuu..Plwr 9e [t x of L I I ? u p. 1 u W 1, lt etuyM yt 2 p 1g10 219 219.003 , . . J< . peimw [nls. 0 It. a, of nlgmy in 36 ey 1B Imb t l l m ' -4) r bnnne t, 90 It- I, of t.eLe, m D -, ahf•t1M 19mn tem ?N plat •eoPtn J 18 19; 'f37,7Y1 r ?,x 211.n U.C,C.b.a. ttudtw d3R .<•q•E 'L 10 19731 sxsn N Culla.m, Id ml. Ii ar. 117 n. W. ar L •M @ arias. M rt• tY w. Dr w•t' x. •M ar 0ulle P.Y me 20 rt. t. of a nrhnrce -It, 170 K. nY. tf ni.t , 33 ft. V. N wnbt tr Np?w A n I ? af. i w. ? Y ol It . tDUWnt or eld nllrv.e t •.[l.. In vornwm w.tl .tud•re .eLe tt.mwd 'T! 1 R) 1910 B• 0.269 x y, . Iw . of nntn, m w .tbtddM Dmldtn <nnt3M •v 938.93 "r'O t? ?J _ _ Y ' k ehl•°i°SM•?ou••ne It. V. tr -I", m rDMete Deule•ei tat x. q.) ? 6.22 V a C b ' IPM IVM' ORA01i 2V6wRRVU VCOr D IOnI' LUNAV. 61gt0 0010 vt% Ie Rr %m IIVILD a l t ?' [ . W dta tt.?.d a IO 1y11' 36.361 . . r . -, 19391 9mt 9J\04) 7 . A 2 Iles <wrr of Ouflv.r pmitt .ehetl DYlldlnt, In n [Gmtl.tlmi .uM e DL • ' Part tMlw. 6.7 mt. v. af, .t x.wt., .l nt. vwt•r tf lewd- wt Im• In emW.n .tugrd wltt •tu q 'J >7 1929• \(6 • . r C d .r w t ttupM J 161919 (r.atwrM 0Y V.x.C.b.a. In lYJl) 6 p ,201 ( S w k 1 .371 3 ?N1. r .r, 9Y, Gf w. ut.i V.D.A. 6m ,,77 Cminwn nt. 38 (39271 C,elx •87 237 17" (no e tl l r Po p I' QNS? t I- - q ml. a. tr .II V.9. Illl- 101. .1 V.a. Ibh p[eMy 7utlm, rwh m hry Cott. Na x,d V,a, x?Wvmr 101, .e a. rM Gr d. tut, In eawnl. W31 au?eW . u<r m a D eat pwn) 316.% mnr, 1.l ml. a. or .lax CnLmmyule.r b., M Nt. yr . Ut tlrmwl •i 37 1929'(ntew•d DY V.a O.b.P. In Ig73)27.8: M. Irelr?a tt rueo°. to re. v, Gr rd.r in 2 Dy k Dr 1 rb teWri .uq.n ttDltt t d •J ' d . r nY MV 76 rt. x..xat wi•[. m N a . or b.. tf t. Pmt M V. Il.n R.IaNrYI ehl.tlM raW. 127.90 . rP. 13 1913 211.7» I-= 0.0 V, a. of . mV T mm t e.r w., 10 re. Y. w r In 1 by B DY) It. Dmldal .t•Murd wl•t .lupM j/?S' I' C Q? G? • ?pp W ' rIY ?? w l.m, o.o .i, xv, er, m v..ldt W Me- tnu. ewe at1..n. uwr. 1. I •m tr .ie.wt ] 11 1919• 1%.637 /9 G' p 1 . l .t.m.,H w1.t .tuC•d. 4,i6 19b 136• 120,619 1m t. .:;:'r . - r I.nnm• ..rl, 311 It. ar, tr M" l v..M or erlew m °"I ca 2r 2 t ?2 2r'2 w ? n 2% ss ? ii? ? i 2 1 n a I r , w. fiat r .te.wlkl vttw9vw. 136.06 rs c itr, r ri nK 2 P li ilrtm to aa x v s P1 flm ie 11 % 61 g p L4YTDI A V a xfORVAr 103 AT IOl1 Y vu 1 r. 1•J ml. M, vr..t O>I. Itllm.l Im.•t Damf.ry . . R 7 YIISa COVJx 01 gyCOR.(tY C.P. Fur, 19101 uq tvt1Y ayy x.t. J.•., 19291 Daft 49617 4 , r i1 tt. V, a< llnwy. 1. N t M .tm• roud•ttm w I tt Ptr ( CJ d1 L•t Wt 1tnIM trlatl 9 P 1 r .• .lPl tI.MW w1.1 tugnd 'Ir 0 q Ig10 3N 766 197 pvll.tr C.C.C. CrDr 0.1 .1. Y. M, •t It"'. awe hmY httl, R ` . . / r m. vt Ot n ¦ t tl J rt. v yr etnNr er Drlew •t wine "'r. M, r4. thry rn w r wY 2 It. I. Y M1my Cn•Y In I O e 'DIY ? . . . a N •t, r wMe•d ttuimn tlf.tiM pow. 389.•16 , , wl uP trl ?tne.rd t•!Ue trope •i i 1910 or 167.137 ;"1r;a. f 1 1 Yt. I.' 1 ': V.l.C.b.C. tW W 11.1 t[.rM •R 17 1911•(C•ttt 3/3/10 tY a.p. xw..{ Rtef.nmt rrl. ]I fl, 1Y, M I.DLt, m •tOMeM DoLdtrl m.•tM .9mn 4 - „1,; . Y q '? ? 726.n1 Itrmew vq N n. w, a U•Y. r II. fiat or l.rw nulm \wlttr 11 l tt 17 .39 / .y, ` J 5 r•t . I ttlm [tart 773.71 ' t - p I J 1i Y I ?Ip{gg0 11y F .'F1:dirx?- 7::-t^Y'r14:.1 < G'? r 1 f . . . ?. ] ,. .I.t1 1• ? I _ f?v h,n - ? ?ltm ? a . I. 1 ? t r;Ia 1 X 4 'k I t L ? x4 , . . ,_ .:..:? .«_..J,C`_` 5.?,.... tE&37litu __„..ndJer._ .v_.:Y;y1l•nX-?t>__ '? 5 . : ?. - pYl(HL11e pURaWOJl$ YMRADIat P4743-V122Y7/13 Iva[7 _ Mrc6 Nike 90 ;fig • p C C.C. C.m, 0.1 mt. v„ tnvme 1.9 ml..leng 0H1g 0 11 em Mwr N. N. tt rat rmt du6vvy, ]h4 ft. pr lyrpla P.cfinel Ymrt bamd.ry 21 tt. M W lover S It. qufu.nv C C.C. Cray, 4.2 m1. N. m .lpng Ivvoy Crvak M,r .t Lf ttlr pullde? River Drld9s, 60 tt. 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I1 and 3 n• 9re My tenter or M., 9 re. v. at nantae of Gefn, m add aSd•r{ <b1.e3M agrrv 1393.91) Rel.( ma wk' 5 r„` sv. lx.-, strop net nr t e"ed m .v ve 1o7T•A V3i L ; Tutl eeH ; 9.7 .l, N. r 4.0 ml. rem Vie[. at Re1Mw tn31 M at 9ueM Rst1.7 mt. B. of J2 tc. R W fU It. w tram e ., 23, 22, T(. W 2B, }, 2B N., P. 2 Bn4 r " -_ ? .CUluem ., 1T0 '3';,'. tk [ 31N?e1 Creek In \ e 30 tt Mulder .new • W 8 (e. v. ,I -i 1 ft. ligMr trv roarer or M. fork N. ! 3G• -? , . . gr Y pen •J W 1929^ 1DET.737 .roe S7 It. . of vvn rd., in -1.'?lder, .tuNeM to Sat -rat "7 elNo m- 779.on Jh " m emamM k, 6 , 6T It. !. et tm1t, nputdert - e k, Eo . N. et [.met, m Dmfed boulder: « ?y • A ^ ] 1029.45 ent.eiM mn T18.91 t y ? Cu u T vl. N. m, 2.2 ml. '!, ei m MinMV troll rye 1 (<. 6 m Je t p tieeve- 1 " 1 t.ik arm 0. Crvek Buell .t.efwC ;k ml. 0. m rat Crmur Lke .pr, 9 4)0 (t W 6 rt p6 y -llm4f 1.3 y 2 V , roll, In J n z Dy 1 ft. b r i aW W -t t19 t.vped J 1929' 1 l] 318 . . 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'w y [tea .r d ?ah? ?'.. ?•_ ? `?? e?'? `? d u y ow P. 3 y 3.^:9t- oWn_o x 8 g?? °`C,S °g°,C?c21 "E?4 °s?" on^ IN, ; -°gPi 'wz O •o c ,ow « o « n r .c o o •?- •? o w eu^!.- - ° E o o a?. U J y?w •?r, .?CCc, ..y i uEr cC ir'^o•n G.? ?;.e ewr?-_'g x r7 c ? c?v7^n ?j'0o ? PTA" ??nm ??oto'y?.e "q?•? d?E?+c'o 2 ''ue•?;- Sx N 'C ? ^ _? m a - '?w v V ' ny °... v ? o ?, na 40:0 CG ?' ? TV Q = ^ YO m _ ° .5 d Y! o `E'' ?' W;m °w. ? I -o.°_5-'o ..v°^. c,_ Z?E`r tm. •??n°L1 °y'yL'g` ?.a .Z?•,?.'^??•l1?ino y O o m 4-m,... c _n4 mo ?L C r.:c uZ U dQ O 0.' L j ?• F'y u l o o a n.6' c 8'•+ I?g n".` a-v? °- oFU..?• e -,A y°", of 2 r7e?Y a g Q ' Y" q_ n 'E w'••'., 4:rS W G o$J MOPE; ybj. e v At °=ecI- r - ^,oqr. E o^ -IUei -f D 217 g??? o Y w i F,,r a. cLWr_L W ?acc ?+Y c?l?a?°d ILC ??C' ???, `b'y v''oG.,cF >r ? •.e?:.i •%' .3 u?q G ' -w Ci IV [? - ?C.t..n^.. °? Gn° C .« C i:•y u,b N lA7D7e V p e v WAS B 6'-ow"4C °:o S?dC'•v N .q ? „-v m Yl? a e" e ? 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Mr , TYLER PEAK QUADRANGLE WASHINGTON N4745-WI230/15 n r 260 -y ?$? ' UI31'EO RATt9 lEIBP1t0]Ix CI TP•• STrMIM 2 trt " ` Rq(a0rt61 f3111VEY 1ur=1. ltd V xelra..eevr Senllvl 49•W (DJWENE9'8) I PORB• IROII ?u.RL9rtls 2utORM01E RJVI PLR BOVM MD R0i P[A y '. .. Mud vv 0.. Mwl btuf 3929 tNeu6D I - - COMM Cl 9ItWUlt01E TO roM3)P MOP, x. 29 P., P. J V. 9 E.i. 19291 nl.rtlee DY Evm.r 19401 B..t. 4 J BWj il' ?y .cril. .. Sri ) m _ r tU Pyfrie P A ye P ) ,o <vxsdt" - IdN.tm.c2v[?19Y7 Mry C C.t- Jeffvr.m 11/]B/52 ti. .121/SZ.l. m'YS' TALI PtM 901t-1 VIMIRSDI 0745.V12300A5 J MNIfn RnaD. m VVt slot, Iv arts ]0, T. 2g P., E. 3 V., raY InyX.}rvite,NW WMl?t .Mope 1J1T 1929'?eG 1519.1N R.M1nye rrt, 38 it. A. of -J.c, m rml wurwl I-- star. 15n.61 tad. Mow ronrr i Irlu ItJRpvTTf ra IJ.VLJA a6nD Rtrln 11mP 1910} Bmro M?ieai?.ne w?rt6) du' for e.P. teen.. lewlU Omrd autlm, 1.1 mi. M..f •laY Cllet tnflr R. l/1 vatiw 19 t. 29 t., P.) v., et .nerp V.tun yro.. .ell an.t, ]d rt. R. el W E ft. nlLur eNe Wll, 9 ft. ett? aniir.i??'ii i 1910 ° rOOY It olyy ?.Sq MMrcr. vt, 100 ft. V. a Mnl.t, 12 fl, k. e< anll. In raet m P. e1M y 20.ImM1 rlr my ewar m13 KM wvMr 1119•Ia tm t• Ild /fR M91Mttlll R IMP,[ 611>OlR 2Ie01•PP1.t MR LLf0 nub Rk R{M CAIO OIWD RetlCll )D F}IR YT•P IMf 0 OITbV tIYM (H tat, Jmwv W tat, tl0t, 1929 ta4 B3\0p, 1110\ W 111%) tlw Mw,uln trteervLtlm volts, 1.0 nf. C. ef, 1.) .1. rv. t IW CW bye IUtim, ]0 ft. [. of eat imn erwynt. art. t. o< W 1 rt. nlpwr ltw V.11. le f..1 . a revY Uenl vIWW Wl.l comae K 161909• IIa6.731 tlU fee Pod toil.. 49 tt. t. of M. verse tf .11 .Net, td It. t..1 R. - tf . MYM. 21 tt. A. et bar WY ts•N11, 11 ft. V. tr 0,t-ii -a, Im er.bN .-"- t.eIVUNW Wlvt .Myee 11719J9'(reeenred le 19101 !9\1,Wa 1.1=e•-jvy?levWll tr U119?0) .?Ntl no.l6etl 21.7,E tW Cyt bW IUlim, f.0 al. leaf, t7 ft. t of netts of rat aloe, Il ft. f of Itn.t Mntn mll.pmt ). a Nary eaW Cwtt flee t It. V. H W I ft. M1leNr IW venue a 11, 1Y . w t. rue er kmr wn.eea twlMn nmeye tnMl . •t w 19J9• e\97.690 neY hr PmM tune, 14 N. A. Wr I.1 ml. M, M fur of OnMY Ilnr W Cmn•.vv Rlnr tn11.. 130 It, v, of .-A loll 4YIIf to alwv fdt. M ,lore •t Uttm of vN.1 puree. P. vIM M toll Im . .mllrnu Maley} vtWW I.14t .ue1.1 •J ib 19R' U06.OM Blyv 2.8 ml. 8. arm. \.4 mt. [. Of Uue11. I., P. 3 A. 3 Putt Itmn /Z corn a 2h .me 21. S. 29 V., p rt. r e m J:t. LU]y Crevt rM., 3li f Pra•r I_ me Jlrptme 0 sM 4lc. n3 N Nn M., In rat teen} .t.neud ' 6 ' rt. UDlet .Wa6 J 1929 G25.ll4 f -1nt, .. D.-1, cnbel.e A. -A f nE t t i9 620.94 Uue1M 0-1 9tulan, 2.2.i. A. f, M. 1/4 Vvettm 22, x. 29 I., P. J V„ 1 «, rE. y """ T5 It. R. at R. l Se covet., 2B rt. BV. al .ee 2 ft. DtPMr - e •19tErl I V.r -- noaj --i tul.t -pt ]OBB 524 Mftna. evY, 109 It. PT. a -itt, n rt. I. of H rr re., m amDaedee D..1Mn c i..t.e muvra 1089.81 1wv11. bW Be.um, a.z mt. P..r ttuelL 0 - e. k -i cent. 36 rt. 96 ft. 21 tt e trm , arc. I. at E. mrul ante E ft. Dt? ofM W 1 ? .u1 tat U, vs.mae '17 a 39b0' eel .e 1t23•T37 vyk. 46 ft. V. yr unlvt, m nw1.d nwldarl P• tGUl•e mute. 1125.93 i.\ ss. M..t, M. 1/Y .eeevm 29, Louai? . P.. A. 3 V ,, .1 [aR tf rd., t. ywif PSnr eve « ?11en. , 39 a. f, me) «. itpae?ce.n cert., a . 9 M. c. e N naiad Dw1Mr} 6 f 61 • r ' eUM.r < t .ta e 1 i 1940 i0i-3W0 -, it R.pr.mv Nv 1-• .v y - th -- t. elM a 1376.13 4 l3R 4. =1u0LLP9P Ou30MIRi IPIIB - PMD x0 W3R 2.1 Mx1L9 Ov133 C/e BUD CAM WkPp RmRM (DY ;.8. Jmu 19WO1 L.t .IVe Sim MwLe Wuy ..t M6\51 N<0<nLLe M.t Pure t 31 t. E. t, 1.0 nl. . I. tw.N. aLD Cu0 O,uN B<etlm, rt. f en0 E ttwee <lun o.vypCr' y al wry 1yn rmk.?.NM•m un41 t .read ^21tt 1940we 1901.]B6 R.unnn -A, 26 It. t. tf t-1, m wry Mrn nmldeci en ul.e .2yn 1904.78 vtOm.iCm2 .*l PUtl.e 1 30 1 11P.1.f Pei.lCruk, etws 6m rt. w ,ten er tfry, 9 «. v. me ene 1 tee tw .it. nwleylevt-- I.— .n.ael':9vT 1940".e 2491.191 MM1nm. ,wY, dt7 re. e..r UDMt. 13 rt. t..r eN 3 tt. ilr tn?1 vm2aerruIt -Alre.Nr m V..tev of turHel 2190.22 Ilan 1.1 Pure aletlm, 2.1 -1 B, tfr •t k(N In N. erv.eln[ NSIYr 2a It. A. y .M a It. M1I Wr tNm canoe Pf N.. 6 It. ..f N11Y. f. 1- .race. nwl6en .t-,W t-l .cope '99 [ 1940' 309i.6B1 R•el?,in Wi'm Rrt.i?•er 1! (mli rl? ln.?e.pg6?ru11 M v1U w.M 3071.06 LTR 5. Nll.tl6(Oylt tlom119A -11, LIP AM %,I B.Irttn to 1,E .1. a .f, 400 «. V2 Bunny. R. rem mf 1 ne r..e Wa ere...... . M1e er..Y, At rear nru1. ir?c6 ePf aril wri?6irney! i?Di ? t•ry.P •?Er?9M(pxtiM219•tG6 enn.un men, 1,4 mfr a, .q o.9) .!, rem v, rd a M•u nridP troy bry.mu Rlnp Ic0 rt. 0..f m•11 arfnf""k v.vtlonNl.2tfa1d?rlylW1W tt1)?i tvVia1 'JR919rI1e 1617.°.59 a, - ,JFdi+1I4149 a '{T3L? PEPlt 2ve01WIG1E v390AONP n4i47.412100I12 ? P.ec Elxe 6. yAW wic SP M00 .NIA[A0l A) NO30 3.3 xIil9 (epw lone Iawleu [vice by S. S. Cvw, 194 9401 Foot 0%45) Low1L Ouerd Otmtlmr C.4 ml. Ov., t • 1.B mf. elme Co16 Irv 200 tt of aDar k N t 21 l . . p ervv eyoe . r , e mt r gulch cnesLy, 40 lt. v, of mfLaet 21, In N R ? fe. n. 9 <t. nt?er rive eenter mf rl., 2 etsMad <mDlet etmvpeE •li E 1940 lgea guSN rmki , 1844• 3B44.i3B n. ef Pe e 1 r 3 . 11,vtN weher lnaf lp?lneh Mmloet eopa?a 1814.•/9 Gaulle Pard 3Mtfm, l.h ml. N iMnee 3.4 mi. elme Gold ? ?rvek b. 9E. it®, 200 [c. n. e4erp DeM fn N., st N. e• or .n a e m t.? a a i?• .e n m eI .e :r e i .memgh; Dt x .ro eNm a lee 1940 JS • 2751.907 Pelareae ark, i4 f of t-1, m D tad Dmlderl ehieelad apven LAe t. 2316.62 rP01 tyrtW1O A 3Pe Oe0f1oT9 2PADIUNQS INPIPV6Yl A31A0 ?? ??s v b e ? a lmt a864o O (e y E?n Bnee, 394 fuluunolt Once WNw Rmngar eNetwr 30.0 mf. Oe. ef, 28) tt. v, of nek, 197 ft. v, a Cmeteae Ihve enll t?r? 7 It. eN Y fe. MgDer tNV enNr of toil, fv b Dmtderl eumderd tmDLt eLmaO •I® 119\0' 23B1.i73 Pafenae ark, ]SO it. v, a -.11 e1. n. of .nd 6 1<. tlgur tDm toll, m )Mg --S o ;vied • 21e9.34 of Doe W Ww Fenger 9Ntfm, B.0 m1. I. *',*.q n. of N Crnk. 1) tt. E. of 62•Neh f1r troa, 4 It euMerd aM i It. ht- tMn enter of troll, fv t -M t.bl.t vtemped • 2 1940• 2Y33.\32 )3 It. v. x Nelvt, t. m n rz. etdv of etmce rrt Pe t n ` ` 2•lah ftr »el evppae afl vlth vmvMr 211E,C0 4 ? k' 4 tY A ? . Mxai I ?cn xalaw7 N . iRMR g' I? C IN.hPnP I •? 1 lc';•1 ?4wA Y=.!? 1.. ,l s\ 4 % v i r 1. _ X I ? 3 f! f C I '( L I ! Z 1? ?• 1?6? ,1 I 1 ; ? f l' r y• ? 1 r 7F. y, Onnsn THIRD Ant, Adjusted elevations based on the Sea -Level (Feet) D t f IF 7 x T 3 a um o 1929 and 1947 NW. Adj. B k B 0 , ?? a oo st 7 96 P T S ' WASIUNGTON k r: a FORKS QUADR-.MLF (Latitude 47'451-48'001; Longitu4s 124'151-124'301) JEFFERSON AND CLALIAM COUNTIES (1)FBOM SPRUC E MOUNTAIN QUADRANGLE (264) AT POINT 1 MILE NORTH or HOE RIVER BRIDGE NORTHUEST ALONG HIGHWAY TO POINT 2.5 MILES NORTH- v? L WEST OF HOE RIVER BRIDGE +? & ' ' Forks, 14.4 mi. SE. of; along U.S. Highway No. 101; about 1.0 - ` mi. N. of Hoh River bridge; 90 ft. NE. of a hwy. curve sign; x 35 ft. E. of the centerline and 1 ft. below the hwy.; in W. ' root of 24-in. hemlock tree= cooper nail and washer 459.61 Crippen School, 5.7 m$. W. of; 13.4 mi. SE. of Forka; 65 ft. W. of the intersection of U.S. Highway No. 101 and Hoh River; 25 % c ft. W. of centerline of hwy. and 15 ft. E. of 48-in. cedar tree; in top of concrete post; standard tablet stmlped "TT 2 J 1936 470" 470.397 !". rr Reference mark, 102 ft. F. of tablet; 40 ft. E. of crossing of U.S. Highway 101 and Hoh Road; in the N. root of 12-in. cedar " tree; copper naiL'and washer 466.92 Forks, 13.1 mi. S. of; 323 ft. SE, of 'USC@GS BM "S 27 1933"; 40 ft. E. of the centerline of hwy.; in the W. root of 18-in. hem- look tree; copper nail and washer, 484.32 "S 27 1933" (USCAGS Line No. 1) 487.492 " Y t ?. 1f ly ? ?.?tl;i 6 ? ? , r .^r .nq , f I 11 J 10/8/56 aj r w a? }} Y7. U\ITnn STATF:d nl:l•?It'f+I l:\'f 0Y TIII: I\Tl:111111t yVnl'I'Y 1 Ia r •. 1 Y 1 ~ i ?,iF %:'r 41,y Iil x a t A`rd: 774", .1 77? .*;-714 lr??j i a ?r n ; f 1. I ,5 1 i k i 3 - L Y711 r+ ?? y' I ?1rt} L11-- Tq 71 311 a•mv^... Page, 1 of 1 „. Quev.ELK PARK (293) STATE WASHINGTON l;vL.A. LINT, 1929 Avn'rvvrA'voi'u 'I Onurn SECOND Aw. Adjusted Elevntionsp Based ;root) on Son-bevel Datum of 1929 a i, . BOOK: 133344 and 1947 N.W. Adj. WASHINGTON ELK PARK QUADRANGLE ° ° . (Latitude 47 301-47 451; Longitude 123°451-124°001) GRAYS HARBOR AND JEFFERSON OJUNTIES r " J (1) FROM QUINAULT LUS QUADRANGLE (203) NORTIMAST ALONG HIGHIIAY x. NO. 9 INTO MT. CHRISTIE QUADRANGLE (232) f wra r 1 i ,?r n's ?$r V\ITI:0 P7'.\Tl41I!i•.\ItT\IR\1'OF TIM, 11Prnl'111-111.1 L0III('AI, SURVEY Nl..l .• ; 11_l? t? JAY. ??1 I \ :i 1 ) ?j4 +r 1 ?S1 F 1 Ih { t? ?t 1 n t !-?, FL Y:?u ? dL;n? ? `{ Fail y l ? h Y? nlCS?i. '+t t ? 5 ?. 1 ? Il?f t '- ? }I"i ?.- r t '1 I ?? I 1 i ty rt y ? ? i 11 I .A 1 5? r i 1 '1 ?1 y 1 ?. ? V.` S:?I 1 k ? { ?il i r1 _ 1 111",`pr } 4?1 r 1 1 1' aye (1 PMU HOE RIVER BRIDGE, NORTHAEST 9LONG HIGHV'VAY INTO FORKS QUADRAUGLE (265) a " "R 27 1933" (USC&GS Line No. 1) 237.883 a x Forks, 15.5 mi. S. of; along U.S. Aighvw; 1011 500 ft. Y. of C&GS BI "R 27 1933"1 top N. end,E, banister of concrete bridge over Hoh River; chiseled square 231.34 o m, T aN ?`?yVi i w 10/8/5G of r uxrrr.n sTAn:e orr?ue.usr ur rnu taTr:uum-m n?iuir.u. eunvin• ?.-M1..n?i ... '_ r. r ? i PR ggg??? R$ Page 1 of 3 Q An. "SPRUCE MTN. (264) STATe WASHINGTON 13r Byron 196B. Johnson, ?hie St LAvF 'o i. Onanu THIRD Ana. Adjusted elevations based on the Sea-Level (Feet") ??. Datum of 1929 and 1947 1M. Adj. B k B oo s 7096 1 ASHINGION 3 SPRUCE WN. QUADRANGLE ? A' `I d t (Latitude 47°451-48°001; Longitudo 124°001-124°151) JEFFERSON AND OLALL&2: COUNTIES (2)FP,OM FOP_KS QUADPI:A*GLE (265) NEAR LINE BETREEN CIALLAY AND JEFFERSON a , COUNTIES, SE. ALONG BOB ROAD TO HUEISMxK CANOE CROSSING, THENCE SOUTEMST ALONG TRAILS INTO NORMOTST COMER OF QUEMS QUADRANGLE (234) ' I { Crippen School, 4.7 mi. 71. off at a curve in the rd.s 35 ft. W. of 1-mi.. marker and 20 ft. W. of centerli f th a ne o e rd.; in the S. root of 48-in. cedar trees copper nail and wash er 475.47 Crippen School, 3.7 mi. W. off about 0.1 mi. N{7. of wooden bridge over small c k 20 f NE ree ; t. , and 3 ft. above centerline of Hoh Road; in E. root of 18-in. hemlock tree; copper nail end washer 430. 39 a y y y ' ?'uolsdonk Canoe Crossing, 7.6 mi. V. o£; 3.3 mi. T, of Crippen, School, 15 ft. N, of the centerline 'of Hoh Roads in top of c 1 concrete posts standard tablet US Corps of Engineers, U.S.A. "Help Control"; stam ed "B 13 1935 ELE " p V. 445 445.419 r Reference rnrk, 134 ft. E. of U.S. Corps. of Engineoras U.S.A.SM. "D 13 " 1935 and 20 ft. N. of centerline of Hoh Roads in the S. ' root of 24-in. hemlock trees copper "nail and-washer 443.66 a 4 , Crippen School, 3.1 ri. W. oft 20 ft- S. of the centerline and ?O ft. above Hoh Roads 15 ft. 3E. of 24-in. hemlock tree; in top of an iron pipet U.S. Corps. of Engineers U.S.A. standard d sw3" tablet 'W CONTROL" stamped "IMF t?ARR" 454.998 " Cricpen. School, 2.2 mi. W. oft 362 ft. W. of wooden bridge rn over Willoughby Creoki 25 ft, S. of centorline of Hoh Road and 26 ft. 41. of rd. fork S. to Schmidt's Ranch; in N. root of 24-in. spruce tree; copper nail and washer 279.08 Crippen School, 1.3 mi. 17, oft 30 ft. R. of break of E. bank of Hoh Rivers 16 ft. W. of the contorlino of rd.; on top of boulders chiseled square 282.08 >a; Hueladonk Canoe Crossing. 4.9 mi. W. ofs 0;6 mi. W. of Cripon Schools about 16 ft. N. of the contorli.ne of 11oh River Re."; in top 'of eenorste poatt standard tablet U.S. Corps of Engineers, U.S.A.s Yap Controls stamped 11B 14 1935 ELEV. 269" 269.155 Crippen School, 0.4 mi. F. of; about 200 ft. SE, of SE. oar. of Carl Fiechor's house and 12 it. F. of the centerline of Hoh Roads in the SE. root of 36-in. maple treat 40 penny wire nail 293.81 UNITED ST.%T1:8DITA ILTNIRNT eP TIM IN'1M1111ll-I'rLILII/111'11NI:IIt'ISl' + I.•an Nt-1 ..a ? i 1 r f? 111 L ?` F 1 1" 'yet Sit k? 1 r ',? ? '+mn ? ?tl ? ? h 3?h)?y+ 1 d YP.t. ,'C4fy? tp 1`!r?)? +? ?? r r d 1 f ? C? ,tr 1 t. ?- ? h t t ?•J f ? M 1 ayJ 1? r 4x Y 1 1 ` Y '? f q 1 ? M 12 51 { -.`7 r J ? I? J 1 I.Cy\ ; { f r l 1 4 f >9.' i. Afih zd_ 1 Page 2 of 3 ? n-ure-n 3!".C_ k Qv1n, SPRUCE MTN. (264) S•rmre WASHIFGTON By Byron H. Johnson, dv runrin:.1 1936 .11.11 SCI L.CL•r, 4 ORDER THIRD Asa, (Feet) - k Book: B 7096 (2)Crippon School, 1.6 mi. E. oft 0.16 mi. E. of wooden bridge S of the centerline of Hoh Road d 12 ft k e , . ; an r small cree ov X in the No root of 48-in. spruce tree copper nail and washer 307.01 Huelsdonk Canoe Crossing, 2.0 mi. a. oft 2.3 mi. R. of Cripcen School; about 0.7 mi. W. of Y-rd. fork to suspension bridge aver Bob River; about 20 ft. N. of the center of Hoh River Road; in " top of concrete poet; standard tablet U.S. Corps of Engineers U.S.A.; Map Control; stamped "S 15 1935 ELEV 338, TT STATION 450" 338.374 ."'_ N Reference mark, 187 ft. SE. of U.S. Corps of Engineers; B.M. 1 ? 4 a "B 15 1935"; 12 ft. SW. of the centerline of Soh Road; in N. d , washer root of 48-in. spruce treat copper nail an 332.06 c ,± Husladonk Canoe Crossing, 1.0 mi. W, of; 244 ft. E. of U.S. Forest Service marker; between secs. 34 and 35; T. 27 N,; R. • 11 W.; 10 ft. 17. of center of Rob Road; in the S. root of 30- ,i in. hemlock tree; copper nail and washer 372.77 Huelsdenk Canoe Crossing., about 170 ft. S. of Hoh Road; 12 ft. bank and about 7 ft abov f th N th iv f th k r N b -1 - 1 . . ; o e e e r e . o rea e t il 2 d y 4 ree; copper na an -in. spruce washer in.the S, root of 1 368.79 Reference mark, 296 ft. SW. of tablet; 170 ft. SW. of the con- fluenoe of F.oh River and Owl Creek; in the MY. root of 12-in. jjL maple tree; copper nail and washer 365.44 Hueladonk Canoe Crossing, 0.4 mi. SPI, oft near the NIT. cor. of ' 10-more clearing; 570 ft. N1T. of the NW. oor. of farmhouse; 160 ft. E. of the E. bank of Owl Creek at the confluenoe of Owl .y .•; _ Creek and Bch River and 20 ft. SIT. of the Yff. cor. of atone standard tablet sta t d "TT 3 t i t f by 1 ` e pos ; mpe op o concre n faucet J 1936 364 \ 1{{. 364.602 s? Buelsdonk Canoe Crossing, 1.4 mi. SW. of; along Clearwater ^ x ta' trail; 15 ft. W. of the break of cliff about 100 ft. above Owl t p , Crook and 15 ft. E. of trail; in the NE. root of 36-in. hemlock treat copper nail and washer 576.25 d19r?p v Hueledonjc Canoe Crossing, 2.4 mi. $17. of; along Clearwater •?, r "? `u traill 0.9.,mi. No of Maple Croak; 6 ft2 W, and 2 ft. abovd the fs trail; in the NS. root of 36" hemlock treat copper nail and washer 632.77 3.4 mi. SW. of; thong Clearwaor trail; Hueladonk Cmrioe Croaaing ? Y1J ?;pry J , on a heavily timbered bench about 225 tt. 'N. and about 50 ft. 1 , above W. bank of Maple Crook; 10 ft. 71, of trail; in the top of r?n 'I conarote post; standard tablet stamped "TT 4 J ?936 ELSV. 67s" 678.732 Reference mark, 127 ft. SN. of tablott 2 ft. W. of Clearwator 1 " ` trail) in the NE. root of 30 hemlock treat copper nail and washer ;u p 882.02 S' r1iTrn A7•.1TGe Dr, I KIT11':N I Ua• I'll); IN N:Rilll! ? IBM ,? ?' ant ,!iw Q '•ry ? ? r r ?. ? ? . ,Irk 1 ? % ? A 1 kyf-,?. ?7 ? y 4 J, • U-IIITN-.\ Page 3 of 3 A a; I QUAD. SPRUCE MTN. (264) STATL WASHINGTON By Bytron B. Johnson ? , :It.Trrunr: AnovL ORUY,a TBIRD Ans. 1936 MEAN SUA LFIVEI. ° "L a Books B 7096 (2)Huelsdonk Canoe Crossing, 4.4 mi. SW. of; 1.0 mi. S. of Liaple Creek along Clearwater trails 2 ft W t . . and 1.5 ft. above the trails in E. root of 30-in. hemlock tree; copper nail a d ? 'e q n washer (Continued in Quests Quadrangle (234) 824.38 t n p? d 10/8/68 ej r1 P\fT}:n STATEN nCP.1IITN6\"r OF T1117 1\ 1'I:IU!gl-qY.u 1,011IC.U• a vl' P6Y s?q in--wi,u 1 FORM 482 ? ? ecoM u M Dear Sir: Your communication dated April 18, 1967 has been forwarded to the following address for reply. _ U. S. Geological Survey General Services Building, Room B 212G Washington, D. C. 20242 - Coast and Geodetic Survey - ?i C 123.2 U.S. DEPARTMENT of COMMERCE C c3vEY cE A T ANO 5 FEE S PAID U.s. OEP AR TM ENT OF COMMERCE OFFICIA-E55 Rockville, Maryland 20852 Mr. Edwin A. Becker Jefferson County Engineer Port Townsend, Washington 98368 i .. M_ , „i? •mr• •? wu,.w. ummma u,n.wn,ne s t k °"° ' `? e ' ?. . ?, „ <;" . „ u..W. ?..? ..?.? ems.. .?... ? m . a.. .o .? m.o« .,..,. osma? w.w .,..e.. ? m. w ?. ' A ?. a. a.. ?..?. um.n )]l'0.3(O P? ?wi ????I 1n not e[ r n ?nmwv M?1 a ?? YM.11 L ?i?.; ?. ? dl ? { i L `L'L t. a. or o aa. am anm I4 ? ri. aim., iou'? n. marl ...?.e ? ? m ?xo• a..x a , m n..,.u.r mu., ,, em ..? w?v.e un e ??., . a iw em i n.m.,e eei.`:.'.°?."e ?:.... a'::.w?idpn?? a.;a ? m:'nw? • m ..e.ow .. u ?cw• a?,.w r.Grov rw ?1 P?n? syu?We a?? ?riemWni?? rre ,w.w? .?..> ? .?. 9... .... . vm. s e rl ? new a ?eq.e h ? m 19tc• y?q,eep LSL m fn ? (4 4 ?. r.w??i??veeWmtµ) rmw maa 4 envgrf 7eeaie i9NO4M ?. •1 b W ? ?emaW l1m.61n ?e.e tom a.e .waue ea.? ?e?y.e nr i i9 t?vtc? U6t,nJ ?. .n a v..r i .. en. v? w.e men vmae ...rw.w .w,„e m . m ?wu• ?usaso .nee v'e `{ e.°a ua? ?r rsn. ?? .ew nu i..we rue,rx A? a.ee0 n. u.. R,re" u m no a.'mm"m°m.:"?.".v:,°;eivw? ?.: C"°mui rwo a,..?. e..a ..... rm oe w. w.a..w.. a?? `ire f , MOW STEEL OUAORANOLE WASHINGTON ur, atlG€?. s uP.b ^ our c - lu)ei?tuifi%? ? ^qq 3 ..rn um war b r eNm%fjlrn-{ - 4[tiw v(tr[n '4 ¢Y' n? y4 Iwunnw 3 wr w y rr.+e •YUm? ti nl]•? nrY rJ Np Yvu' lam anitl Jn 1-m e?+rl • W YeYli Hope • et?ef •1 P afa• ' hNWr Y?in"?i11fr ewu. 1 uuwiif)w?n n ? J ? t'H3.0 y rya yNtWr O.f mYr mrY ell uww tw m f+rY rJ y? m ru i ti?mafi'a.. evatep tlv is .r?wJ?l ?uw N?nit w ] n. uWa b IDVI,HJ fnvr•1 ..a I nr • H lfa r..wn tn. t. nw auo mnm (4 •?4• uUJ' lam odd rul r s f ?? ?fervr••e till • Y?n.p•<T i ?.Ml L81. ¢um n?.ias'Ib i Ta6ui ?Ji?.i iw• W m +e ?ulbw ru tr°nJ •• wt.wn wtN mm:.tlr? fw?• u Iti S N47JO-W/23(5//5 23/ tart is e v ?xm) ? w ?? wum msim?i 14 aml e..s ss"u b len.,n`°`y4a°rf 1ssft4.re4dr y:.lw®elr?ua Yetea •t•qu v Jf r>P r 9a.i91 r.n z. s Wutuvs uYn loaf mmvam Pm muf exovsi testa unva (4 x f. wf y teal f+f anal I s?f n.? •?a w)?ma?i.stl eiNr ?,? u'fewb a n.Yf'u r i ?e ?IAK r .i :tfioe tw.N i•:yq.f ti a s sx.tle jm? Yr mf u M a 9 eJY IPf.O,m m IiPW mw mPil wIDf jjH ?i? aLn'?'y lv?iam'emt:?itn)?femul4 f?)m.Y "' srmlcaw tii 'bim•'i o e e •nmr•Yr ? I•w•f uw ly syw n• u 4??: °°rvmyuP.e) u mma•he.YNUa um.f9) ieeipu ?) i ? ra. wra er teNrN w nr wts.epJ .rNa 1tN.a mym r .. mw al N+•f vwe?. mw fifivJ9'n• ubNyinrs•M ?nwl?.•"?mW Yeynt n?oM u?))AS9 I.wr ao Hai r i mru of Ya et?m))°p ...rte ??• um.w m? ?ylj ymf[?y?.hi•• •s n~ f?Oi uu ?1 HJLeP • ea raYf h e P i9to' n. n. r YNe 1 ?'4J ?Ir IPf.% KINW Mr hr_ l y na rtmepl W YOUt •t1'f 1 • Ilr aa.LM1 arwl .t w e tt y mna w ten MY K UP.u .eo. ).) ntl.• 0. kJ I.f .Nnn mN of OeJ'°° `w a f4 e. me a ro um ur r'ye.rn bl h YetYri etreeN uNet rupf'f f 1fff fa r? sin Y 19IO' ? 6•ni+w hMwr?).YVyn ?.I y?r byf?wNI eWne?lss. Yetia .?.a n f of siW I?Nr YumuhtYe .YUN ?•W . P n. wa of wY i tWYel w)r ?? r. J a?ietilr v. of p,?yYw • n e t l y t.a wtryl etu?eta•°°I't Jw.lu R. M; .erf. w? e•°n Y.Jl hw aWntl r prJY )d,Y w r a.Y° t•m YNiI t?r? 1•m Way ; ef. A? uN•rn•q•f'f? Je6 r •yJ Ja.tw wY' Mefl ?vf• rwtl?i?eJ?eb ?:-rrn- J ? r { off S'' s ,? F + C,i, al 1 f ( ?1 J I 1 5 a T , a , In i d; I v) i 1 w, 4 , r {4, lip r ? r jPxk.? V " '? y It r 1 'n M1 i ?y? n?ttiS t? t e 1 ri ?e'?? r ' W ,gy2G ?, a r ! - nr.? 1 *ilr9t n? r ?q l? D U ''1, r ti rs i? $ F l Y Y h >- .. ??? ? rp ? ja n ,S ? i as ,?+'? I]?{}7rr,`]', V 7- '?rT•Sf`?i , rn ZY'??"tN 0""'• Ill MIR, i i r '?- -? Jefferson County Department of Highways Port Townsend, Washington Dear Sir: Your letter of 24 April 1961 to the District Engineer, Seattle District regarding the destruction of three Corps of Engineers survey monuments was referred to this headquarters for reply. To assist you in preserving these valuable markers in the future, de- scriptions of the Corps of Engineers monuments in Jefferson County are being furnished under separate cover. 1 Incl (under sep cover) as IV' 'AM M" ? WIP _4'M r rr. i ! i tr y t ?? 1 y- r y t ESx t a f, y ? r - e A r'? ' y tyre (? 5 r 4 i'y a y l ,S" ? f i A{S ! t. r r , nh y z ? ( j ;4 a -a` ..nrrma hair Sincerely yours, & ?5k A D. L. HILLS Chief, Department of Geodesy t K 0 ? 01 Imo'!' ?' V C <a p ? O ,? - - a 04 iC ? c v? U > , Ry 41 t - 6 N ? f U o N '?? p Q ? ? Q o M F_I " 0: 0 H O ]' e t?%?/?^1Q?????.??1{c ?,'?`..Y ??: ? Jl?,.??xr"?' vRn71F?1'7A #T'!'C17. PP/lth5^T'irn, .F •' I i I ' I I I j I ? i I I ' i i i I ? ' w j I i j F> I O I Q' I E s 1 ? q I l ? i Z. I? I i I i ' ?E V ? i I ? I : c 1 c O I i I I ,? I o y q I z Q S v?° ? _° °° O z O C ?s 6? x ? ? c om chi tl Cd d r. O e w. WO w ? ? F ; q ,q '? q qy O 7 y A ? ? ' i?, N?4a"??, . t ;?+?f. .' Ssu.,n« 3i • popi - i 1 ?? u: . st IN (q?. •f ? j Ne• Omti ooew,,I,j,?,?? J `' y A tiww?hll? ?J41." Off, ?Ai.t yF 5'0 I • 1 KW '•x " ?? ^? ,'* r.u guy .. u ai hiL ? ? m?• s ; ) i _ i e wia N ? ? : ?il •;: '45 20, 311 y ?. + ?? ? ink t ?+ c F K' • ?J` ? '' ?+• i r (1 .. , ;? r ? ?? w 1 V [[,,p?p S?K, 4 1 S ? y? d+wnlin ?i'?aeds r/f? t : P, t s fi P ,. i 7 ] ' i+r ? • r ? 1 V { ?:a" r + ` fry F F ` (, ??} x tt f? ry z?n ? '- r ,ertaa.tra M Mnn .ryu?? ;'i " , ? '+ , d I :^?? k? ? ? +y"w ?f?•/ ?.Y? lM ?I ?5+•• 1?IyMM. MW ? i? 3/Y? ' ,:? , i ? ° fS t /,+ `" 4 'I • I Y :i. ? w M?M?sN+.M'???!? k? `, .W?«• ?r W??Va?? / •? ''4 w?• a ?" M1 ? , a ? ( y ? ? . y • w i+• M ? Ma Ww? MIw d 5?n! 5 }?y?Yy. ? k •?; y 258 .45 ' it % yx i a ty, 7-77 + A j4?FJ? a r +fi t? _ f. l d q ; A? r 6E UNIT ED STATES DEPARTMEN T OF THE INTERIOR _ ,,, a' a ' THIRD-ORDER LEVELING GEOLOGICAL SURVEY COUPEVILLE QUADRANGLE Sr LF-I Dela. of 1829 WASHINGTON 289 '5ss 3,'b OR .. ' l a.. . Lme 2 q - °1T .. n co-- . Haiti- or a/1/55 SA .4 1 eat P Y % y ? Elev[l- beeeo an I ne sea v S0VMWE9T pOPNFAnw T MOOD QVp0gp00i?gT ALCNO HIDHVAY INTp 1h ) ar R. B. Steele i9bt1 Book B 8865 ?? . ! Wh tg q O rhe? h h ° Uek Herba r r a 4 ut 7 mt su of e'a !cote 1 ey n ? o L`e %l, it. or hre a 40 7 b . . , 1 i. S 6O; ot af3 mi. M'. f coot house : C c o pevSlle ! M ,• vof 19Y7 uetmene 1 aatngoSV. [o fnten nougat 26ttt?rive[[ e etc o center or hry.l n lorgarboulaar; ehleelea a9uere 133.16 3 Coupev ll eo thou-- bb- 4 2 .1 t; 245 It SM W n t & . . . . . he nc-r o[Clce; V. Soe of t °rE Ir C n t Pfce o ke of . 23 t O . e hrY.1 ] 5 fc. a t n n oe-mpea xsig4o ^SO l9"n( oiecovareJt o i99?)9.015 c .- 80 I H SM f a o et ren e -, , t. . o c.bletl o e ba.e or a fl.g poe( a evlea a ogre 20.39 ] y { Co.` 111- out houe°, -bout 3.2 m1. I of n...... 2Vr hl ob-350 ft. S. o ec r ? e o oftlce u1]aingl ?" R N. pole; i¢•cf<nteepolcl htyon p 1c. S. o[ o Dwer 12.26 1 0 ouPev113a co hou ebwt 1.9 mi. N, of: In [orke t SM ' U.S.C.a 0,a. Leveling L... M. 1e.-. ., 36 fc. S. of the fntareecllo n: p6 ft. or c A. Unto- to H.S-M , --Ht- 1948 (46 Vovh.) o lan a °" a <.... poesy a en ° Le' b1nL a 51 P9I1900 YY" - 43.859 re . ? M B. 4.C nl. 56, of nor ee ° .8 m). 9. of [0^ (Nhf obey Ielena). Naehingcon. geferonce ra 83 ft. V copleCl i rooE on N. etas m co w (105 Naeh.) 1953 of 2tl-In aeronn ree pper net! ith .goner 45.79 - [ ;d.,. pR.wF' eouneov113e eourthpuve, -bout 1.1 mf. Y. 53 11. S. 2ft. E. ocenter o[ ^orke f T-M. leaefng a.. Coulaer ee[ fn gr-u ai -.121a e9uera 81.87 11 ^ PPM P¢c¢PTION PASS QBADPAN2LE 97? o-- dT A VSw4 Tidal B.M. 'No. 4 1935" 46.788 n ., L NIOMl Ixf0 !TAN+OCO QVAOP.WOfE (by P. S. Steele Sn 1940: Bock B 8866) MC604 Tia°1 B.N. "NO. 2 1935` 16.028 ;fja Ut l1 ay Beach" -bout))5 m1. sv. or3 about 0.5 S. SE. or C Ot•na I NY SY 2 T J2 N fl 2 E USCAOS Tldnl S.M. 'NO. 1 1935" 8.346 4 / -3• e: n e ` eMe. ^. . ., . .i qta In b.y. trot s. ° c E. eoge of try. nna a rlth center of ny. V t In canorete Dos[: -to -M t •b et -tam tl0 224" e d 23 A 7 o t d (( ISO of E. B.M. 'M 1 36 67• 86.920 Coupav111e courth0vee• about 0.8 mt. S. Oil et Pnlfle °IIM ?y 1 e p lo p . r e uprwtea 4 by nt uy ee are. pr r to 195 1 22).788 o 1 In se. ngle o oe( a N4, a f nCOU 1 o pevtlle High 81 ^00 . fliu in t numEe?or o l8r: "e ? Perlrvnae mrk. 33 fc. 9. or tebletl In root on N. aloe o large ceant etmpl eopDer ne11 +itn metier 224.39 cu h 1 '7193 93.58 y ART,. [tuv 7 -, F ? J`yy ,- v UtnlC-gy B••cn. "- 2.3 ni. Sv. of, ebwt 1.1 mi. x. amp logo-n; 56 iL, S, of venter at Driva°e ro.l C.-Vtlln c h b uc 1.4 mt. S. or, 0.6 ml. S. of frolrle Oi 50 It. NE. at center of hry.( Sn l F w J? 23 rt. Y, of h.r,, i'6 it. S. of tans. tornerl in root en 0 .tae of 1-. -look [ro mfl -1 into r tan E. •a a of Doveo M, 1ma1n8 S.I in r t ]ae of 42.1^, fir [rvei aoDDer no11 YatH o s e E, M° I . . e, copier H vneh•r 190.41 l reeI : 115.98 j) C.m tewnr on Y. aqa of hry.l Ju-t 9. of ror Yl of .. cauDevtlly courthouee. about 1.9 m1, 8, or, 1`1 1. H. or PrelMe Cahten In ke or M. leeaing ¢. o term- (or I J - l q o M. 1..a3o e° b..l: 1n -tone -M e. •InfM Ya11 t M.I MnM tablet •eenp•a X nouanl 21 it. N. eM 2l rE. su. or th. cork-! In n, e. . yy 21 X9 ]940 []` 41.087 a1 fenoe corner! 1n c.on-erot° Dmeretl atnonM tablet a -..pea "52 It9 1940 L (reaova by Uaewa) 197A41 1 9 P f nee It mev, 40 . 8r , or enblatl m root on 11. -lag or 1 to. nr tr.e( cowe n•u run w.n.r 45. 81 ""e:1`maeoi n.Y,r•iz8nrlJ i, 1^ Lnmet, m rt. q. or r at eat ,n twM ? ? C m b I 1 1 g , 2.0,14 .Opp•r mu rRh ..•ner - t p - e we , -i, 9. or. -t fl rat M. l[ 9s fr r am • m1ato 1 E50 re. Nl. r -u; ns ?[. r . -tae of to-1n, far [- .11h .I t mehsr oopgr tell 235.15 Pr. r1• center, .ewe Q.a m3. B. oft zo It. N. or -t- of try.; 16 ft. e, of E. Hate poet at enernnen to -rm nou.a 1 f[ 9 or t o 11 I f f { r ' ! oq [goon, -EOUE 2.l si. S0. of( In 9Y. -nele fa y rrm. 98, o !. .long sec t!on llna l tl5 It. 9. of It ` . . en n , n•I n root o ir ro.l, copper mil rlln kseh-r 200,09 Pr C1ty abwr 3 5 ml 'E ef NAY eYwc 7 6 ni r - p } l Fa _H - po.[; -ha-M ft:bl:c or At *r 1 Mf 1 oln-°-r , . . , t . , . or °f Oeeanbenk Poat Off1e•( In 91. n8la of M. fork.( E M1 . -[_ •25 119 1940 252• 252.426 1?0 ft. !, of °•n[er pf M, longing g,, J0 ft. Y, of Lsr of a:[e Mao aenLer line of M, tram cne P.1 1 f E I 5' 'h .VV 4i 1 C 48oo, .1. W. IF u e YH s 7 n e. A-4-2 e-! Itarot po.tl -LnMeN L.blat 'S3 fl9 1940 197' (rvaovrve by I??1pj C p rl+ tntl eta of l Iln• rlch T•M. J•win{ 8 •aqa of oonorvf• rwM-Lfen far m ! .3) V 197.257 ?'" ' ,1 . q--ol3M w.pl a 1-•IM .au-n 172.49 H•f•r•na- mrk, 247 ft. OL. of Mbtci 84 It. E. of C.--no wean, In w. •nl. M. rorY -[I le rt. (rv. or •n[.r or ry.l n to coat on xN, an• pr 1en• ion. nr tn•, aoDDer tell vith -1.1 198 ' 0 y V vtA of cM ))° .I 17 ft. Y. of hry,t nt• Pa.[I o -r-0.rd t-btt .t a '26 PS 1 10 4 • 46 5 . Pli? mpa 9 7 .735 P-r-rvna• mrY, 11 ft. !V. of c.bl-t, m V. •M of con er•14 O -b•nk P,0„ .bout 7.1 w1. llj.tl In sE, •nql• or fork- of M. !.wing 8. to Horrnon?- LngwnV 107 ft. a8. frrw M Int•rveatf and fn root on '? rlY • eulr•RI aht.l•4 •OU.rv .49 .fa• or 1.rq+ 1m• r,r [net eovvr mil .un n r . d ' '? Cmno N•an, about O.B -i. 9E. oh In IN. -h.l. -f M. •m .r 196.98 4 ,? f e y Nortl In rent on !Y, .1a• of 16.1^. ffr trv•, cwpr It .Ian e-eMr 131.93 Onmben4 y,0.. rbwt 6.6 I. NNV, ofl 41 f[. vb of rnt•r of n.Y•1 opDO.l t• M. Imat nom. . to f J MM g i Cutne -11H. 0-1 1.0 et. 98. oft 0.25 ml, NV. of Cn•a-.mnl 1 MI Or to . -l a. 24 •ln. ft trv-( a •,1 lth h • ? •. f. 7 t, to Cw -IN 420 ft. VY, of M ae It; It. M 8[ r V1.In of o•nl-r or ter , SO (L r n ... oDp + er 192.97 " • I , ve . , . . . a tan t a<n<rvt• von I910 ."W"i tbl.t aw.a 'N A9 203• -1 4 U.l,C. of E, tr-vrrv .tit. -_4 0 2 36 215 215.654 6rk' ( ? . 73 On•ntnY P.B.. -b0u[ ].7 ml, NMI -q In M[, , nn. le of t r i a,? - - t .n ? ('. { • l" ; q-f•rom• •rY Met. av, of e•eletl in rme m 9. -ia• of N E•In .1 -OY • ao ll t[n mh 204 45 c o n w i.te: iil Wl enpy:r - u n nll . ien r?lnir 25[.75 - . I . rv . e -r . I DDer N 3 1. ? I 1. r ?'? k L ?' " r " i ? 1 t r3 ?,44T??i 's'c l 1" '+ u ??k ? ?? '?4E f 1 f I ..iY?r e s. 7 3 .4 u4 h'N. . ., j , u,.. .. . rc, 'p ? :' - I ? li Ety?Po I ? ? ? 1 - t? J ? -4! 1 m {k IM t ? ' ) I L ! 1 . 1pp +?? 1 p ? f l ? ? Q ?pt ( I ? N 4 ( 1 y IVY f LINE 2 CONPINIICD '1, 34 _ 0 enbenk P.O.. ebcu` 3.3 m1. NNY. tr t8 tc. Y of „" ro t gentaC o[ hry, a of q eXe` 44 9, of lento or 11 tt ll t k t ne { . eea ap ma ee en y ce pmec; ne M cebles a empetl "50 qS 1950 1 " . ,- ??t 2 (reeoveeee by V9ck09) 3 311.784 geterenoe mark. 119 [c. M of seblec; an 9. ens of monenty tlraln p1pe; ehleelee oquere 3uB,55 „.. Oreenb P.O., bout 2.3 ml. Nlgl, t Sn F le a t . fL L lntereectlonln r a aft. n W. 'Id. at lnr8eff r D pPee na11 -Sth Yeehee 248.]5 .f of e., D.M. •D 3 36 68• (not -.-Id 1n 1952) 68.848 Onenbnnk P.O.. nb-uc 550 ts. S. It: fn 9M. ogle [orka of x-b. lesSing Y.1 76 Lt, S. eM 2L Y t 1 ' tone i n a ro a { e . entl bl pea . 55 SS 1940 W. (recovene by pc ' uscao9 ) 158.602 ?• ??S e BO Lc. NN, of taDlnbene on N. _ ?1f l re11 e pik.lke else cC p ponce ]tam Doled 159.31 - eenbenk P.O." ' C 0.9 .1. 9r . S. ar; 16 ft. S. gnE29,ft b Oe u Y . f center o 2 tc. N Or r.- .-r; burle0 bouleery c eniea'e a e 269.7B "efr - Ore-nb- 1.0 , Cbe Ct l.a mia 9. of; et fork- -re. "' ` leeetng II. ege aver YO «. 9. 27 E. Ct. ntgimr nan Cne .I on d b-I CShte Ef l l _ e e u ou 1 c e e e I, V.9.c. of E. e.x. •D 436 33qunr-1" (reenverve by 0903) 355.25 331.925 ' ?? %if$ ' - ge[ercnea mark, 33 ft. Lel, of seblet; 1. oc IS¢ . i t q t E .M1 -lee of large ar . nei I—— naol w th 334.45 - M1 1 O n - P.O.. about 4,0 m1. 9. cf: n E. dg, of to[k If b. 1e1ein8 NY,y 4 ft. hlghar than Cne b-1 e N post: a snOeM Leb1eY -Comp-- "56 PO 1940 e ( fl 'F ?, * 192 ( D tee ea-crmyea prlor co 19521 191.939 - tl 9 C L E B.M. 536 121" 121.SCB ^ ' , n - F ?" ' ? D NyeP D. about 6.1 . 9. pte 1n NE. --llv oL oa e 60 « x- oiic c ' 8f 7 i• , a ? i t n ony 9 1 e o[ B-1n. tr ne; It voppvr anti -ten neeneet v n 51.89 CCC , ? izM 0 eenb4nk P.O.. about ].2 m1. 99II.: 265 f[. E. of forks A 1be43n8 co Eset Nn rboe; 11 t[ of cen[es of nr 9 of y r 6 . f? . t e . . in eononte 'ant{ e a eM [aDletntnmpe0 •57 q3 3940 " .: ay ]10 (n vv ee by USC403) 110.147 7 d ? . FIF`l ? f N?( . ! is f + ' :.J,;4 + N.,' ? - ? .r r 41 i i ? 1 ? ? t k ?i?' f? , } rr1 f k I,t ` It l w l? f 'I ) . - e . s` f y. U. S., DEPARTMENT OF CO:?luHCE COlwT AND GWDLT'IC SURVEY Seattle Ragion&1 Office 1801 Fairview Avo, East Seattle, l•:ash, 983.02 Ju:ae 9, 1964 COAST Alit) C .ODiµ"''C ?U MI ()rF,;ICr.' T'O '10'J The Seattle Regional Office: of tna CoaorL and Coodotic Sur,, which has bear. located at Room 705 `'Wleral,off ae Ruitding, 909 First Avenue, Soattle,, for many years, ALL =Te, about Ju1,,; l0 1964, to the 'iurvvy"o Base on Lake Union„ The new address will ba- :; .l:altiv Rafiicwal Offices :,n,i Ceulbtic survoy Pa.irvlov Ave, eaet 8odttlo, Uanhington 98:102 al•rnh ano: Id 2••9300 !±xt, 604, labs, 1,66 ALI mail, expraao, frcie;l:t ,m(! logel rly!I.verion for the Cba,yt and Coodntic 5mrvey ohould bb sent t,) ti,lry odltexn MA R:. 4115' fT0A1 CAt',"AL't, 'J CQ-M RGrIONAL, OFFIr.4? Jan147 17y 3,964 The Director DSast and 0oodetic Survey W;-Z:.4,25, D.C. Dear Sirt. Tho onolosod Hydrographio Station marker was turned is to this office ` rocently by a local resident who obtainod it from some young boys who44d they „fotmd it on the beach.' As near as we can determine, its location 140 on the aouthorly shore of the. Strait: of Juan do Fuca, approalswtoly two rdloa;weater9y of Point Wilson in Jefferson County, Washington.' When dslivored to us, it was set in a thirty inch length of L. inch iron pipe which was ronovod for easier shipment. Sincerely, rum A. DfAKM County Engineer HARVEY S. CIMMIAH Office Engineer SAS/ASCfad encl. } f ?tt"Yj? E 1 I j ,??? "ON ? r ? ? 'VAS t i ?»i i aa Y r t?3. S.r>k` .4 ? Anof ?KA aF r%tr( ta' UNITED STATES .Y 4r DEPARTMENT OF THE INTERIOR d •r r l THIRD-ORDER LEVELING GEOLOGICAL SURVEY ry?'' pl '?"Sa Level Datum of IS28 PI'. MISERY QUADRANGLE WASHINGTON 228, 9 r t + , Jefferevn, Nlteep w `'h na bitan ve_t bit. /??`?W J Q ut 2.6 m3. 54, oft USCA03 atontleN tlltk v? ` 'vQR cK??f -let- le1tt- 1on -1 of 7/I/55 Breiampeaa"P 15 1931" 18,734 r? _ ' •yYll,, v Heheren<e mnrk, 245 (c. NB. or [eoletl « 4. d PLAT3 s;paroedea x;lt3utn NNINR to '5"" of n t;elaerl nmtema t9m 30.55..&! ?e lief oa Y/1V3 n rY.l a Ovu n a lclon; Dnend O Brinnan, a C 2.6 nl. sY. [non<e 0.8 ml. NV. from] e, of ln[errorcm ¢uere etlonl 306 fc, e. Clna lev.sa. [eve] Oeeum rv 2rB mt. N bet 1.9.; 9 n..... ne drlverey e e «tmhcu 15 ft. A. Of OR- a Eenctr or N.l oEneome°en <m melee a9;ero 111.77.1. _ _ Pevltle NortM1reet Brannon, ehvu[ 2.6 ml. 54. thence P.O mt. - from] Al= tary ) .Tl L•+ adJuat Supplemenment of 1947 N? `eedln6 ...t- U. rS- PI.n Notanryl 28 It. 11. o.1 T R $ N, o hecchery lntl 20 ft. S. o atn N.l to j-' Ewa l9§o"et p; c e r a-. Caplet etsmyed "TT 23 R9 196.726 Ra(erenceea . 67 it. N, ar [st3atl in root or tell I HOLLY 2' / P IIr [reel eOppee nett wltn vetoer 197.0 _• e LA. 0 Interr;rcm gueN a t3on, 0,05 m1D,e c e. r 297 t e.ot 1 N, mllepoe[ 3x 55 fc. v. f v o Ere e Eraln? 17 rt. of center of Ed.? on bould•rl' Y ntaela1 a;uare• 335.89 f - Inte"orem gueN etetton, 225 ft, NY, of 6 C .l 11 fc. N. a( enter Ef N.i In call al g 1 T V9C6f19 Iwveling L1nee Douleer; etonEeN n let --o •T T 2t/ RS 1940 319.010 _ V A. 8n•]ton to Bangor, Yaenington. 1948 ((t/2 Mach, Reference rk. 138 (t. E. of tetlatl In N 11. Tw1n Rlvere to Olympia. Yeaningt;n, 1948 (45 Yeen.? a 00 a( 21ma . in. coca, creel aOPPar ne 1 th n 117.81 ?' YN Pelt Ll- 33. r ,Utek•. LINE 1. ALONG ROAD IN 3=NE- CON.R DP QUAONANOIm (Oy L. E. Nerrta, 4 a M QUILCENE QUADnNaLa 5=" ALONG U. S. NIGWAY TO POINT 19411 Book N 9283) T7 NI- NDATN OP I-INNOV TIENCL xONTNVLTf ALONG ROAD INTO No mrka tall on Qu.eren.le ,ROT he . i, .. A . Alit (pY 8. E. Jones 19291 Book B 3h01, rate, •(`5%T`IC a y V, A. Allen, 19YOt Hoak p Q617) LtNB tl. 4 Il ( " ebb t B.7 N, 9. r along Qutlvane•Brlmon ?aO.Y Ptlrf CRCNARD aVAORANOtE 90VfHYE91• ALONG MAW YARD QY. R e (U.9: Nlgnrey 101)1 0.7 mli , N. of Orlnnon? Voalte BA92B3)0 ALLYN QDAONANOLN (ty E. E, Mlrlt, 1941OID 1 A, 7 60r1n ee•wetumpt [coDDnefnel VSCe03) rtthroianat• (11-1-d Y 2.336 -OALee earvl?a e[ flan, 0,2 ml. S4..Il 30 11. 9B. ;f 1 +d A t pout 1.5 11 comer of .1 28(1. NE. at center pofoetd) 1n etN,aM.N leetl teDlat e1. , otl BpDaldlte feel Pack On.; 9 48 `^ mped ' 2 ft.75 tN. of41 fe272 nca4 1n eonoreta 4 a ` b 1 4 a( N,1 1n root on , e o •In. ceder a N 19 271 21g f, 'h, + try aappar nail r1eM1 rasher (reooverod Dy " g:U9) 17.677 22 J 399' Ne Cates eervla. eteelon, 2.2 ml. 9,1. art 0.5 ml. N8. of ?.? 9to'ryt11- + (tenet I. by DSCAOg in 1 31, by UM5 Sn 1940 Beer Creak aervlce a [fool on Ilne Datreen KI-D \ y Y eM nportea oat touts In Cob. 1952) 10.237 a^d xaeon Coune to ^ IB of banter of N.1 1n ?J' 1' d q•rerenee an, 217 ft. 4, of teDlett 20 «, N, of and !hp^rt[. poatl s e daN tablet atempaa about '76 N 19M11v ',{1 P' 2 rc, h18n.r then tF.. N.1 lta rakl 139.467 6 ?i ?' nhlerled e9uero (a.[aD]IenN to 19YO? -l'. IJ.00 Lt.. 5. 'L 3f ascAQS •tAN.N dlek stomped •P 15 1931' PRtlt ALLYN QaAORANGLE NM(NNLOT ALfNO ROAD TO PORT op A V a ? l 20,781 LLyaNp [8 Pms HOAR T 1 NENCB 7 t'It^^ pp>6T 1N} «'?5L 3t ge«rona• ark. at N, aN of V. td• or •11.1 L.tag• (double-run spur line by Y. D. Yl tntnton. 19181 e Boot/ / {C'? k - roll ?hleele,ifpt Rlnrt war D1w1 on eon- gueN PV 70 e) _nyr f e;u.ro 26,52 past Creek ee -t-, .tout 1,9 et. N4. f along N•1 !?! D Snnon 9enooljobtfcout ..75 et1, AN of .long po•.w•SI1 Ae•r Creak qo d`]a• eG f.- f rf'W spout , , of Lana In N.1 li0 rt. N. f 100 fG. NV, f he Jac.l 2T K.aN61 0 Intdinaf ou.a? 60 ft, 8. or Oro. or h1110 10 ft, x,ou to 9 in oonante pool .tanaerd taEln Atempea? W cnleilsdf?9wln•r t han n,-, On attar (]arl• blf d•ei 'I M 1 1?" 497,891 y MA 250.65 q. f^r 8r mane;] enae ark, on 8. aonarote ...0..11 or to,.... ; ^'- u.T, noel , 160 ta rc, x, r ut 1.8 .1.rrAa N4, t along Doe.rall lp. r v l.el.d e9uae. A9o.97 _ v.r naw••i 25 ft. e, {{{??L{{{ 1, Am 2 (t. Algn•r GMLN fir tn• In CW10.r1 B..r Cro.k eervlae LACIon. e0out 2S.5 mi. nL^ fl TO ft. ? C+ 1 F n.NaN tablet •tA.pN 1l YA 1910 159` 1 159.07) 9Ln( ' f fork. of N. leAdlnL 94,1 n Dar o N, alma « 1 ,71/1 t geferona• arY, 10•In. eueroa troel roll eplk• 502.x5 A t N^ 4 N Oh,..iN •v. , a. or tablet, oA Gould.,, Gar Croak .erv1a• ecatlon, eDOUt x.8 mi, NY. 0« IS 151.85 L. N. Sn Y .Ida 1 111 Y / "23 J 1929• (NDOrtN OntnyeJ prior t0 12/28/71) 13D.648 rr ° at of 2.1n. P- bra.; '2 YA 1910 x1) 41-1 all rt to G ninar• 4 ' 576.87 ,?. " (npartN d.-O,.4 prior to Dot, 1952) 217.397 B•ar Cn•k ••rvlve elation, About 3.7 n1. W, a1oN, 1 M'Inna• arks, 13D rt. Y. of 1101 et1 20 rG, S. of N.i Pear Cr..k flwd thane. 0,] n1, Vo from •!En[ ,.?3 F an Oau10•rl hle•Ied e9uar. Ll«Mal• Pan Ao.el 2B (t, at/, f Parke f N. x11,11 l.lry 94,1 l5 ft. x1, of a,, or fn aoncnt• / Dawnllpa BSN n try etlon, 1.7 1. L. o(I 700 (t, po.ea t, [aMeN caDl•c etapad "2 Y 1918" 56x.730 { ( V, of ; at f hillC '1 230 ft. L. of era I A .a f ae rene. rk, 25 ft. 0, of nDl«I In Dot on m. 3 ?d as 410 nl la « , f ana 2 ft, nbllo.r In. aoe of I]-In. fir trnl •opDer n•1] rich raah•r 562,97 y 1 • ter ;faq ?nm M. •{0• of lens k wtaroYl bar Crnk a•rvSa• •ntlan, s pout n• admah{••I.d 229.77 B•Ar Cn.k awd thanes 3.] b.. V?flat i IMa. I. 1($d I , Hte Y en Nnnl about 6.6 el. xv, r Glary Dp..ralllp• LI«Nal• I.•• Roam 17 .2 Y• Ana h fC. L. er / °n"?} f ?' elver gad] SS «, N. f Cor«LrndA nNter et.tlml «rke ar T-N. I.N1r,g N.1 In o t on a. A1d• of -%-b 'ryp{ D> 10 D 5 ft. bwl0rri 4o•In. rlr vopper all rlth .•.h•, A # v4T 1 ?d • •NaN l.t t•apa,, "]4 J 1;10' rA•1 517.89 ( 772.150 M.r Cn.k earvlee •t eelon, .tout 7.T nl. 1N, e1.Ni Manennro arY` 185 ft. V, of tnlatl I7 ft. M, of N.1 Pa.r Cn•Y goad in-; 2.x al. V. iron stare LI«Mel• :1. ! twine] nInIN .pan 168 7? Ica. aall • forka of CI«MAI. Iaea g oad I.Ning _ 1 t EY. M N, la!{r?( 4. ,1uet e. of a., R llal y? 1 '? `t pL 9 159 ft. L. er tall vOM`n tfldA.l 31 rt. 9. and f.'a. ' 1 1 120 lt. L, of tr. N. ,l In .Doom. beet; ' IIION Ip1YT OR V. S. NIGINAV 101 AXM 2.6 alit[ 3W NK9T Q tatl.t rtaap.l '7 r 19 8' IxB, B7] ;t 1 a1b1 •«NaN BA ivvpl Nt1rTINT1t 0 mm, g0A0 'no To "o,,RAS aofrr•na• ark. 103 ft. Y, or tALl.t, In root un N, elde 1 i 8'6N64J) (dwHe•nn .bur Are 0y V, A. Allw, 19101 Beok of U-ln. Dt n• trot moppet nell alto rung 429.o7 ? .t q•n...l , I A /you i' (ti. r, 1 1 , ?? f Y r 1 ( o t i 1 1 r ?, ?? 4,, R , 71 • c1ME 5 D?NTINBE? 1 5 t?!?Y'y'y B<a C k lve a etloa? above ).7 mi. NA. along n? r1 :Y ,g ,,{{?? Bear C"" PoaJ tM1enco 2 mS. N, from; 0.25 ml. Y. Et 4( ' 34•'4'9i f fork. of elm N. Ieaeing S. to Plackaml tM1 lako; Y r4 x6 !C. B. o! I. flat In aloe vita old N. ]ee]Sng -+ : to acre a p°aEl e[enteN tae lee atnmpea 549•206T,f 4 1 [ {. : ^4 N 1948" ki v'fl f n Poference mark, Y.5 !`. 9. o! [able c; 1n ro non e. U:? Y fa 4 glee of 30•Ln. tar rev; coPDer na11 vlth ? 549.39 Sy? AA Baer Crovk av 1ce etetion. uc ?.7 ml. 1 A;tH/` S3 Ber Crcek Poat: .nonce 5.3 ml. haml 20 I V F I a 3` 1, E. of tore. of -II leeJing 9.; 3 f "RI" tn.n M1e N. lei. l: n rooe on N. .fee of 10•- . !le 1,80 1 ' eoDDer na 1 vILM1 vaaanr 56 ??:?( •?.! y v ar.C ek n rv- a nclon. above 3.7 mi. - along ' BaBear Crcek R vt [M1ene 6.1 ml. 4. tr°vi 0 00tfc. w.5 mi. E. o[ rorka of ?cvatco 1.1 PoaJ; 4 '-y5,ta } o! afrmlc °[ M1SI1:.18 tc. 8. na 1`roa c; v! ']914 2' t`rk. o cr Sl le`evting IR.t f p° 4BO.938 r1S#St, let 5 N 1948^ r J a ante M ta4 a pe] qe 30 rc. N. '.'a',:" 3n ec o ld l 6 1 llr tree; cr ru ll v1 tM1 veeh<r 481.59 ' fi9rnv U•2i8 07 R Eng . a-d- d1.k "T 3 M 2 L 1 B 7 1937 228.569 Of qe re e r . V. B. 29th Engra. n[oneneJ tack ecempet •,p,' ] J 1937 T 3 M 2 L 3 B 7 242.00" 242.520 € YYY"""' MNfi 66. PPCM iU11CT]tll OP REAP CPEEK P0A0 AND ELPENOALE P.R '00.0 AOPT11 ALONO POA? TQ POPN1 OP OOLD CNEEK 1011 TID:NCE -T .. 'D ` LONG PORD UP DOID CNEEK TO NEAP EAST BORDER OP (IMR.M. TL "a OFNER ALLY SOVIR T ALONG ROAD I1710 a- QU0.?IIaad. (a, N. D. Nt[M1ln[on, 1941• Book PY 70 11 ,- at...Id tablet at .,ad '2 N 1948" (teatrtb<J Sn 562.770 - Pork, of Bcer Creak Road oat Elf-d Pne Peal, vl.. ,S `• a 1.4 mi. N.. or; ].B .1. S. of of OoIJ Creek Road; c onem ?• a 1e anton n n aM Di elmc otempea •6'v 11941" 555.397 7 x ? _t c De act a h"? 'a tervnee mirk, Y6rt.eoDD<rN. of [eblet;Lhnvrvoc n 1. .lee i or 30•i n. !I1 tre.. nail vi eahe? 555.96 ' S ParNe of Beae Creek Pant ant 1,3 Creek Pon9]. USC5et E 626 .3 + eteMnN?iek a[amPN 'T 2 M L 7 P 7 1 JT 62.66 t Pe !area.. k. UMC of fi., 7L tena9 eN B role 1937 .cave rg 624.925 J1eN •tamDaJ 'P 2 T 2 M 3 624.585mn 42 P` $ Porko or Besr er- Road one Oold creek -1 .bout 1.0 P of N,l°ln root anOS.lalae orf3Y?1n? nap Se lc?ee f5 !L. 9. capper na11 vIth valhol 780.01 '. Pork. of Hoer Croak Road xn0 Oold Creek Rood, about 2.0 f }i 4 m1. L, ofl atouc 2.1 ml. N. of 1.- o! ro. leetin. gle in N. .to 9.1 j r] 7 vn Unl on: n ,harp an oa .ntfnR AR'•; rcNE.NL. f muIn vU (m d± ft. L, o! tam N. ] Pd N.14 In a [e poet: ecanmro teb]ec a[emp<J 1944 non 7 807.800 } n i 5?7' Periaencf 14.t n,j4 tl tuvMi rvt teblac' in ll .atones •ner 810.16 17 t 1{ Iorka t dolt CneN 10.1 nrdi Val.a R1 ver Roado.leoe'wt 1.0 + ml. V, 011 7 fl. 9P, of N.1 fn root on 4, of tl-in. ? J'r, Z a. tro•I ctpMr neii Nicn Ynenmr 83u ,fi) J 1 1 .; Porxv ( O.IJ C...k Road ant Union Raver R.I. 21 !t. Y Dent,, of h ..shoe bun] Sn N. 11n cone n t• 1 po,t1 . ,r eN txni•c atamp.J •8 Y 194.1 791.979 NI R.rr ranee uiry 40 (t. 4, o! tablo cl In ro on G, alto ?tW r or ]0•In, a vopP•r na11 etch aaa<r ne 79o.08 v? '?? o Po,N, of Oo1J Creek Pose fN Vnf on Raver Ro,1..000t 1.0 .1. ]Y, v!I fc [t C. o to root on Y, .ter of t 6, ]o •f n. tra•i e3 M, nail vttii va,r.ar 477.50 '. ? IOrM• of Ool•t C .k Roe] aad Union REV., R..1. about 1.9 e`. ?Y. orl ltl rc` se. ar roe in ew..... paeq VV 1 AY9 • u •N [.t let a •mDrJ '9 v 3948• 572.691 `y+Yµ?,i" R.fennv ruck' 55 ft. N. or eLlntl In root on L, .IJe l i1 ID-tn. [Ir e• copper ne l! vt Il ...h.r 57..54 f L., •t an1AN al.L •canotd 'T . M 2 L ) B 2 1917 Q y, t V]C o v1. 711.7)9 Tr c nt• 4 x •nt ° ?? R.fa ronc• •OO !t. R. of t•b let. I. t ?o,tl Uac u[ 61 t•r't• t elan nee dl•x l,mDe lac } I t. ?y _ nM ! T • R 2 L J D 2 3977 712.1(,• .112.950 ?y,?? t J ri r tFxu LI ["1^7`'67 WIN ANN, t PR;w rollrt a eeAx caeER RBAD sfnrnmaT ALrxn ReA? tNro t' M1 1 AtLYN GVALM AMCU (LI 'V. B. to^.:n ul, 19401 foox rv i+" •1 •+ f ' 1 p.ar Cr. eY r rv an . • ton, •covt 2.9 st. IN. of y( -'?) ?1 ? (]a.ar lla Jr t nl Lt nrlSJ 'A2.Yi 1 ? Rm etrer -11. r.,1 an Q-4-". aro 969663 ,t 9 7 ??,, .:; t , a u.• r r?i h ? ati ?I P f • ?.31viti 1 bR??dl? fit; a !4 s u T P„ ,:y `, 1 .I )l 1 - i,1 [ 7 C e 4 i , n ? lIRHr L .. - ? r110 ?b R ^..rm'nr.•.vrr.m..'^•.nm.w..rwn . ... ' . . .. ., .. , . ?A U„ S,. DEPARTMEtiT OF COMMERCE COAST AND GEODETIC SURVEY Seattle Regioual Office 1301 Fairview Ave„ East 3ear.l.e„ gash„ 90102 June 9, 1964 COAST AND GEODETIC SURVEY 5EAT.nx oi+FICE TO DISCO R'IyUL SALE AtJD DTSTRIPUTLON OF CEOI)ETIC C?r]TROL DATA a _ Eff?ctlve on July 1., 1964 the sale and distribution of geodetic control data by the Seattle Regional Office. C&GS, will be discontinued„ This data consists of geographic coordinates, state plane coordinates„ and descriptions I, of triangulation stations; descriptions and elevations of bench marks; and . control indexes and diegram., Customers should obtain this data from. The Director 3 Coast and Geodetic Survey Uo S, Department of Commarce Washington;, D., C. 20230 Descriptive circulars and price liota pertaining to this data are ' obtainable on request. i IRA R,. RU60TT014 CAPTAIN, USC&CS .. REGIONAL OFFICER x IQ dA.1 Yrd au9e !1•la*Yd Sb a" k Mok Y3arWYr3 wStIN NYIINYU b Meat "I'A err MO.O Li L O AL . / a w • ; M Y'N-A W nu• p •, t, 1. 1 ..... t 1 9 i -- 1 t LL T'S d -• J J 9 11 1 Y ltl t L- 1 oe - o k 7 6 1 23 I'll -1 1 0 -11- tt m ? 1 o n?ILd1.n I?lLm f ., -J.. ? '•ad and lera -Sl. A•yvrr lleo tailarm?t • /ICL ,.Y L 11 . - 1. r 7 ••W ! L M•o • :1 ZS (L Yuu'6 6 W1 1 L 1 ? L i Wl T d S tCG - ? . t I t 201GL r P ? s ? 1 1 ? 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L»y •e•1'o I lead a.nL.ra rd 1,41 1 1 W Lop w• Y Mo. r1W•I U 4 eu A ' •a IvW L Y L, Wrt1 L sf lt??yN t•r L+33 'nau M-T le I i 1• i r Ir N wr ( Ip f t M.Yllar o • . ro ot Ti[Yl+ ( d LI•. T W •u•H. Y f 4 r1 b L KM• + ! rc 1 l rl l t - urt4w af. trl••d, l.tln• to r f •at ?{ .1 a S tLY p ' Trr •40 C l4 »a Y••+, ••re Yf•N 04r•r •L 9•M•d lw+ 1 )I j1.I al• nt tr• t•l r y , • a t••t•uuth•••a yr • Mar•t(•P»I»le• •PI • 1 17) 7 arears b a v r. a . . Lt/t ?OIA/•In ?.. rJie k: I _ _ S a f r ? r is e ,' i' e th t . f , HOAA FORM 29-3 U.S. DEPARTMENT OF COMMERCE L REQUISITION OR OnDER NO. L NOAA AGREEMENT NO (11-TAI NATIONAL OCEANIC AND ATMO SPHcRIC ADMIN. . GEODETIC CONTROL DATA AUTOMATIC MAILING LIST AGREEMENT INSTRUCTIONS _ (Sae reverse side). Return original and o copy to the Notional Geodetic Survey 3. DarE Information Center, CIS, Notional Oceanic and Atmospheric Adminierration, Rockville, Maryland 20852. FGPR-IL- 8f 19 ¢O A. APPLICANT CGS fE-T' FFosA sE. ll.V ?6 'row1JSFJ.)Dr,?t`J4, j8968 d: r., arr.ll.tt:.Gatt-f 7?waL, Gwsr E«ra,. J - f i , L.f 1 S. DELIVERY INSTRUCTIONS _51+191 5V ST v.?hY po sstrgt_? 5, 0 New subs.-ribars a:e ier.'aestrd to camylnta All oppliwblc items. 7. IMPORTANT NOTICE 03'A renewal of free subscriptions is required annually by the Congressional Joint Committee on Printing. Your signature below indicates that you wish to continue receiving this service. Your name will be removed from the mailing list if these forms are not returned within 21 days. -EXPIRATION DATE g. User char 0' ge subscriber -Review your requirements and <on[(rm your subscription agreement by signing item 13. 9. DESCRIPTION OF MATERIAL DESIRED, INCLUDING AREA. Hori-mal and v-i-[ date may be ordered separately. ri 7 la 2q y r f : a3 0 y7 Ja ?,I, q m ys 3a 3 f l , o y'/1;? 41,L/ -l Fr el 3 VERTICAL (r' T AL y?OIAGRAM5 0 OFUCOPEES 1=1 CO t N CONTROL 4d'/o' AS'(o 0 W 4F oG t - ? 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Price. will be based on the current price list IL This organisation Is qualified to r ceive hee data and diagrams as: [] Federal Govemmenl f gtnty or LoenI Gnvemment Educational Institution n Library 13.AUTH%ZED NAME C am`( Q• 2owr TITLE Ca 4 9FUUCTf01.1 VAM&IM CCGG OFFICIAL l (Applicant) SIGNATURE DAT /; A.P1LIl. 8 90 IL ACCEPTED NAMC 1.- FOR !.'I(; r N DI-W, NoNonol G.ade Nc Survey Information Canrv NATIONAL ATIONAL F N.11-1 G.odetle Survey NOS, NOAA GEODETIC SIGN ATURL d r DATE 2' 7 P ? 5980 rm ; l ) - :o l J SURVEY 16- Wa 'a .. ,i :. ?. r, r. hap. al t? y! f s J .' 4 w Cr` ?' r i l . ! ,t lr , e n itei * I " r 1 y i ?(t? f f; Y I u l? ? 1? 1 i 1 1 ?S I •,?,'} I l - ' t Ifr?? i ? k??? l l ?? e.tr r I I A +: ? r.v...,..?..-.,?.....-......-........ - J SKY yon f b OIL, 1 I ,i gqqq # n #s by % d see rio 3?bk? %°" . 9.,rioMm? UI9° " } e a?« w e' w ? a w? ti n v o? F $. as o.: a.? ,". 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OP WVIAX, --BFI eE-ardor- ONMerd elevation. D.eea on cne <u-lava] Detw or 1989. 'role Irk RRELA- evpplemenc -d August 1994. and t e` e1e94g7 ° slew. hn<°.rehonarn ee vv vv o e m one v° v reva)uecea 1 c oId cork (411)967r the ae dvnv l pr na yr 1950 Dj v rer[y euper- r t 0 i t Y CrvlneE° yC°v: Or ne ' Oea ra dv a In 195: DY e per ewe D r , t roe eve v1ev03 In 1900. Y Theve eivweivne ore ell Ineed 00 n upplementan vdj.tt...t yr IWo. 3eoalTtlda e4hr hdeul Inch [ion rlchtt vnecc [ AL 0 DIC AND Rf tRIC ADMIIIISTRAT10x, °VA91 Pi0T00N 9CNNCKn6sx;Tm o O ° - gN1- R I tAMY , L 3ARD 1 (94TBL16) lJ Z46_9)P.? f 139L) 1 1958 - t. 9I1 41 18.993 1 T%3' V4E3 1 .8 OYR? 1961 T "I 8.]61 I L 11.9)0 p IROV¢n 1968 G A T 9 8.255 B.1 9 TA , J 0:184 4 80L) T 10. 6 3 P p 01 ) 9 8 r V h a r3 @Y9 lD.ysa 18:444 hlt8 nx ] RI. Rx z S- LI 9.k09 NE TO x IDLAID) AIRPORT 8:i"P A 11 11 146 De9'76rio 1994 Nss o ?85 19.4)6 R l. _ 1L Txe germ LL. AA- t ] AI.m --D 1957 , 3 'vT TlluLe ,p '!. ]T9 ?L•^iR0YCn3 196tl R pb4 7.094 2 TD 9.0.0 M ntn ClL4xt1V1 NY ___ RECOVLRY NOR, B[NCN PARK R ABG0ptU1 ... •.hlnvl'n ...Any. xer y4nrr w t ND,rd,?•nym ) h ClG. 91 o. `w?.r..••rY C!-D`?e?•i,rY leY r.. .. .? ...,..` 1lf4?! )9)l •• tp nh co rner of [ho•Iwt foe Rf North I 1?,M.4rt JNNhtrhhti ?ln TIiN t on 9r ] .ll. nvrthw„ ,lens n 1 !test frp. Oenen rrY •[7 IC CY Alo 1T.0 r utnwht of th, ro [nw.t sur cr I Btrut, d c,e[ . .[heat e! th nu NuI[. sorb r Jn !rocs 19,8 f,ec nertn a h. nano c me er t e et eel lonedir, ).t f :'tl:tut,;riitfhfech "`sorb ::1 hf Ch`hr iniltewli elon?°' 1 9.?r.et, .heat 1 feet n1eM1,r [ °n et enrderr t In NY tap er • cn ,pert proJretine O,I fwt?eonehhe era -gmar R Atl'ORT ON 000DI CIM OF M01 MARK -Ar Orpy.xt_M. xrnt !•^.._ Iw a rn.t v don Irer\,ew 1 le Iwtn r e,re.,c t.e.A Ne•r. w I.r,w rl [M r,r\ •\ 1y77• .... .... .. ...._... uB.rea lpnun n 1t cu xexk ' `. Vb:'y3.m"? kn :nn55t n'OFey. x. r?Dnr 09 D.nN mark d t AberEVen Nareee • rr r.. p 1 19h8 wvru s ` 10k Y U?.ir'. Y`G?Jr1960 At Al-- IN it eiv —.t... a°e "y,',r t a er he cwt eT enttiao A: n a.on n?g, e pklne unlee enHSgn 9cIno030 1 r the cD ° ttotl[Ii ° Sea o°lhl, I.0 teee n r n f Ns fee polo„ 5: t oath hr thh e r t° norm ,htrnne, 8830 fast e° DD 4 of • elaevlkelaetling school, nd . t + icon Ir1 er Nen cnr .venu,. .' rbhro)°en D1nca1H clnn FA°N n66cx x'nA rre yy DDr GG9 `Ewc ark alhkAeerae ye.rDOr r,.r e` T`43) 3968968 ?? `C6O .-D c the J -A-1 of B, Arena, x d xAYCID c.r°vctelh.... the ih:s)poI., ibi fee. voucn eCXeDN, 1n ehh p o! [nv )Nfr.ac w a.a t m r li?h 1h..... or leetll4t -I h, 35 ac n ° of [he . ° °t hlgltial [NnntAIAtI... `ahh[hfefNtht !Lg pole, anE ,boob f Add, RECOYEKY NOTE, RENCH 'ARK p TIDAL eenlnlveh r..., arer N r 1` .. , n A.e un.,,•v . 9Ymn d M w •••••••. •.• pr111969 r 5 I,.- n? ver dlv S k •'•••••• C] Notr a -COne ^ld.red --y Akov . ANThhuvhule M °VedtOt eEah Naha tens merhtly n M. y a. ° Neen mor r cror tl RECOVERY NOTE,-CH 1ARK p T" ' e A o.nlnyt , xa Der 1? It y arii°i'v6e Aeen N I'D r R9Y^T`TXAC?AE,rd":anro.[L[n lunecCOn'°[ „e M nd •OaY 9tn,tR,r)1?n 11. e•e ,1enRCM1 Northern r.clrlc om he cr -n e T, of .1- 11-1 ena pench RA TIDAL i ), a cap hoi:n. n°rlnneec Id.1 AD Iron D.e. r1,n?e er n Ie•lnen ie .new°t' 9°?91in t i " " th, loon T i at)t,r 1 -th .1 1n: It.. a ,Y°9hn,e, lire r n•, taE t perarDolt t[h hevh gu r1 ra. and b.e lot . r et ]Ighc,ten eDOU[ L..el rlN [h, • not.. RECOVERY NOTE, BE-'IRK R A6-rtl.... n.. . 3 h -.1 ` 4 ran C. 11 196tl ••?? d0i Benrlr?ie.rk AD- ..?ri A...i. CI f ...u?.u 0 ..r•.91954 n?.u..-n c AL.etlru, .DDYt J00 rr.ec .11th lr thht?e. ..... bf xe.. TIDAL jereet tl lMwerl.l Avenue, O 1 Ie . t r sneh wrY 49-revs-nlAh TI9X, aelhlhln8` ,tn =P VnAnn T6 - IOT r,e1 n °Tf [hh r r llnh ar h. • t .R,tuNrhM our , . nd tar f of thr cullnvehh°1o ,r f meal ler °..... 49 t?,1 hiNrtrt n tn. tronre. Rdt of • t TNk IuCefnt Plhtrt°r+,NY the "AID 11- north el the eD.,h edz. REWVLRY HIM-CM'ARK R 1IDA1 t .rM1InT..n ?r O .Yr HAI- [? • ID?O] L n •u TY Al,n ] _N•j•l9 fl 1960 ???.. ?? t 1U?rairn et t,e) nei, xYrtle tr.. . In TITN, , len or lneu r[h41 -d- Inadu,11. FW lent Irmr D.ntn ..r°ftiDii ?? io i :]ih °hi `jo?rwt. ec1 tcral nlhhh ei u n . reitn Ire rltn tnh d?It. 17 l -1 wrth..,t r un. ei tn. w.: o! t utn'utht+R `i °ee,n fh: .e n en. .1 th. `°. - C. 11 p.h1 net °i ln.Ncpeen n.Nth t t.° gnu rn0lefrih'tte ,ntitnN?.o 7.1 rot .:11h .e port,rend rbouc lrr,l 1N r.ti RECOVERY NOre, BE- YIAN R -- yy{ ? nBAL J m.. w..nlneton ..-, r n xe r Ke.rae.n a..,.. • 1 w.nn. ... +.- c itYmn 1968 Ae d • ? , r• At • A. 4 F . x er Nn i •n pp ? -•• •••• U09 Oench urk dlek U?9 u) 19J9 • y Y. ` AI AErr?ven. a 640 NYnla 9 ne n PYN r17 Nr e c Son 9. r. r c e I U n !t ' 0.15 m13e o cB clone Myrtle 9 eK lrem in Juneclpn of n Uecr1[Ael 6 e[ Nyr[le 9[rwc Arenu 90 feec nr e r the c osefn ` V l e, ` Nlfw , 340 eat ate chs enctr 11` of yrcfa t rcM1 `rn Pa cltl h t r ? [ ? h ? 3 re( a e e ro e e o r t t , n cep o t e a uc &Y`OSCyeDl Company Untenr'/6pp1•nt? •ndlteouteltvtllrichktlret-.t, RECOVERY NOre, BENCN YARN R L .. N 3!4 wv .nln4teh. c-•n Once N12O1 e9ulem 1 968 6 l ea • e O l v . w 4549 Oancf"wrk dirk r w•. ? 49 u•wr T 384 1947 ' r..n X0.6 m1lo?te lanL c rUr?rn Pa 1[ie flrty c"1 N ctlen • Nonulem 1.05 m13e"r No olonL he Nortrn Petll.1 Pn1- E nark T3DAL J. fn p e ca` mn0 3?4 feec .I. mr yfrom j and attue n e[ • w Orltea ov r NvgmNm eC e ?ii°'? of the do open eerveeure. end me cce s e end .5 feec a 91[eei Sewer then tta n k. • n REmrERrx4re. BlxcxwwK R 4 ..? x reer Y a 2 5 om w e" ip ,.. _l s . . N i 1 vten. 1am n. ..: Av1OB "R,r .... c l.m .,u n X U?9 wnu 25 197J .699 ?C9 Dench ur eiik U 4 ? cne touth•c or he Ju clon r Bch mnd L c NonuNnK c et e A ` ';% cn c • ne nwef e t icY hell, !n 'V , In t ep a [he'not0"u.t"Oelnetnd. nt tn. 7"' ? 4 af5tneec n eo Isee er thenemflditB,ems`?E000 '.. mY* fit niil':<_. ue tere.u. f ?, _, ?n? oenu lpTl Bencn w4nA 1. V 434 e,o^ e•n u OM.yr Xer?DOr 9w1.n •.ir.rtnb:?,mr c. Ymn .r..? e Mo ? u. t , Apr 1 1968 c 9ulu n•• 4] b.- wrk d- erww 1V 43s 1968 .1 - G l " U 9 urd it Nu9uum. fn Blbu TSeX • e[SOn 1 3, ui [lnetlon of rr•r lt w P Bp . Etll- - 51n 9crerer . <le: te t • t , 1n r I Llncoln 11 f tI, norhwt[ c rna o[ • r r I3 routs the p t (..Ii e eP S Ttteecln epl`n)51 fe.Me? a r`lln?ttf lmtftsn f LlneolOP9`feot• ii tt eeL j Ary?? Oy, of t,t c t .dr o! the walla 6.0 t.ee • o` t t franca, 1.1 a . r.r r to .. nr n tmntr.. DwiaanL, n 1}`leet hth.r I- th. tve.u. 91u1 L- 1. -11 i9u .- RE-VERY NOTE, BENCH MARK 3. }' Bwnr,• Klu H... w.r1mN.. w•v a,q. Y.,t.. u.• Wt?1r . i.o elleaw L w? o- . Beptnmar 1953 . /j Y ,n.t ttuWn? 0 RymLtlw•eNtlr YY fu.vr m 1940 N r' wkw?l.n ri• uet ela trw LrY.n Eulrle 411rt rrr u• eNtlerr n ' ?w Y Mt yu N u. euu nlf er wrru u r et? Ml.t 40trr` r+t ? • pd$ M MYrw N • elP •tgiffY ai WP, Y.f [wt r.t N L Y. 1 T i fw u eernN N ?e.l.•L4 V D 1? rv?• Ylr knr w wt Im t.t .r N Irr n fin. ' , ?9N rn r• mmw tnJwlfN RR 1We mu • wllu N rrnN e,rm W pp i lwt etvw w Kr.erK. Tue r. ,ewe.A amt m.n eernN tLw ersn u. Nn N '4 frr w wrM1r N • e•N• Y eN.\ It trrr. tV rr re rt Nn.Mw uett.M. GEBCRIITION OF U[NCH MARK ?. L Y, i mN 5.r. tYr1Mw t«.rr 0nyt Y•r•r .+ 4wtu •.rf••?n elr i hwr rya Mt Fit?l D1111??3 Mt M1N.Afn r«tmru N ew wu nll •! u? l?? \nn N t •.lw q r••triw N • Mtr elw .\ tm. w.\ w el • t141y r u• rwu NN N ur rat l) rw ewu•rurr Y r .lP •rtr1Ym um N1Pr A Mt rr.wur,\ N N w~ eirrrkte i vrut. N?«wn?. Nn f )w nu ..N..?ni. u? ?jn)?.tiy? DESCRIPTION OF BENCH MARK wnmrmn u.rr atv. N.,Nr xWalu? %uw i xseer role 90ptnmeer 1952 ?A auN?N?nf.nn 9umo.v nOeR11940 e Neq`allu ` ui.O`"uf eun"e rlnrtn n?140 Mk r?? e eulAt r u. M vel ? I 1h, 11 W p•aJ?Llnrl 1rwn.•. ervr uN e.i in?W of • vennN?Nr7flO.e KW eaarenN G`SC1N:,^^•"? RECOVERY NOTE. BENCH MARK 205 Suu nuNµtn e ee nrimm n•r•,r.v. 0.6 Y1?x I4etor r Vteneer1954 +w ua cmcMe I m?detlm lh vmv [uYn hN Nm tr a??r. C:'•'l...J.':C• :::.^• REC-ERY NOTE. BENCH MARK R wk awlmr L[CwmvT.4 Date sapLmherr 1953 u•rYmn.1 m•,A Bremen bw Pr Nr i-o" R 3LS lqT On. a - ALR.wtr, t y3.YN Vi? K, e•wt? rwt ewuwet N tYe r tpm.q u. W r`.r: 1rdBK 4 wN ? n •n? pitl N lnten LL•rperL 75MI••erwW .f `ur"•i eetet•Mnlm N M`"e...w .?id.eor wrr.n .r u. n?.lw•: Je?tywfw•.?.u b •m?::ir :w"i :e?Oet?rl..i aunie. • m RECOVERY N=. BENCH MARK R w ??u94T •Nnebe row C.r•iNOnre xsreer ck...m..I ..r lew.n N.t l ml. m S.mN?i•? Yi1q/eiw m•3B5 1941 Om.ra nnn rml RECOVERY N17TCe'BENCH MARK ?.n0.ewtulr n 1 mr a P e rbr C??.1 ?I veN? n i/aAfPr mr L,.r I o-xf 39p u?:en;A:e er e w Piet n PlCOYeRY NOJS BIMCHNMK R -. T 3f w.. Vtuln[to •.n Oreyt Nuytmrorr .•. Ne9u1? ale9vl•?•,•uY. 1 rer,. ?. AprlJ ly6B ood u,... -009 r.rti T tf 1977 11.976 w Uo! >mcn ?iert NY c?Ne,N'. et th. Jutttten?IF Llntnin BtI- (V.B. Nlun Y 1 1) •?erN Rmm r A • , • nn r v Llne0ln hoel. In 1NV 7I7Yr Ytrlllea t. In N .aet`,t Bt tn. Ia1 (ftlhr taeT"N6 amt r llntnlti tta ema eft4?etl?pt? aM`?aeut J{ fttt",aNttrLNnrtst ttt1 1 R 1' ?sy9'W T " Wf7A' 3 1' rt' to l•. 3 4 !Q Vr IYY NqN^ Me•M ? l 9.?IV`! tit 1 1 ? ? ?? N? x / •JNLII SlI - A? ?S, l? ? ? RECOVERY NOTE, BENCH MARK R L3 (u?ca,l •Me w c ? { r 19rrf e ? vert ef•. Su r r t l i%9 L.69e Owlerlwl f on ? F O LL•plh ww lf.p•m ]tn•M • xmul••`1`utn? tllelrwy 101 Ina M• Munwtlm of MN1r • n et W M Mx•t rtl it ?` iu N t"p '? ew?`j -i r ? . . M [ ? Ma LL 3 Mq:r ia ?t• • tp et tM • ??? 1A,9 (••.'wu"ri etl r ? ( ? _ af • eMee. flwr. W w N M?.np ee11""` Mrw Pnlwtiµ eiRi«e •DUn tM [rvure. °0°L ? Tf• S• • gwe wrt uµ ew• net •ppnr M Mn Mm ef•turpef, Oe.trq•61957 REWYERY NOTE, 6ENCM NARK t] A` - ? I1 1 RE9CT 1937 (U5097 n. 4uMn6[on ?. OµyC 4aYrmtnor q 1 m .E3 mll, n. y? 1 V.eM1. o r.:nm GG it 19v?`6? W eun•y ?elek V9O9 a'•ti •1 ???1f1939 ." : ? u. a f 0 '9R311?• i ahe Talon Hfy? 193] t Y 1 lffroe e`uthvseur"Doers[ 1 lr? ". Aq? d 3 ° YY 4 .0 tf cM1e e`?eeet m efU.wtl H 1] , 8 M1 µ • rm ar V f nu[ . ^ f ` ' c" e 2 r h et mn.1 e a 6 e i is i plg :n" h°Lnlin RECOVERY NOSE, 6EHCH NARK R ?+ Nryqul.YRm w 4eenfngton Ym r [d GS DenM•urkR mllve n r[1 1 Kee °Y,cjPril 1966 •, •?E Cr rN.`^A n?v Dl1E6."h.. b- ?u1le`.?EteM1.k ?rk i -iev.J D°ec oxen r eJ g . i,...r RH VERY NOTE, BCNCH MARK R °n«??tiea!w?? :.ihai:?:prv wrMr net `^'il•e %•A eu.Y?etu.e•ry.HYU Su'.n.. Oi ?Y 1917 'M.(ala`t wa3wnM.•trr.e, m4M .mem HM••. pu.U RECOVERY NO , DENCH MARK R O nw. x.e1,3 n1• i tiu' `/Lei r f.w?uM. Y,e?AUeuN rlY sue9.. r 9. W Wf 1911 DNe:Her?? W' ii wl•• Mru .7uµ w YtNFn t!t Im M• Hunxtlw of •IeM w •1.9w• •tn.t• w '•tea ai ?'•`? r•, f9V1 p1•f"u. r m"t 2"W.'2" .f ?'un ins 1pe. l rtq •I tM •LLm••yllnu •f?• •M -retry H (t [CW W w of u• •ruHlx'•I 0 ? f5 • nr tM [n.N. lu.l .sM Me Nrpxl u° Pn1••t. .. RECOVERY N-. BENCH MARK R ?^ ipig9u R••.r. 1959 r L.po etl vis a9.Y LL3•• MM Su o na W 19A ns1.< 1999 <n?i ?rawq enNN?omV 1•?ri?io M• ne. ..i9r 1n tneLLlSM1r`eom.r or Me Dr1 t• r...•au `fix R-TOK RV[Y MARK Nulw,uurm onn ... . le a ' rtR R '?Y ?, t6 IRw.,ur. _ u... n ----- - ---- ------ w? n ?? i .I? e„ .? RECOVERY NOTE, OENCH MARK - R wo t 1933 ap?or en A. n.r,.n ro,.. r'ReV° RerDm Peprv Y I9?^. emw•eM su a r ? Wmmmmh :a •.rk we4 r mtl• rm Ml• Mek? tM e1I•M.r• •vr nlwma• tM 1914 eueelp[i. ewle M r•mt. l h•r nt•H• D [IwJ•e.6 me w. e„wp. nw.ga .e tai M: a.°wrtritm em. Me ne ib le••lmm g• P L m Pµ.1 L1n 1 muh. OE9CR3P1fOF 01 R[n[II YARI L ] V009 PEOEl IIYO . Vutrington a N.rpor Ilumpt Iilpe g1 nlles a w.r JnRf` V uut" r„rl.. 'LET PNONT 1960 nl.ll.9 Ven n. mn r en of NINnu.ya ' Np rf??llumD[?31pe e67 f Rlror?Erlugv^arrt'lgIpnm[gp; [uo1P?.U100 [„ "uoith 1 o tMfe !e Lh l tqD f • lonon p P.ol.ln ni nnee..heve 1n Nrvew. L 7 (U-) [m L 7 (UN9!) AS- . 1.798 fe•[ SN7.:lI tf' p`M1.?'^Lr••^ RCCOVCRY NOTE, OY.NCH MARK R n Ha6 5.t. eu'1n.ton 0 to Or.Ye A.r6Dr ?. W?w`im,.??. + Al IluvptNl{O Herter r Novm°nr 19'.9 •r M. J"U1l `ara Cat Su-1 1.].991 N 26 3913 w Poet Dent a rWl?l m: IT. port hug M n Hlt er .ur'a : 0.°.nC Jll a 'm.r6 •1• IIi"loml• l gnen a in [M 19#, a ue 1 {100. 1• lmn p In n? ain ?5n"i?.a as ...D e o. . hgm..Y nwe.°r lof .m nief'iai•, we .••t el •t.MoM 9uL nµ •r [ tb 3. ? Cn 0 r..?Am t"`: ;.DtR • k C ?+ rr A NO, ?s v 2 ?Sr 1 ? ...,Y.=:ati?r'...'' _ _,°a" ; `gw wy _..,e k., ?- ?& r m+?. '?.?"'?`.:.r; va?''•t * 1.?..?..,. ?FM1 Y? 9 t r?( old. ?' ADDSTSOIIAL DATA 1 VA011[xOTOx AYXIL 1912 PAO No. 'Y i ir...i RECOVERY NOTE, •BENCH MARK R ix.r:MarwmJnm urr,m mr Cw V Mr.un a, ;MN9/? W 4efANel m.rt Sr wt J J] u m as JJ ,.+t ue?r . ufon t. mmen)fn..... a .tuNaM RECOVERY NOTE. BENCH MARK R wry a (a A.as.I' rMrr. on v Gnn x?mor 1953 wY•, ITfAm 4_ a .'mil tmne etreor su r r ovem4r D.WIM TO ?aar,rod 1 Th. e11.en> rwde4a n I...mr,I... ,Mn.11...I It 3t- pO,ntd?ndltnYmkrk „ T-I to e, eDrt,d. 4"1".d•? •'^^ RECOVERY NOTE. BENCH MARK R .n. 6.x6 u.., Rin`ton rveoemr4ae tht t..n MmDt' llpr 456 vu : no. o rN4rnar Tw e e 1951 1.11, alb dl.kn 5u e., 347.253 E 26 )933 DwJM n DN xump[u?ip, 3rMG,E`tt 534 c11,I?ti . ?•tlr:n Srtie'19U :?att nprn N, . e trrln N, irf"T n ebrrror Dou1V.e N, Net nom P;n z -t te,i933 dor``oricuw. n high-2]] ?1:Dw{ SOOiy,idn :.:t of N ubkTM,ti11•Iiomnu0 In t`n., trr96cutY.cr,Dttpn 3, np lOM,[ In u„ u.. '?: ? Y'yt.r RnaRr ox rcRNAnnrr duRVn N RE •.. ur..,.. ?..,, n.n.......,F.i, ii iwtio-iw.AVV. ^•••• rte. lu,.__ __. ? w.......x....2812U _ ..wx... ._.. o nn?. n ! M ? u n nN..f`.C.t ioR" ar .'frr',.nlnl.r f tel. . «:4=1:rr..°7" RtroRr nn Anrirt ru.nr N?Rft ••r n....r.. rr.... rc.?r N...•,.w 5.0 rl.lyr'ZA. 1ti ,. b lal i .Il,r w. rt. >'rrt. n R . n. . !1 'or.. ... nt.]f14 U .,.n 1? ?rt'?',Zl.iiiN ? x .V ?Nr?v ti.1MIM0.lM 1.1i tniw J to w..l ` y. w .I,u.r, Ywl? 9p W u . ?' K Ym',•rIr 4 f?`.r uw V w 'r rb.,.'`w rnlrtWiW •wr,N`w t?'????,w ,w r, ~ IIrN L rMn4 I. .rl t '" yw o R REPo0.T ON W-MON OF BENCiI MARK xId _ OweV r_ nw tn.. ww..M Y,-Jxr.? - Ow-_ Ibr-- L? I.mW m lemJ tl,. rw __ -_ ------ "order, d'e]w (Jn.,rt b lltro tn`J,t) A , . nwnr •H 16nrwn t{ "m n "t".- .r ,.. .3.wt3.x a.urrra M. wt, 1 fniuLi 339)I.`n [ ?I__u.Ly.?LnrR tJ RT 432.230 Cc. PCRArAARK xufvruxusnomu O'5:.:.e ump Rr>ORr OK xFM n .w.R4. I r.fxm iJY[¢?:ryr0...n S~ W Lnxn p W n p 1? uI ° ° ' r ••• N NrY.M lwY. h qnn, w, ul4 Rnu ru I, w,NtN N , ! ue.w ? rIM =r7? RrroRT ox vvcv NARK x••?•n'x•"w ?, Axrxr w. ntn. Yr lur Y,NUI tW w. . N W ?.W.91 1 'p^, u3 n + o r 0 'M o . .)o?i1a. .. rm x.,.w? n U n ? „ w O.t Nf.t 1a4 trM w.tr f ?M LLr,.N.:w2z.'. IwW`tt'Ymm rr`iMr u IN rwR N w b N fM NNnr V,1+M? •uW,n MW LfM wrn WRrw,4 AF,w rnkrw ?, r jwl NY ,A. 9nrnt. A ,tW,r 4u nwp. ?a".liJ i W 1911' W M Y w b M, rrn. Mu .n1M W 9 trY, .... -.1 ON rNtNAxurt ,xRVt> u.RR x..n,....r., n... ..4uW1r 4rr.,rtvr ... a•.w.wr.W ttm.r_.......-_ 1 w.. ......r W..z]?M19]1 r.w..u - ' U ?i I u r: u ..Ow U7 r).. nw r w W wmr MmN.r 1 wrn"iri.Ww?u 3 NGtuW Y::•?tu v ,?kY Nf u?' fiy.t'ao.4.in i n 19O)w' W ni N wrt.` y , rrrN.`ntt rn].nW . lwmun .4r. w ! w.. frN L 1 rN/. aq a 64p'kM 1 'iX I*1 '1 n T-W R !•4 I I'll N (d` - ? ?-+ 44 - G 1! . ?? r l h4 ? ? '1 i ? ' o 1 p r -.1 ON w^ '•• > AnrNr a ER.., Ev vrr repK v.."?••••. awe ..l -.li t ..... 1 u... SSi T6 1971 u . x ? ? ! M ei .:msrw: wn vral.w W 9wsv.?.r..?m' ui. Ir.a9Sf' w Ns s.."'iui ! •uw t. n.HA x..."u....:.: tYF/ L,ropr ox cuwrlax o4su::.•[. w°?(a ?asH w.:....?.. ,:.:.,, -ORTON RYEYMARK xvlx?vutnon Orma i+L{Wrwa 4?1 fYW •?V .... nIaRO L'RI/yr?iC.[s.LtlJ, J.tiHp l nwnr .,a...._. '? w s9l" sr ••rH ? ? v ? ?! t eut.ri : i nwE w,..,l nt. ru... r ae ?... 1M av tw mw. vtRV a rwE W (rW°RV! i M +... w. ur r.ie r. w he ri. a.m.w w1v Iw1 ... •i. e ??tiw rLLr r.. r r n. l.r v. leRU mntav w.R r W?'.aHw a "a°•eiR w.a. r,r...uwa. a rxlaxvla. ! ,-rIIW a els ..trs. .._ .. n.w ?vWrls•!b___ ON rER.1-eURKY MARK K• mxOmn °i rRKA ?tj yr ?.Li LLiN.vAV?RRIryy _LI•?.??^?ir ?,I?rFrA ?n.w. Ibi' eR.u: xvf ?! tM Ivrr1 W ru°ttrn°j,l? l? w IMV ar rW W Y 4 W a4v1 • mr OrIRKwprR ._.... M u, IN t:"1tl;+:? E.oRroN. rw,AR ..Ixm.x.n.xomo Ru ?b:. b. `wM reRRLLr.U:. "?? ??Ixx lvMnr m ? mxr... ? ? oE?ixil ? v ? w r a wr W?xrR etw.v .I..Rrn. w r..wew '°tr`a t?°.itm H1? H . m aoLr rwrtvttm. E ! nut.. a tw RESORT ON MMf11T AN -MY MARK -Kie-ixntvi?rivx OmcR - 'r r:•° n.w rrWl?._............ wm...IRENVm ^ wa ? roN, 1! 1¢.a1 nw xw r..a ° f1 n° p ? p ° ' en:ma nu Yl e ? ?j Mesr vl lvrlY RtCH4 4 vrr Ibsrre h r,wpry . ! e,n.man..6lL?irr[ ....................... nru.. !rv_l? lw ?w •"^=- RESORT ON PIWA-SURVEY MASK N,r Ixwu,nox Omn ..IYVIKVpr w I tN,.v1 a. e? a.9?I l01 rr,'Mo. l.r.?:q. R. i . ?; aHWr v(LLprIHWWrwlWrwh W,wHl.. eOxvwevwld .. n,w.....l llw lW t :. ' t pwRr oN ruMANCxr saver MARK K.. Ixn„K,non omn 0.1r 1 Lnv Rx.A.v IAwv?•....?.. IrWw ?.,? i w lRr .. rv.v..... IS.im x ° y a ? f+ Mer xt IRRtly vnlHh IR vsR, Wlrw h axvwHlr m.n.w n ! 7 ... YLw l? M? ,W". 41w•MO.IIVI .. Mw. ..IIr IM r M1"" " a an'41Y'J:TYarilLkM•l4'SLy '?Fx..1"' [,,, l y1 t '? 1'?l s ' U (?,4t n ly '' r:Y y, :r • a+ A9 v . ?Pw?•:l?r '4n ??. h !? ?P z I ,Y. ]Y 3.. u ? s? L 1 F Jt A rj 117 1 ?? 0?.. ?i y jr I. l li t t a F ??k rY i n r F A! `. .f Rl? ? ° i ka - t 1 ';i § r ''I r .ti tC s . 11.7R,!•.,mHA•.rnr.mMmRR1!MwaR r x _ r; ,9?s r'. a J r i ""'?' RENDRT ON PTRMAN[NT SYRYEY MARK +R fxrwNmax Oma ?:?rw tl n+n _.geutiy w rytvt [r •^.^^RT wrest TRG w.r M.9?'- ?rrRVgLL. Hoax... Tu....._. Mnrw u ul ? Oor ? tf sun M.r o.°a,n vn #? war a ma.T w]rMa 1. w awww y rw.Nw>. w.n,n nn.___Renw,?,[ea_._.____._._...._ wn__!:_sr?svu A":Y.° RwRr ON AN wgvsY nugK tl.r SnmRK.nox Oma 4ag P[RM H.n .... tan ORUN .. .. .o.__wR.. _... ? ?? ? - .mL [1 .4 R1ywr blrx..1b.1[Mrw?lla ^ro TvYrw+.r rs..nw I u^° _ ._ m ___. oavua ;. 'd a _RM.II xw r.r ? 6 ? a ? !f roans m.m wvrnni u?? "^'^ ?11 aelwr bf agar °n\rnn Rt wt laet°ra y wrr3vMer. i' R[PORr ON FE Rvsr IxaM.mx Omo r4rµw w,n_.? a..n oAU... r As^1T wrR r •W rru\ BRA i°°.l?taa n. m ?t.rw.wl. .....,? ?.,.. . _._ . _:..Y.,... ,....... 1 v ._.._• __. rr .w ? auu..n .. ..'.. ? c... ? '1 1-r. _._ .• _.' __.. R.?a,w rR v.ren. rx raven. ? ' Oee.._aa.an __.._..ti xw..we ? v.x.. ? v.xn ? ? a.:? ° -cwa ° !i O«.r w..R fNrxR .ItR tort r...w\. e I R.xmnn._YU1?L rW\..,.__ w ?....Y W ....._.__ :.? R•n l.aer iM x :TSC.r,R° RvoRT ON r[RM+xrxr w[v[r MAR[ ue. Ix^..x.rRn nma .4w r.n_ w _ aw n..tl'n'N. f 1.llw Yogi _0 - rw. IMwW. ar+? r..r \ ? R ?I s\.rrN r\MN. nnw.s r N RrrtRUr .. ter r.w n?.v lu II r •YrL • ._[WrL4.. rn... [r.Yrlr?... rw..-.1 wR\1tN DESCRIPTION OF BENCH MARK 1950 ,•in ? ?? a v311 1958 Ow, ? • ? ... hnnne Sump [ C +•. ]ii.lY! . ? 4Z . ..e w rR u• Sne. mn of ?.^n .>+. aC m.v ?... .. f. ?r•w 31.583[[, -s3z?c?3-rte a M REPORT ON CONDITION OF BENCH MARK +` ^i J' yd^°" Cau 0^u__e__r IOauo-uwl_ _____ •^^unpJ®lal r'lel lxr nur\ __ 3 ? •tee nN ' ) ] ? N a h rrcnt rM -- r,'] ylert eau""x _.'^`1933^ ob D 1D ,D `Dttl RFO<T ti-11T?. { ? "eO 1935. r R9B?195 re ?,foy„3 y vfn en ]9t.>1+AT? w"''7'° PWPT Ox PGMAH[M [YRSST MARK Ir+P Mm[v+non Omn er.n.__1:aYi.[rm._.r. __ . On.n OC1 a'uuw. ?"+-?O.R. _ aw m..n M.w°n. v.uldlr[.m;ir,rla.l ?p.? yu:`1n1=... Rya .....dm_ .. .O L 0. :9y Imo[:._pS. ? nnnv.w rv. Tr.. _ w ^ a w ._ 1 .. .. ? vwr Oau.sn f ?. .: wrw.^ ? o: W? ? rw ? jr vrR ? rn-?-.%? ? j? w••• e.¢ m m ??r+T. me rt. In.n.v !ct r?.n u., Lr_.,,.o:+m .r .lewlr °?`b .- A[la ar alA lm oKrN,q ? r „[ ?+<w er o V.vr:'.yi.wet°i ai boiw°w?„ "u? r w'°?°e .ew','°,. [w.-<`w w[°v. u° .e ! [u •?? 19n, Iv's[ Irsr Ra ws m m .9 qr .?=wO.[w w[e ? n.w rmrx uw uam, •' wam ;few m w ur el leeue lbuR a.mn •r _..D°rm1 R..Dala . .TTS w?.".7:° RWPT OX r[RNAN[M eVPY[Y MARS M.r Iuraa+rwx prr?n r..n _rtlno\I.a......_........ t°m.DUJq ._...,... a"..'.. ?[Retre[.IAY._. a.n r...n .^..n..tJ• IL Iw Au.M u. doy?,er r. ^a. e•••'°.14/.0'a i-0O l9l?. Ho,vun rv. 1 Ify 0) Mweru O Orr 'O°«. u ? ?! .....bat ...?.? w r,w ? ? i' ? w "' ° 'i nnBJa vaY M 0.r JsaMVm. I?.u tar )?rr.O.pYI P O? r• r ° ? ? ..w,nn uRmlwaraR... Trv.. C+MSW+I .._. wn..__I'0.3AA195G Awwe 0. {. .Rr ._ __.___ ?,? :c7? n y?.- h AF !( f r [ t ^- m, , ? r *r° y^r u " t ' i, r- ,?>' i'F,7, t ,? ?y? M1?A v . F"A' C4 1 ?^' 1v,w?Ln S , p,. ? ,d ','uJ'uP'e Pywc rA.y` „ d ..djAl'??r ? ?. ,R? SI#?i aJ? 1 1 ?? ?r0vvZ ?A F 1,T r I 1 1 rN v. `? ll 1 ? ? ' l ir£)" 1 't 1???? x ??? ? 1 tr ?1 ? ? 4 v r0 ?'?1 1?,' ? 1r rt' ?? w?? ? I 1 _ +11}1 ,i?/ ?? 3?'? fy pry, y- 1 ? r ? ? ?.1 ?R Y3?9h , D hll_I 1 { 5 ?? f I M1 ?:? +`:?? - 11 f ?S 11 k1 u ; UDTTIONAL BATE -?l MA611INBTON v.nox .mn 6 B Gdlm lY::•? i. ? lm m 1 nx . .. ? p n _JS:ap... ? . ... ? xx ..w i? C4ueGd rev GIC rot?1K ?1m v_v iMmn_? Nn C tfen.? •IV:p . t i ? m..:?n ro.p3l q. lr?m RECBVEgY HYTE, BEMCN mARK R 20 ABB[T 3956 cbulnm 1.55 m an933 3956 _ r. m?'e •k n....:.pa.::. anoe ?• osB?99`3 xesac e uweee of ]`Sane CTyp c .55 .fleet 3avNC1? Vunke eu vey vev vonh e. a 3'1.55 mSlee nv.cvlvng n ", Veyv101n(elav a Nece((arvvvvY?neaingl]4v(eet 9V of uese (ona ]86.5 NIgNIVw.Y l?le .e e e .m. 1 poe v 67 `eec Nx o(v n v( e • Ev[aec ivver(clvnvxignvi?y;o.t vnJeceing ] in. elove B z0 lu a 28 P.egeT 3956 . - o.E68 (c. 1?v P. vE95B It T, ?.l a«n5:°?SSY.^."'•" KlPogT off lEKwAH(xr rv.n.. IAWtlv;,p ., w.m. v wgv[Y rNAKK Y.r Imm.m,nox mm? H,. ?.mN.mcn P w w .n.. Z m w , ... .CW: 4 >a fl.vr• lu. rvln; say .? Cnn.ry. ( R >e m tR Mi e(. 1 n .1?x?ll r, ,wJm _..... OOVb. vJC :.V.wY......-.. x.n._.._ib 17. 19Y. .. .. _. -.1 ON -N- w l,v[v A4gK 3[ar N.-- omn n.o...._... .. awW 'a 'alwL v......... hw Nor n..... .... O nlM. rl.We vln (n frn h.nA in.wiie ofv...: r.n ....:?.m u. rr . ...... ' .-_.....ly,lly ...... x. N:iw ° H v.n. ° xnr. ? I? • ww:e.:iw.A rw. Diu II rlY .bM W. rY ?f .uFl ,• r.... r. ..n nu. yr Y?.?wlYr ..... ra?.n. •• .-' .. . 4 t. arbPrl e.nq ,vn___h! ia. Itla ._.. PARE NO. i. e..n . ., hNl. 3a0 a6l.ixE !). nnH eH n . ... u ? YI ' ? i? m .n.,3M r .nAl.w avl pntbn ... l.x.l.l..lelnly Ii ... u`?ryrvefmRi ox eoxvlrlal al luRrlr wRReR ' E aM1. .{. .. nvJ .f.3j?..xv .,- ?/?.:.v r. er4v .«. ,v /f. .. rr.g. /,Ar r ' I Wash, August 17, 1954 UNITED STATES COAST AND GEODETIC SURVEY 0? S t Firs -order leveling Abe deen to T Ri i W hi t E?F ??44 r w n vers, as ng on v a5t 10 1 vv u , n SUPPLEMENT A & ?,v '~N` Triangulation Station "Mi1? S'3 (1952 releveling) The standard (adjusted) elevations in this list are based on the Sea-level Datum of 1929. (Elevations derived from the 1952 levelings) This station is located one mile west of Hoquiam, Grays Harbor County, The field work was done on September 199 1952, by a party supervised by C. W. Clark. Mile.-- 1.0 mile west along the Northern Pacific Railway from the station at Hoquiam, Grays Harbor County, 58 feet east of the sta- tion-one-mile sign, 64 feet south of the south rail of the main track, 140 feet east of a switch stand at the west end of a siding on the south side of the main track, 46.: feet east of R.M, 1 Mile, 27.2 feet south of R.M. 2 Mile, and in thick brush. A standard triangula- tion-station disk, stamped "MILE 1940° and set in the top of an iron pipe filled with concrete and projecting 28 inches above ground. (2.507 moters or 9.£09 feet.) NOTE -- The mark was rocovcred projecting 28 inches with a collar of concrete around the pipe about 1 foot above the ground. This was removed and more concrete placed around the pipe from the surface to a a depth of about 18 inches. The mark was not otherwise disturbed. R.M. 1 Mile.-- 1.0 mile west along the Northern Pacific Railway from the station at How, Grays Harbor County, 35 feet south-south- east of the station-one-mild sign, 50 feet south of the south rail of the main track, 92 .fr.,ot cant of a switch stand at the west and of a siding on the south si.do of the main track, 46.3 feet west of tri- angulation station Milo, 6 toot east southeast of a 10-inch alder troe with a triangular blaze on tho north side, and in thick brush. A standard referonco-mark disk, stamped "MILE NO 1 1940" and set in the top of a concrete pipe filled with concrete and projecting 6 inches above ground. (2.471 rooters or 6.3.07 foot.) 0 R.M. 2 Mile.-- 1.0 rile. wont along the Northern Pacific Railway . ?. .. from the station at Ilogu.],nm, Grays Ilnrhor County, 58 foot, oast of , ,. ,x, the station-ono-mile of :''/ i'ert south of the sough rail of the a rv i s main track, 140 loot seat of a switch stand at tho west end of a aid- 27.2 foot north of triangula- outh side of Who main trocir the i , ng on s d i t 7` ) ` , an n tion stntion Milo 3 foot south of n whita wooden witness pos ed "MILE NO 2 1940° thick brush. A standard roforonco-mairk disk, stomp -; n G Y? ?Nn of rt connretc p1po filled with concrete and pro- to t i d th w; r p an no n e jocting 3 inches above ground. (';.''f18 motors or 7.835 foot.) End of the supplemont. 1'veen, 7/28/50 "l- ol- CCA9r A. OLODETSC ,,,-y PSret-abler Seve31N AeeMe 9csnlerelevstlon. pp? tl e CM 9 s-lave] O.cw of Ig:O e 194 ma ehrmg.h he SuDplems ery An,Jue[• n, °Ttn+ere]evsLtanfle ?eNF- e k 3•Y - 'fart blest nc rM?llro 1011 the o tMm P c3a tmlt Rr11veN v gtMeMren o flmYl V.9, X ghret 101 frm Nmu3 Mouqn ellton 0veeta t° 9•ppno, sM 9 n HSpMny 9 A ]rem 9spDno tnrturh Pye h[ Tvln Rlnn. rM r1.1C v e frm ADell 28 a Nn 2 "]JV by e p r >ASn herge trB, Jt'Oltver, pelevellnt r n:NSfn Al-,t-fra: Juro°z4"to Jul' '1 Oil1e v v run co cMr i•QeM e. R, rwn, Jr. > J, 9 y e"pony In ve f Tnty SI•M90PE"', • lftnegrtphnn ]let ne Julo 2' lo0e. rtCelvM elecn thhef li.t v"° a [.e rclevrllnN eM frm ep r •• vmbli.roa. Per tl6al berth merks Ine3MeG Sn thfe ]Sae, eleveclane ultra to t to [MPDSreetrOCU19, fasac°eM C<Maclere; velI!b1; a re0v e ...[en 25. O.e. Far 1Gtl 3[011Nl e ° re>a e Herb., tfoael1nNtheten Ielyit^ )t"Aberteem, a Cencrsli [ (13 ee =RMEN.-- A[ q pre perOtr C rat>= n the v or tM ?nter•aotla er et r s°v It r'Il miss- ! ec 'n? ai]G logo t0 root t[F fsff:°mnin 2.8 t r t [Mnvevt :itle?el4.r s°r oof he ?ui 1n3.N,cnM a G 19.G56 A APFtf.EEX 1977• W In [ eM•M o, ` rluan ritn ro grouts. (5.708 m.ers otplB?9a9`%retlj°°mec rlGQl 0.09 At AMMeen crsya -b- C ee<CSm t en 9t b U.9 MO.. 0... 'll, `:• It v f in o3:tNA'.tur.l:te) nMk,n t ep --lo mtt 11.9337 net.) •CSepen "L 1939." °n(3.f08 eetrr o, am ".tt . nau..a....... -.or a [r3engtlMr 0 ovM e p... A-I .m°l:i: °n°9tttet e, r mermulm br TSew1 fi.-- Ma Gny+ p•norMGOUntI, 0,0 atle •tn fn,c prtte:.ec tl on CUe:CMSy iGl yeg r 167 ?ertlsrt Mi?tver CM ec ten of or e1 11-1 ,of 9 r :tO°mr ? r tt rrset, of re P?Sf3< R:llve?6t •cY) ° o3nCM norm n1] °! chenNlthlitrh 1+ any: Ramtre r lnM°ln`MI„•tm qri i•la:ieei: or tnr rrn anlt.rof tM r u(t A [eM.M too :f ek,`• 1,1 "6 19]6.' r(-t r. or 10,935 fne[,) r1n.1 2.•• r•>. Hnrtee a rat), ?.A mile a ut^? It . or ittereectlw 072,9: XStM•P°'el <M N^rtlr old il•rber [tl7 tnoirve•t'°f fit, e1 Mc rcont°tn tnr:ou[ r a rn r ° tool] i tt In' of or n at o t re e thn u11e1nP. )^°]o•fn or rn ol° 3vte'mr°te.1Y?1•M fn...°1. ^B^e fret r fh tell] E1n:Y t ee n[ ten re °° ol: fl p0:1of :h• ^00 nnrfoot n on.l M i•Y, • m, •2 31.Cttn`.- (J.IPO m t r or lc?,:It'6 ?fnti )•Mn nar ??-??tr0gnquul.?••nm n n.k nr .m.: nr rrm, hnlflt 1 {tune Pnbnu['t00 ln:: :ouch" loN M n"r (ton Naaulaw.At:Mr°n ?:meNN> lint ). "• )rt 1,`?ntemt or loll l n6. ne<t°e n1?J-H1vMt' ]Ol .MrN"rat ' e.0 ntlr .mitn nlle nrt of tM Port -y. M :rant nook, 2HnPf 9, trot, e.. tM -l or a eelnq o yr f Ntlr et ne .M tn. MorlMrn I'e a ifit°Mt]rey, 6tn lM tole. 011 t ,, t-, . . I er 6 r11Mr(<•1 e 1 [•Y ., + In t. ten.p of m MIPr ° °t MM e n tevmnt ton rot U.3o9"maa . a: ?iu`Bi "r.,t"q'NA .. M°ni.i...mprn ) Im9.• :1"eN' : derYt.rirPa &: is+, o: :":ta1.7 (m e U Set et n . 1 unne. n 1 ::tmr eei, :[ :::tkorta r,.nt 4 11., n?i:r iin: per nn t top eft at.aNr e D e n`..fn nrln 6z r M•, +M nnol enl:?]«i°: 51or „tc .rot tBftr.t°j nt. n r:::? r ln+ <r., ?lnr0ef `t Mntrnlt?rf?r:Nlnrer`Pln[ strut,°°(10.1•Mn n)k rat Oll Co °N'malnr flan ^?9,' (rrt try N•rb°e C°"n, t, .t M 1'nl°n ...... M•1''I Mntopnor o .nulM•:[ talit -' rMr n?`. <rr: nl: .rmM n .n • ,M • lnre.t A tr of N MMIN`r. M • h atnttlr l5rfr.i?j enr..m.tV rain, ..Mn: [51193[.;,A^Sf(1{1 h;, rlere nOT.••rnle Nnen rr .1•e n n.ehM frm M union S° o.: °b"Pl:i?.:::<i CIEs 'C?rl1. P";'r1M7 r. eln. orlt.+ fl.trrn .l tM?f[rue i IM pl. n:rnn:tl°nf rl.r nnrtry ?-1aGIN D"mn. y?3 l,t vl ire ee'.t •InN lM nnrtn?rn /.t6lte Pnt ll.tnfrreneely ri t?yirnti of 1 nnrtn nil of 1 eu r. • , er r lira or . rten rMA. (P.S nrt.lr 0.7n:11. ee elmp, to. Moetrom Peeltto Ref lvey framfHMUlm, cencor ilnr°tt`'InYrnt>•thtMMStr::t. `r(lo.D`f:tt, )roe ln: o ` 2BtLrt.-• t. mile ee ]env- then thorn Feelf le flN ]ve> 1tlCtge ,or a 1Hmulmlfllver,a, n F'[oo ai enn e"in nertah :D'r"era>' ° `gin Itr, 2.5 ht6 e l f tM f t °r F ee fesek r tnenla of fro Dler, °M feet ]m or thin 10.010 f"..) GSSY,°e[emPoG Y 280 S9C7.'? (7.051 mererv er 0,0 m31° a at meet t rcRern 1c a room /Iwv1u+ tt v eec art or of a Drlo', r3n Ea vnr Ho9ut.m ' Pr veri `)l Bt6rN°t.) a w or LSCRtp sM `9crc"ve'nc pe PItb truC -I..t.. `nrt or 1a eP.enh[R tctte ) ^ rn . 1, c then f he c e line F - ^ nee c f'It nor Meet of tM v rtMeac vent of :M eui3Glnl. N fey f e r[Feest eoncnne°D tape. eM 2 feet higher then tMnelnevelk. fG f.Y, °etn ^.699 On 1973." 0.336 mntere mPotl 10 F or 30.`9ey t:eeM.) 11-r 11, 1, Mo- poq ] n Pc?lc pe11 o` u[` re': of the u1 rat t e tXOrth ,or t9 9 J pp:eit°a nn ec eM Dr en,`:,",ion t.tlD . N31e,-- 1.0 mileu? ul'celo." chaen-tMrn 1-ifle Ro luny true a eoe cot>, ou r r -t, or [ne`:ai°n:nrw-mile' -1 e l of t' v`I.n tre Y, .l- n13 o ,5 r h t the vault r • r 60 feet t [ 16f hw• r tt l1ne, eteclpon`Gle4 en 2^-rM I18s319 0"peM.?ate C od- c Sa-ll.tfm- t:tt,)lm 1107 i1N 2 fne[ a?Dv. gro (2.601 me[ert tr 9 209 205•'- DiJ tulle r rya] loN tM nertrorn Pneitte tsl lve y ,r- -I At mi eo y, Mnca e,0 le ... h ngll., Pf1th 9 me-]LO jra a Nnre°e MneRtrr loot Me s .M rth or the -1. A„rbu, Pttcn 9[eeee, 50 fee[ n iiheset°of .rt MoD inMtrn`c a tpllntreltrovol r lug nL— 9a rat rr •ovthee•t e M rte •+C on of [rn llgea MA fro nl ptontOn nnY ° Dot t.: ° of LM c e°'ouMm. A e M:N`Ef sY, 19:77 Poo 'A 285 (J. C60 melon o 10.07, font.) `n -Poo D 28?.-- 0.3 mile reAwull?one, oM -tthern Pncttle Ptajlrry r1L•`tenthvmt['amrlg°n Iftn 9t:catt :i ' r? - o ro - YC t a 1,5 :.l.M A, ,t?e trt . .>o%°tnm r ifmmr:r°vlnn ra a ftncg e m r c . .r ssve °i°: srntnl tart oetn- lnt it 1Nttvlt'°A . thc:dl. t e rum ]0 .It 1h. . u m 1h. l.p e e amtr. . n n. the nnvq n:rD°t?"tt, pw+r-tl re •enminfeetlm if ns elesM'A`s°nMnM lek. .m D 285 1907,• (7,109a me ten or 10.200 fnet.) ftmpt 285.'-n Os3 tulle re '— the N.g-o r•clfle -1ve1 yaNe s°VtMf t'o' I.P 3f t? tlOnCPNeonr?n?m] C v y, n?t l.fi " UhS0,'% yehaDrMMOf 5rumr°°? • north eTtT?no'.L nt`In' DtM 9.1 tent :e of ne o tore e``cM t..t mtrlp. TA1 : 1 r11 gro2v`MH: 19(3.375 era + In t e'f1u•i`:iin^[ ?rm.r. oril.opn°t.mee)n + •m o t?•nn? G'pne ?' • rfne° .t t c+nter of [M +er[ 11tty? qq}} °"nn>. n`(11.7 f,at,) .ou"..at5er tM`•o-Ev Me•C ?d?p{'``(h0 nr• Mrber Cnunt>. ]0t lent or M snot MN.rt In tMflte rl]t1 rou euM:tlnnOO:MrI•rn1 v M p A Y, e'tuvnl D 285 0191]7^ r.(?2?,??7?0i eetra pr Y.h29 fees'): M+ EIla °?tMn v..E rrd eF the +iet?:M-ve ttfrumn>`M' .t7ir 0 -t -t e n Ifnn or tM --t y (11.7 Hel.( t Lm or M nor 1)F? ITlipmr'A `l of Trw tM nf' Ilar°nr cnunc>, 0.9 m11. norm .1nng anat., •tytro Ll-ln 9en o.ron iitebin ei:::i ,M is -p- or r M loin Ir.ne•, 72,5 r.+t 11.tM <nt 31M'n° ton M hlvl S rv•> (4ltwoln tn. o ttet a°utneaf t o+ncn rnrn Pe. n tM t p ! et N +•+t eonenta nt•IntN. v.ll •t tM ln •M'11;3' Mof th, step., J feet m.Mf tron rma tM elgerelM, art lour] ri,l. R +tmp frm tM Dnttm. C M.M n1.Y, .tn•?.n0 ,11.4Jh ).' P3.741 rtes s or 32,270 frrc,) L 1 ('-Ii* ]. ).•• 1.6 -It.. norm .lots V,O, X1n M•> 301 tn. tM Int.neeton ut Y17ntn eM .IMpMn 9tnat• Or•Je NftM vm tMiet`.M ofuto. telMRtmM.- Llttln EM-1-1 Plver.g14D- fe.t ne eel 26 °° : vt el d- •mn .' [Fn gringr, o M•et of or M tM rnntarr ° •o te [e lira. of tAM•0, 14,9 fo c pw+e-tpemn ..ion 1- o1.` {nation, .rates[ rmM•n f ( Dol. M t flu n Mnl pent M lo, 0af r •11t 1 toot M.Mr LNn Iro Drltl.. float A On ItM ','.t u1A 1* Sony a.M.M .. . uprl 4[.6911 L 1 1909• , f1n { tM [map or • e° to pmt yrm N 0.2 Coot bore ovwf ter. ar 71;970 fe•t.) Jeetl •5e) 1.8 etbe noon •1nn. 0.9. M1ah'vy lot rrm - Int+rretlnn or LI.nlna.m t6..p.tn .t].It n+L..[ ? o •r 'M N.. Lttt erl.lira Nmu erne MIX lanI- I11.Ttfrl,Pr • f fro re, L[1.Or V7 v ^n 1.1 ?' a "t 3 1 i Cad ;r7; "' f3 ' 9?Aai 7"4e : 7 "L', 4 Au f..wAx. >< ' „e; ° y 't .•.'+, C f, I °?'?A'+?f°• { / M' 4 C 3! I L 4?r t ; l 2 ? t'V 4 ?] r 1 ( Qik f, I L T •. ?' n ?-t•,: a 1'{ ?F f f } i A3 T1a•1 x.-- 1.8 .1Le Nrtn •laN, U.], M3gMq 103 rr.. ene Sneer.+eum °r ?fgnen .m meD•°e ge-n•t •t ?, onre 3nrh.. v rbN cep 1d: •°u1e..:i.700"eifliaie an'9m,.r"i7fi:°t nomMl.t Dr tft N `beet • or tN rt1EM.y Drtng•. 62 n•c er tln RN3 . •0.11 Dr tM t-t ' B i•re nolert er eb ea110 °erftr r • h..., 22 -t .wsMe.e ° to uth•eK la• or cb ( Del• "It 1 11 .wf11c •w b er • Da1•r- 55ft Dol. eM ft. ".e b pert D6.nk °r tb rlr.rer), 22 Ix teat ou M.,e Dr tN ntrn-vacee rig, •-2 reec M1feb1 flan tN Drf60• (leer, •t•M•M IN et•.pra "x 1940 t°o ? • D n reJ•°ci o7 foots ° . PrwM. (z. ate 7.175 `ni1?) ^ W n in tN r •r or v Z z8.,-- 2.7 .l U. D tl •I- V.I. N11Mef 1.1 rrr thLr n etlm or e1YMh .na ]lap•m efftYt. ?3' _ D C'eunc>, Sn 11 Llrtvg, TS free 1•?t of • vrf her t- e, T7 reef cM 1 ur N.: e.Ci n port in. vl ea nv If m1. iii, . 3 J reecer n a er CM c r SIN of 1a nIPM.f, ]Y fee[ rt°rtne••c a Lr/e lerel itt. 1 the .7 h11fear.MI>.orene•, •:et•traMa • Mt.t3ck. von0enDMvle zaB4 19evrotTI :M' ttd, =;W!?-28I Nil" :M' of eivhihM M"•iep on 9M !I It ?PNoaM(f lOMVInq:Mri:eer: °tmn 'N Y•Inter•ret inn vfi rrav?r rvN ]emlN (9.3 1. 1 Z ine. 25•-- l.5 lee n rtn cleft C. ]. tlt.My 1.% rrw tiw rrtClen nr esyynth eM ]f.D?an ]en•t. a Mmulu On>e wr- D°ra 31•• ao .h65rf t. :w.e«ton crf9tN 9- t. v tNVYeuD•1?? er tv "I: m hou.: bet m [ q`'11 the <. onellrc e r N MR o( 1 -t 8 t n- c- °1 t` ern er J N eirine drSvF;p ]w1tl SnA [ •e, u[ r••a re t or [N cwt en yU +:..11th tr s M•.1 •Nge "9.>B8'aG .11 '^ni.))lev1 rlinrtne hIRM•>. cam?M `l• ank, a M op o • Do.[ DeeJ11C3N O.f r e DovnM (t.9cx r are F`9.BSD f••r,) r00N`.l erg (V.1.0. ]. ).-• Y.8 Mnee n M1 I—. U7, Nf•M•> 1nl f fnt•r•ee[lon nr rh •M OJ1.Deen ltrrec• ry. y1•rbnr Com:). 120 [e4t •e n of M Janet ten ar 9i? e?Hren"itM+:e emM i r'MIC aMB.a irleee, 9,-t:O:e •,.r en. >. •M J rrs[ MENr [n'n tN n1rM•>. i UnlteG Otwt•• 0•ele,tie.1 Cun•Y ae•m•M -I, -W 16.824 15.t29 n[wn °r 17. ia) t•re.l tfi.-• 6.Z e?b• north .3°44 V.I. e1-1 103 fr... the Inter >•.1 en a am:n • m.ne°n ]tna.. x YI•.. cr.r. N.rror fa?ntl. l.e . `leu• Wert WHIN tJw°ttan o[ a N1Mef °- t10 n . Da • • 1°tl.n Dri er r w°9,?ta. ...... I.. feat r• of • •r?] I.3 )) fret • of t Irc of M nirM•>, 3•r•lov ' P-.- aM- • •npM '1}.633 iD 19J' IM lr tM «n eM I. 01.k, P Dee ?retly Webs Itovst/rw (5.153 Stan °r lP.ootti••i?1 U afil •• erHlln[n i'7Ln1ao ]li.]:[?f etnw?lequlO?rr°.eln`Nar• Det`Clvntf,ne.l FI• n • ouM • 1 r?on 1Hrlncn - 6. r- lN lner[N.•t`: ' .w6M•[t,'1`?ivo.tM,1t ur ` ?Ntrlvn- 1ti1 frN I no N ?M of • , In feet • 11NFt of ri1N or i» m? °•lerin .i tar tn,net . Frnrnt• rN11o alek, •n.p.a 20,7 g t6 i9.)' •. . Inn DD ftfter• e1 T... i3 n•t,3'e[IN T IrcN• N /rnrld. I}1.tRt 2i.1 efOH l,?en" Y>'1•P en «tn•:t? {1M•} 103 fOm`• Ner• oct.n eat n f n r Nut •M of • 11; n`na °ren-•M?.wir.'t .0 f, t :e. n +rt:DS.rFa tn•i;.n :Lop Droi•rtlnr a r.., TP frrtt•ru cf N lift r nr ntrM.tl _Aln 7 M: ? r°nl Cn 1.73- mf • t fel11•nnt, t1tNeM at•k. • •° et lnl T4 e•r1• rram, r•n: Ni « .r. r?niie: i9o`r.•i?irc r 1 1 IS'1't.-• 11..1111•• rte to a1 ,.V I'.l, ,rr:r•> 101 frrn M Inwn•ltfen o! I RfAM1tn •r•1 gl•p•m rt ?py?ry?, 01.) N•reo run >. 12.9 flee •..ln oft '-, wtl• n°r n • f«t n nMrin15eauc2M:•ll of I6f 1111ulrn9 1I- 11-II •iP5 of •n lg•trch a rnR•ttl-iron ptr eulrFt, )n fntF• u`n"aa of • Sfs°e NeM • ' >reJret 7 feet • r• J6 f•rt Nr t of b • ":li er tN nl/M•1. D•M i M>! 3Fr• r .w • abr, b.pM s•5.roo rN 1anYn] i iiwn•n1 :rte X, n N. ee tot. N•t Drn))•et1N • ineNr • Fr Areum. (15 .Mel nr I[RY,--tMr brn art 1•• ••.l1•Mt It• 11?retlen f• n1M in ben.6•r 1917 D)rI•It • fl•ln D.ry of tnl• IuN•u [o lua•t le.L \ (U.1,0. ]. ), 1hl,n e•etrya aw w MIMI) N D 26.-- 13.2 .11" awtn •1eN13 ,0. gleMaf I01 rrt+ i i ">t.7E1tr`Ntv1•e?t?°6•pmle lri4N1 1 hl etrWn- .M It w•0. (•tl1. .Wet b• tft .a19h M .wan, 11V net • IM•t u• •• 1144 1•frft • ,r11 t• • •M Ier ire. )6 ru5 ..11'ei N.r lirc °r 51'r.` nSrMy, •{'ilver ?•m • • )•fNt •Inn an)t, aM 1. 111 6. 111 filch eM rr1•1rnt. g l pr+11ti1N1E In90+N111-. grwM.10(f S•1000.rbre •M amyrot.) ° ?ii).nu lYHHlYlitp Fr•I. u.:e1: Ci.ut't5w1!' ii e.r?•itogrlM. olnn.frft r ar aq Kr1M elrlb buun grulu •M Hrawllp"s0 het wtbl•t or tft elebr U- of :h I M.1jg •m 1 rM nSgbr eb. b eIn e[. ? •I-- slag. I.D•a 7x(.01. is 1 1W M c 7 q 6 1.°•.. •m?t if7n 775 t•ric;)°°Dent. met 1.1-1 e e.LU00gin pa•-ill bee39J) b! ?'ll,la lpref °f tni17'lmateew?• Di.°. L s (D. g.a.g. ), 1b3an .., a•.enftl ew to n1aN> NtN.• c10°. H 26.-- 8.8 MI., ewtn T. 0,]. H2IM.> .eI 101 -b D )lyy, at H•rbr Oounc}, 0,6 .S n of • . rW ewr p,„g• lrftl rli.. 73 fN1ft : uro[1sb K • t•? llin•Mrletgb••pj to I. 1B feee •wtn ar tb N,tF llr K tb gft•>• eO•a •7. 1 feet 329"77tW tkt In tN <:D of I?eomnel'k, • Nfte t19T.TTBS a x6 39` ,m Nt w 3e. rNr• ae l9 1.3"3 Wv.Je.C3N 6 L°ob, .Der. .ream. rrr gL?6 (O.I.O.g0. ry." NirbessC'omt>,`SOOOr•vrgt .1. `11il-erl•1 7-fo°c n? -1-. 225 -t NNe Df CW bglmlrytM It ft • • of • 7.tib71• a bK? M.t . NrC t wtbaltrc e ` N°ninmrs er•M 111.1 v ier else ONtXYGtsb. tie°3eR3c,1 ]urvej •c.mem aiek, It= '169.6bj IDas9Riour?. '(51.188 . iti, I. 1e 168.y2.`_") ...j-jl, 6 Lmbl [vltee•x0e • 5.3 4ee3CDU°c>tn750e +t 16N.... of0e .•m, riaP 11'nulnq*:Sl.isog)e5t !oi a 1=4 0 °ilrpb"a?tn'mir- tMa rtla, 599 teat • t-t It tb t•Dt?e lift °f tN gw.prfue -t-It If tb •w1?•t Dr LM rlgnc-ofyrlf ream•,b, 1. It. of t• high.>, B !Nt 133.11,th tb Nn. g • ,m aiek, •trptl 140.085 P 26 t1933- - •m a•t tn' M' rep t me1•peing 9 Lpob1 .bF• gewm. ?47•1tix ?c:reYmiSO.eao r•.e.l J.5 mlee I°uen ,lory V.J. e3gMay' 101 •, On}, Ba;b eawt>, 0.5 svi• nareM.t ar eM fariN •`Y c o°l. 360 feF nnrcM•t of mRM1 erfage 9.416, Ci. `h'11?11e0ie f 1., 15 fis[llauc.- of ?D-- !ol•m LDgAgglm feet enlrn. mD nr°J•°t1°a IT r• 5 ? •Dfeen gewM, 60 feat real of eM ceMnt. er line D! LM h1gM•>. et ]w•r CND tN p?r•ftpt Omttl ]e•t11 0•eiogfa•1 ]urvy Itam.tl O3.g, .ta.na It6.95? L T 19x9' tM a Dve a Javtleg 5 imb• •DF• qr wet. `'1..,889 fief. .1 117.27) -t.) 0 0 26.-• 1.9 wile •weh •lrg n. J 'U.1 101 nN?ir2 13 7 Or.f. H•rb°r C°,tvt>, 0,1 .ill • tN.et o 1 .lt Wort. 1144 .l °.. m 1 Nu b tepref,1• ,M. .. •• barlnq e ; t ner r nm ee•r?nefta legg.pg If th h tn, SO -t n° tM•et of tb a n llr If ISM>I II, foot I-., eMn tM DF•ftot. 3 •t-.m Doer •t-1 ¢19.132 0x6 19))• m1 •,t 1h {b tv0 er • ,amnb f••g pr°JFeir?g 10 tnDMe •bF• grtrwtl. (86,9}8 rbn °r 09.744 L 0.5 .11• -i't aI", V.]. HIIMy 101 fw Ile!., ON}• NarDOr temtf, It tN tobrnctivn or -j- pi-C°Nib MoM•> ]lea l°g n Mu[, BJ fat •.It L•vu f cM a .e llrll ••rrl°• • tlon `26 OFt [N•lttlrre"iewr 3]44 of D7. HtRMy 103, 77 f••f ew Mat f tM`0• t 1144 ! tN Hu.ptullF•crlll• Mgby. 6 rent Net er een•911t•M,M llekart Yaiara 13116. 5 l8119' ,MF oloRlftl ep °r • °enent.Bpw•e? (l9.9)o fteFa or ])1.M. ..220 h11 t gf06.• •nertuu1r}gerla 6 ?•br?lcwntl, r•.t lten- ? lN, 5 r- •.. of tN Nmulu•g•llten •IenDFt, `]05 !Itm th ••roae N nINM.)) fro. pole L•10. lx) felt N•t ueeu N I.IgM1) rrft DMI+ 1]•9. Si fret +w MFt ° tN • ItN e M llt0n• 3•..1 n eM w? rn?. R tulti.la al.k. 5if.en a 26 1973' .M 1- pfeJ•at- (-3.619 ep of • lij,)Ot!„t.) lryl D fnoM •DF• RrauM'. rbre oe I x6,•- 1.8 a1133 Werth •lmv, leg, glgMeT ]01 !rft .9.i1tY%r0"Pof `gti r I...n>. M t. t -P et . 1M IN N n er . 1-111• K a to •wliiv ?ef01N,011M.1'DI? yUi• 13-26,1'Jfi'fu I Nla 211ft 1M`E1n. et•wrA 'x65•V21 J x6 9JJ' 1Mn•a 11 710 f , •?`°n• n OFt Dt°J•ettN 10 ncNe IDOV• RrauM. (81.147 rt33• sr L 9 (0,0,00.1. - J.5 .I L. omen aleN u, ]. glgM• 101 Lertng-Lo at) lntare?111y Cx001fietnoeih•ef Yi°N,e pr}gg?i,m RI ?M.1 ?1M_1 Met05?n [tit'il`u'p oeef•1M A nti{•G 1I....tN •e1°gle•i g et• tr •m ni5k, wa 179a77o L 9 29.9• am In M tr'ef e • peer preJNllty lNM• DFI grouts. (TJ•?IIOf[.?!IC 11 x79 T0? nn Marbr 19)1 11 tN 1ep of tM1• i.•t 11eNN3lnM'L`lna N, t tN •u TN •nv.tlr Rlre, .Den npe1 26,-• •5.t .Il•e nF)[n .IeN V, 1. HIeM•T 303 fl- llnn?• wits, on IIt...... `1:t71 `f : "11I 1. T i«1 tuYli1-b• f1a 1111??°I• IT-la, 15 {•et r••teef eta ern III Ito: of tr el M W 19?i) 13nt1n aMI W'iw Y`p of : ]0 iron y.Y. +te.p.n 4,Ii g e6 .55B f•?i?1at3N 7 tmba • • greats. 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(15o1ii6 met<e. oreYO2 334 tlve n ucM1 n3°nt x X14n `12301 fanma4unn[e?Djeffe t, 6 v Mee[? or -16^ Uvn m-11 eeeti mlth, Drld ce over Cr- ,n t vxe 0.4° A en S le or cM v brld rn n wch Croen, ?0 net `noon ale I3L3. 36 feet oaten o Ar ,,, e tee lfnn a y, teM lnval vi tel N a peveveae. .; ES.Y, o"' '558'601 v 2 193: eM c M 1re eN fpe.tjrAJeeclnp 9 Me e6 bpve Fre+M. «(170.j46 m<torn or°55`O.M. v 26 -- Irl -repo x,TA-r -.q. 34 ,] Slav sov[ nlov V Ctt15plrvrve?l0ln'IQovn? ttrrvr... Ceunce, 1.8 rv n ml lee , •:nen sc o`n em of n t-vile t eRlV"' L0J rv.CorlMtatlec of the eon go - e n Ar PIII -2S4D' 4Ute. 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Nlf n• 101 rr« QQ ???? ti+fN/•m Count). •t t a nl• D!G« mr ol+n Cn•Y, (h , eD of t ?•wt'Nt •M t fro .eu N••t e • •IlIM, I. r••t •Nt of e• r Itr r tN 111n - :q uM 7.?G•l h1/M, eMn .tu«a IaP. )10 N 21 19V.' ()).MS to,. .1 IOM,5799 1 ) r tt. •- )i.J u1N north •loN 0,0, . h 101 frm «, t 9252 hrlf.r•o Ga?'). •.• LLl•• south •, I, • o mI, Dl I ...... «t •ra r ^ .r en ttlrr. 7T 6• e0t n t•MUl•1 • eu`••/t, 110 lef 1 t 1 •t or • hl/M•1 t,n• .IIn nn • 0.)• tl• t•? n G•.fM t rel .o, eI • t•1/i• ,eat N.Imk 70 t nrtn f IM et•, r- tu .f rlr(v+l, 1, rr] riln tN y l A .Gm•ca al•t, pM '151.09.. )T l9)7' .M ••t th`tro 1.t r • 30• lneh aIM nl• «•l yrn;rallM ! IneM• •bn aipuM. (46.1tt oler 151.336 f«c.) 2 77.•• lA J•rhnr -Y, 16-1 u1N •Mth •.m• O`1, R?Al.n1 101 frM tN Inl.n•.tlm sf a.erl` Ptn•t Ier, Ar.• 9 Cy1lN Caut1 I.P fl•• « A of tN amen . u•1 •t• 1 .n e1?1• •/ RM P?r•I- T)0 nNvr -.tor) Nl. lieu b .Nt M of 0.)•.11. We M•e1M • w•I.'2I frt • h of • ..fmt Vrva• ln•, 39 Gu ....tI. rtWne np: o,yt ri.pt "16567 0 A119)]' IM 4M 14i1Y°lne er 0 us:3i trL1 ,Ha II,, uo I .per. "-. (.T.)31 lot... N 27.-- In a.rrenav epmq, 16.o Rsl•• .men •lom U.S. - tltanv«[y1?0t1trrC. ll Gt.r.•atlcn C 4> of AeY•,l. Dcn•t •M pork' Aw- ISO IMth •t .1`•?eM 0•4 N h et v • °S ? 1 O 1 .... ' y III, II f tb mth .M ° r tN .NC aNt nt• e.fllna. U r..t .••t er tb ... to, 11« of tb )) .R.Ne •]3j.650 n?a7 1937.+ `0.507 mt.et°m 277.BB•m?a7 rdt rv.. -- In J fr D 27 Y'0 u ^ . . •iNn Comt>, 17.5 v11N •puth .3oM V.O, SiS.. 101 fem th. int•r...it,, of Aebrl) Stn•e •M Ieit. Aw- I" It lerY•, Cull•• Count, 6.1 sill[ .mth Or cb CyllN- t J• Gnm Count} niro, ].$ uy. nertn of tb ponenG••M-.l••3 •roh erieR, or. on Plr•, 0.5 LLy ! h of cN VD / Non v F , yy) « roN }blot nertbuc, 230 re.c eD LMNC of G, mtbut IM E ; er . 0,2 -.Sy t•pg«cr 110 G.c norttw.c of a 1•feet D.a•! •tvp roHet3M b t f..t •Dm• tN arOUM. 71 rNt •mcM.•t .f tb .•n- . •r Slro of tM MNM.)A 2 -t hitN! tbm tM «e•rnt. st•M.ra aiN? . ooPN 487.]67 D ]7 1933" .m ••c !n eb top et rF •, i 19eh•• • • RreuM. (118.}80 ..t.°areev 46;.i9t J •It.A 6 b•e.) nor # ' T n.-- xe J•rr•,.on cemq, u.a .11•• .oath Gent u. n. x -"• . ttMq 101 rio tM nee natlen of Aek•r11 Denet IM Vert. A"". N Orr Cyllm Count), 4,6 •ll•• north of tb ement•- ,I - + .M-.Gel •rah IIldg. n•i xen pill,, 4.D vtl« • to of tN CullJt.Gnon eet a2 lG, 0.7 .ill .t t . l.lviy .••t- .i?r.: , ? mrnc rim • ,-.hlN{lt 111. 10 lilt •t r • 5--t I- tn., 76 INt her r N I. G,. 1t« of cht ni an• v ) . 2 f •t lar ` IV6,Q YL . , •r p•rernt, A .t•M•M at, wa G .[ tee • am I. M 7 1 7 T 27 •m not I. I . f r 1•ec- 3? 6 v iat Ii vn erauM. (175.r [ re o ... - r SiT.l2) tNt.) O 27.-- In S•tl•r•on Comt>, 9.5 mill, I.- a O, O.D .n . Hi.Me) IM frm tho iI.......... of ocI.Il) atn.t •m tarts eI nli5, eI'llu eeunc>, 2.0 .u•..ovtn or eN e3•ly. I ho h a.h m n m- 11 Yy, t o a p ens. r• lent- o tulr' r • ftlM u • I5•fo l r16 i•. a rfl W,tr: -. I • e u eu n:..e .M . pr . rln•e•el• CC si, 16 It nertM..e or Sa-to01 v.1-11 lolth - 2B f j elt I—- of tN gntr•Mr I ho of M n r •e [ w,, [hu LN r• c A .M ) 2 A k 3 ° oohod a1, 0.072 5 0 :7 , • ay 19,3• W • in E t I, or h ra t.prtletlw b SneM• em. Lroum. (161,979 -.1. m 57M.Ow 1 - I; -R V 27.-- f.4 IIIII south .loM. U.S. HSpM•C 101 f,m tb 1n• v? • cen•etien of ek.ilu 4[nrc M •G• I.... venue a cull" nt>, l. .IL• e h of tM -uM 1 Onente 0 f6 ?.'1 i q N BPV•ent•1 1 • ];0 test nor M.•t n t Cyllu-S•fft.•enr n[ 3tne . t north r 0 j ., 6a' I e • 7 •feet 131, en t mt Ia. I, - b • h111, \o f• M vn et tN t llo • ^ H ". 4X d M Melt .M1 feet leYar thin t • t.hul t. vrrn h t i " k' .. $7t .7 1973 MM n n f n in? l pfalectlnt t nenrn r,eu •(77.AR(`rt er• e, Ged i19 •q'K6 " r . ee _ t/ ]r - - '.3 n ]ae • .loop 0., U,M• 101 frw tM in- n r ` tene eN etn1 n) r erA e•'rk• •nu • Tnrk• CI•l3N n t P -hfel t ?nln h ltop thtM -I tmiMnofrcM I,,, c` ?ar er of n e+n er 1lhI Or M hl v M Snf? ? ' e l Z crv pnvr»nc. •n tl Y, •G t reM. MO v 27 A 6'll• . . '.'+ 4 r ' 9)J. (,l M,29 O rt 17.-- +.fl v11N •ou n 1 a NIM•> 101 rrm 111 11- - eetlon of lekerl2 0[' n •M Folks n •t p??Y? lellu unt), 120 f•nt .m h ° SRM.) Ovn..l n ?-6, 1 ' M }r , a 3-n11• - a n[ 2]5 N•t not n of •n 10-Into aonente tlM ulv.re •t tN`° t? I ? (. ? _ rn. rnl of • ,[ a nlll, 2\ fNt noon er Jb- nto °`rloet •tu•p proleetlryi 7 feet "Ill .1o, 31 feet v er M M • r llrw r n• nlrM.i, iret I \ [ nl „l•r MM° t4 nl N w.). e x lD ui.Y ..m a +79: i 5V • ? , y M1 7 9 a !n M p cf • De,t D,a.rnclnr IrnMr Iim M. (17 019 ? P • . wGr e J9 5dJ r«t,) ? > 'T.-- 1,1 nt]•• neu.n 'r 1'. J, 7. H,hlo, Jr) rem r,I I. •S{' 't r nrecc lrn of Aek.rl; :r rrrc •MM fora A. rn•r It W 1•Itrr of . re e le e nll w..t , ra rr • en WII 1?n11' e NM.nt. „05 ',It . .e of rcn••m-•e.nn vin ? ]N f J 1 cr en[ nor. of c r lln r the 1/M•^L ;0 • r • pnlr, In Iln. -I `• Irv or Po e ]le t • % e ' ? 7 1t i f in. ?irn?.er-wy tenon m i rm nlrl,rl tM •r•,r„ A h N 1•M,nr 1•k. + •n + u,0:6 Y ]T 1y 1" • In IM n hf • [ PrnJ e[ir n 6 lne M• . o r rn M (p 60nD ` . II , . 1.] e,eo-r. e:in6,irv; rler j t 2•.-- A[ :`+ll•n re sore n! 1M Nlr l ` k Y .- MMU11 G>r. • xl?r ?'rent 1 1„rN rr r•e• of tM o 'oh."'. four • fon 1 toot Nutn of n ln !n nr `rt m t- , u e • r e i en +M 1•r• ill I. eP f p ' •r ?M ,G r? ' l } I °• r ,1?k h. • Me ier M 303.55, : 17 IT.v" • vnriinil). IM.591 tore hr 7a7.71f ,.stet -1?' y A 2fl N: •• At r r pi•11 •+. Cmnr ), 0,1 +tlr rrr .Inns d 11 M` b rmlry§ A T ,N Pt .1 Nlvln llr lerrnrerlnn At ,lr .etn.nr n • • .[Inn iltvil, rt5 JJ,,m• nor Mr•r n n hf , ' t .attn. m•Pn •t ]IM l x•lnhw err ntnh, ?nltt.r r•rt // n • o r 0h. t1.M•l .vl •la.M 1 /r al `•` e X' , , •Y, +G. M DIt FJ'NT 19t •M •r In M top ef fret.) e0nentr• 1311•' 1. 1.. (men ., _'.l: M •Tnl• Nn•n r v? •.[•411•Ma •M 3l. •1•v.r lpn d•• Nn1Ma 0ho0 -1. of atr Nnlnrten Mp•rtrnr, of NII M•)• fn n M M ?' mr• r 19J . nr V p J9. •• l.T Il•• north .I o a S"hool M frm tn. I 1 t k / I 7 ??` r r . . Intrr•Nlen f AeY•ri) nth t r.1 Y1 Arrnr• It Cl•11N t G t I F M P t .,nt, nl,.. r n rnn t„ c nn I I I' --VII. 11 ) I I. to., n t n?°e Ix•f hen fir • u•D 0 ) atlN \ t fr•t •nm•vtM ` ry y 1 l ( ' I d,M. In Iv. tr rrr of tM un Ine L-Ilu. 77 -11Nl °f f r N l ,{ rc ?1 1 J"' •%? . Ilnr o /M•.r I5 f.rt •OUC of 601.b 2Nh` lnr•?prlin tM h11N,1. A •l M.rd tGY. •l?wre •95. M 't ' r V,r In teNO. • l DreleatlN IneM• 6 hnei • • . m. (7^.091 c r. ehniaS.±;Q reel ) ? G . l f ?.p i 4 t ere. e?uvWJ?- r VIII190 bTAfE] !-T I. OIepL}lC OtOM12Y FlrocoM,r 48.3184 c xn,-- z.9 ma•. nPren .1enr v,e. xlrMey lal rrem el O Sn- et3nt 1f Aek•i3) 2485•[ .M Pert. Rva a C If PUnt1. • • Intl nv r ].1.8.1.1 P.iver, T n tnt Ig V If tlr CNwto M ar IM 5833.8 o c a eDUtwntp tm31 (ett It of M e•""' 1" or n1LMn. A • M nl.k ti•r•e x71.768 C xR 1973.' (70.)86 33108. or 911.501 feat.} •0 a8. •- 5,e mllr .lets O.S. HICM.t 301 rM tM In- •0tien of A[Y•r17 ]twat t eL6 -9 Av n y • , C1ell.m CrauntT. 95 reel north of Dol• 06-4, .. fe n th? T-retl len0- l y ,wc o Oe>ewkl Patin 30 nat ... t or IN 0.85.8 line of '197926 O72B l0 1•wl vlte cM 33333385. A • aMaM enk, • ampM J•oclnP. 7 IneNo ibms -- 5(90.972 mewttnor292 176 feet.) , 28,-- 7.1 ntlee lerth .lone Us. Xt¢Mq 101 trN eM lnteiretlnn of AeWel> ]C M FmW Aven\y •c Ferk•, Ci•l lem Fount>. 5.1 v1U, .Mtn f 1. June t nij en of 95118 H3rM.t 9-A LC :?vv?o 0,1 v1l• h if LW -1, it3e.,, + tN .eu Mast e o[ A lots une•neePo .re .wcM•a a M.> "t i0 feet cn ,e! tM n1¢Mn)) nm 0 • ar 1- ar tNm aMnt iSlN of IN pol?h;y h1p1Mq leref aItheufthentevien- - rnc A IM e Y, wDM 347,660 L 2B 1903• Sn (1C6.09i I. ea re P,•J*8 061tia9e.. .' 6 i"N• •b a rrwM, F 28.-` J.111L• • th .lets U,S, x3LMai 103 from tM J lon ar ]tat. NLI.MS7 g-A •t ]apvheclallu EOm\c7, on 1 flat, 170 n•c •wt MA.t f tN • tN•.c r r of N Stete rerett Plw Arovl.tlen MI]efM 1x t•at ,wcMe•t or pet. 41.14, 15 n•t touch Of tM eelwr 1LN of tM hl Phr.>, • I•vel rlch tM •e[ In l (N 1005.( aonetlrots po•t•9rol attN ?Lne12i•e s18 b sJ?rwM, 1:x.621 rt.- I, tp2.a99 frre.) 0unee1on8ef 852.1 q1... th .Iw. V.S H1FM.) 30] from the ortM II of t 9-A.aeppb•I:: C]•1lu eoune>a 0.1 mtle rch f Do•clltltiouen t49RW 325 1- 1 en e r IN ,IN of sNrntGMq,vam 1.8113158 M 08.885. fA • ...... wY, 1[.?we 502.748 2B 1977' b 1s to t poet 1.811 rith N groom. (357.100 8018. of 50x,95: 8:.8)335. If 28,-• 0.5 -111 •wth a1tN VV.. t3.. H1EM,1 101 nm its 3310855 ltnthr 8W10 Htnn•r 9 AV y ?' Cl•llu Ceu 1`e (net 18¢, e. N13a2Cro1k. fe tNtteD erEIN ,t LM a ne 1.3118/. x2 f- . 11. 15 of tN 8115 <nneNW)) aWtrnt 1x f•onetrrtn ar ne I-h I- I, m It: I ,:) ptl 1j 17.-1\•q 28 19J a[ A -. )?'rr(127.293 -1. or 417.621 n.)tr J 18,-- Ac pp ???? C1.11.v Cwnt). 225 re t n ch wt e` [N umtlon Hf ntulliFM,> XA.9o33M aM U. ]. NILMa7 101.818 n ]nt, 230 3e1c t • t of tN M pmt .t tns Junetlen S?rvlee 8NC1m, xSln•tt. ut M,.t of tM n ltN of tN hi .>, M 1.331 1158 tM h1/MA7, A •Nm•M Gnk, • •swe •559.138 J 2" DeV:.m 10 in tN obl. o ao]1et.51 6 1Mh1e Eraum. (U0.oy9 r ?i59,6)e it //yY tN luMLlw of U.7. q1 MaFhtOltatleM ]tatCl•ISw•OOUnI)f 8555 n•t wa of LN -I .trill-It If IN 1471 M_, .81.81 .1.r M.rer'"1 1 LM bwM.q XnpeK e t 011801. rtatloMl u t1e• of , .IurD 1101.1, as fe•t nutMnt of roe1 Ile lfNef tN nl11M. M 133.1 rl[h tN I. IN Mat. e1tY, .uwe '461aI 914 X 28 3933" 1 t In eM 8330 of 181 A e~t6q.137 twt,?relletlM n[Mt • Areum. (15x. tart !.Tf, B. 76 10.8.0. ]. ).-- ),7 311.5 nertM,.t InM Stet wfn9-A or tN 3108.5133 of n ], XtlM.a 101 • , Clellan w. 90 f•et M+•1 aT !r e f . [N r lainoet.n-Ft7 , 35 net • of • JO•fent rrY ItlA,,1w . of • 1108. , 1` nnrlh of tN .581.8 of CM hnlme>, At tM feet of •1 p 1 13yIM h111. aM 1, 2 Vi 01 tN ..5M.> Unl tan .8441 Oeolo1le.I ]1088.) - 4" 575.Ii9 R rXlx rWv ptA r0 3d 575 1911" aM .lI.t1rrtl I' an I N Per • 7•]/a-cne?tren ?•ee1M 580833. ,DOV• /rov 13i5•T7R 5135 *1151"M161-111 e d L 9B.•• 5.5 .,1.. 13354•., IoM nt,t• AItMa1 9•A frnn tN :`155333 to of eingtrMe 101 c 8•lphP, C3111em cmn[r, 5.1 .e . 1mneFim et t 1..F 11tl tnl to 01.05110 M). n brier. er Mgon .8334. Iwtu7 emer .n a mw.n M.'lyitlMr t+tlramt•twa3r^ 7n nee •wth or eN 1011, eerN 858.51 DI frrt ea• r M r n er 3181 I, IN bltM•> rte t., r Pet ;Mt• vM 1 (r+' 133.1 IrM.1• n rteM ettY( ? 1 AA, r, Se. -. ° lu\t.'n,(loi, SSA 8518• r 55 (r,,.+, 1,? \ .. n,1 1.l l•e l.M SttN NI.•m•> o•A r ,?•aM rnvr••nrn4intrr?wtlrl Clailel Ewn1), e•i ?,ai : •8111. 5811 ny • ?r:.? tM,l ?ni'. n -h- l::a, • • r t n, 111.5 ?i.> 11 mtM.r, . • • r;•t. u 1 . n 18111 N rip tt N ,48338 ](5.410 P 1(11 IA • iTA ,o 5^ i(1 19?T• . 1 ) tm D ea . 3tiln 3 ? pn(O??`tyl In 331881 m+NJ•R)J1fe3r)1MU[ In e w rn M. of 818,5 to •ISh nl)?v,tninrlonlt+lh3.,lmaltt>, we 'S YI. V t xA.•- ^a.l 1110 .lots ntM16a[l XIr M•: e A nP. tM (8108 `ti Ti 'Iat 80•11Mr I (95311 13.1 ,+ efwcNNnlt\r3 Intrn3lt .58881, N •• I hul to int. 1.5 fr•tn.OUt M,et eft r , 2Y f33t ANM10n • thin Xtr,n. w.mreay. rtM••t of tN v Wr 1fM of tM'MeMV, mertiv.t rro • tM i,"Ma7 rem poll 1156, • hlu .oOF•n tier.. prt. A • M•M 01•k, • •mD•8 J.BiS q 2B 1977' M ••c to tw M 14.019 M19t,? Diol.ecSN 8 1neN. •pw, greuM. (4.979 79 rtaro lsr•liXM?iNA3LttClan givnntep?•li.rwuae3nM194in1•~3393 w 30 (0.8.0.],).-- O 5 atL n tN.tt I- tN I- to ?"n f^lcfrmt- [ Of term inurwlc3m •c p??p?, EL3fAV 051080'1 171 otf3w AM WI-I ?unlu 5x1181 N •M oTL,Ti lm.e: C tN 1G prt M It, 10.9 1MnM, 21 vet of cN ve•E eorMr of tN NS]GSM. 9 Cwt 4wtra•c of tMn•C 3358 of tN Tlo.eeni .M M • vNt• 33 p 8.1 8 rltr1•30, p314•t. A OOStM . 0•eleg py+•1 ic•maM 111 PT 30' aM Sr•ttl tM rep t • !-3/2-110(5 6eem plqpF prolvatftle J lnolre .Dave grouts. (7.220 rt•r• r 10.)64 frt.) 8 28. •- 2io 311.. •a•L Su .3enL brat. Hfehra) 9-A nm 51.31+n C0unt7, ,6 8111. van[ of = • ro1 brief, w•r • 60 Meat orol• 18-27, n 1- norcNrt of LN 885.8 Jim 0fechana18Me1, e 5 1- nnrth•.et or a lIN Ntw•D ,e Jae•nr. trl.phera Pole,. A •L.M•M ei•k, .tope. 227.982 b 18 19)7^ .M to em .tt er • e DraJ.eelM 6 SIt. abw• lrouM. (R9•SY6 0 229, 199 ie [?) T 28`-- 4.0 m11e. •a•t along neat. HIgM.7 9•A frm fSent, cl+llAn 033859, 0.8 vlle w.t of . romm Ntee• w•r . ,.e k, 30 nee 1.818 or tIN .th •M 0f • 0.1.11. t.M•nE N•rlnL Mm.. M out 7 taet rest of tN I— 0 11- oa tM h3AN.) its I— .5fitt'i:L?lnatlv?n1. A •tW,M n1.k, • avptl 1N8.E63 T 2D n ve 1-— (57.01. vets. tin199.O45 [se91?1•e[lM T 1MN• U 28.-- 6.1 81381 sa.c aIOM 3Wt• g1AMa7 9•A rrov C "I" Ceun[1 h • vtt of LM Junecfen of et;:I0ae I+a hvt In v?33i S. ef th. vl blelinve e?arib3p Crcek. 799 nom. .dlletl'ef a .10O.9 x1, +e tM ap aM 3315 of a et•ltlp v1M1M gran., 25 t••C 88858 ( r I of tN DI" 12 nec norcM4.c er • Dole. A.t•MeM nnk. •Wmytl 90.6'(} U 28 1933 M +. Sn N of • e0 e • D ) 0 its 99 tneMt va ErouM. (88,17! un er 190.857 1sec.1? V 28.-- B.311110. Beat elnN t t• HIRM,' 9•A trm jam C1a11am COUntp 7. M1•. rnIt et M Junotfan o N lean Tid[ eu n up • 8111 t aNMeMB r.1lio,e c nr ?Y1 ?1?} 10 feel rt.t Pr a 1111• NM•nt NariM -;t •a t6tM rt-Ei IN w .c of • po1- 0 on <N .18th •1n, or tM h1FMa7, •t t LN foe[ o` • 6-fwt •+rth Nnk, .M 2 1335 hfRMr IN. cM Wp• A ..Mara nnk, . ..pen ^151.765 V 28 197}" • SnrtMntw of f t[n,rot• 1- 1.101 vlch cM St.- (49.238 rNro er 151.742 V 28,-- 10.2 m111t 1Iat .1- 3t,te H1SM+1 9•A Irw Eln31rt s hal Count)) 1.2 Slnt r ac of CN )u .I,IM of ?tM1}n 3.8 e1y1e??1?•-?de i-4 u h uf ce tM abaSMeMe nllroa v town r 7-- .1.; `0 fe,l v f • rotl•n r,t• 66 n,t eu M+.t of A pn --i6T eu h or IN venter lit f M m/hOq. • 3 M11t 811th f 1.5 031 ..r h k. A t.Mem 8154 , •uwe 275.016 28 r V 19'1^ t.t in M to' of , e e proJweiM 4 1neMe bow ErouM. (11.687 ruts er 575.197 n•to Por tlettlnMl Mneh rrY. to thf. ]noatel, w "7818 8(318 co O1F•DI+, V,1hlMten (t5 4.•h. ),• 11111.1• Count 3 111199 e tt ufneNSJ t•e -h " IMArdA 1N .1053 i D , nt I. lf a aeaMOMn tl .I twt -tt 1718 1 ASv.rt? 1,2 flea •, r tN S.•l Tvln nlvlr blIO, M e N 1MlP 010 en, 310.(115 n h of tN vnGr 11M of . 888,8,)) 1110• 1M e+ t e • . 31 nnu10, 40 nec .Yto r • tole, 21 fwc C of the C•n[1r 1tM of tM hlgMa7, n•t W. er tN 81185• o1- 8'331, aM 118,1 rith N t 1855. caM•M el•Y, e 7)7,403 S 20 19)) " .M • in M tpp or • pelt (.t`s'ttrq 7 1NM• •Der• ArnuM. (10],89) w,. er )71.51, 1 20,-• 30,9 mtla. -St .111E 3t,t• NIFM.Y 9-A rrom C3++3]10 Covet) 2,R mil,. •1.t f the 1-tlon of ?tN1nrteM1? lei, f h up • nil( co tta .NMINe -.- 5331 of 1.29.-x? ti 18558, of • 'f•t9?l. rr n M D cure., 10 r... nnr h of pe11 i t 1335 or tM .1848 ifN e1 tM nl/M.1, 1,811 rL,h LN hm..F. A •uM.m nf.iki, .town 558,066 T 1B 1933' .m 335 1?J N te0 1(5381010 55".i*Ittiti3)ot1h, 5 IItM. bev trouts, {170.152 r 1M .1 tM It- 441.11 '1 )"S)' :%'^2 q?Flfi343:1Y6 J6 ?...::.BFTb biY X E . :k IY r?n ? 4.^VSYk f ' ^ H1Y 5 1, i I ! ??21' ;y ?1 _ •. IIl.1 V_Y ~ 5G'I ••`i 'MVGGNN W,;?D4 ! YwP) 5r ' ,..WT WI'4R E/1.-"!,* ,Rlt A.?t, t . 4 'p dil sl ` u? 7 111 p R a ? ?mjs f'r t•} '?i4 A n I? 1 I l r , 5, 1 F ?1 , 5 t rt, PRICE INCREASE a C;CaU VUii, HERS Or t 1. and ?? °°4q~EMOOPREPAYMENT POLICY r? The NOAA user fee, based on U.S. Government policy requires ° the National Geodetic.Survey to charge users the marginal cost of handling and disseminating geodetic products. The following x prices will be effective March 1, 1985. r rns s r $ ` Published quadrangle booklets - horizontal or vertical control: I thru 25 sheets, per booklet ...................... $6.50 each h 26 h 50 - -. t ru s eets, per booklet ......................$13.00 each. 51 thru '100 sheets, per booklet .....................$26.00 each - 101 or more sheets, per booklet ......................$50.00 each ..; .R - Complete county Coverage - horizontal or vertical control: Old format data not presently available to published quadrangle booklets .................................. $4.00 each. E Manuscript form -horizontal or vertical control: . - Unadjusted protect data or recently adjusted - process of being incorporated into quadrangle booklets. " - 1 thru 25 sheets, per project ... ...... ............. 56.50 each 26 thru 50 sheets er r t 13 0 '- . p , p ojec ..................... $ . 0 each 51 thru 100 sheets, per project .................... $26.00 each ,a 101 or more sheets, per project ..................... $50.00 each " Geodetic diagrams (regardless of size or area " .. covered) ...................................'............. $6.00 each i,.._ Geodetic main frame software First program coptetl to 9-track tape............,,,,, $60.00 each ` -,- -- Each additional - program copied to same tape .......... $10. 00 each •,'. 1 Calculator programs fur HP-41CV and HP-97............... $10.00 each ;. Geoid height, Laplace corrections and gravity predictions ?t di rst pre ction.................. 520.00 each dditi l t 1 ona preo a Ct 005 On Same Ortler . ... ............. $5,00 each The above prices Include postage and handling costa. It is now NOAH policy based on Department of Commerce 4, guidelines to require g pre-payment on the sale of mission information to non-federal organizations or individuals. Therefore, effective March 1, 1985, all services will be +, 1 rendered only after payment is received. .., N ^F'S'WnP1 ?1 r ai,l` ,uP l , j p Cpl k s ji I o .d.L, 2?° '?'n ,w .r r 4w s{k T 1 . F¦ ,. t ? I i l 4 .i 1¦1¦1¦VVV--- --Y --?1?1? ___777... yZy { .'t1 f{ 1 j 2,2?g ?'?4 1 r ?k ? q? J'7 1 a 1 1 { 1? 1. 1 45 ..h. Rallaed Jmunry 5, 1914", vhip `S ro1Ay pluff, Io a mge ¢dt ho A1.e on f the Llu(t M r?•??yA9 r11 e[ 5.374 6, t the -notes 11nn. A tIVI& irvk, a mie ^),• /l.b)tl '•1"9t { nicer feet.) -dt USUM I-II COA.^f AND USOUS-c SUHYST •. - 191. be..h mmt 0.- b¢ YSOLt•d It ertrece hip m--Older levelluD t16a. P? 11r1n Aiver. to Olwoie WnmSwtov Tldel 2.--- DOe<-d it ill to Vlvembei 1944. St__ 11•mY1mv eeeed Ne Daa-le of D.tm Ot 1929 71d11 1.-- Destroyed idol to Rovrm?ei 1944. tp[wp the m.d3m of Ne PeolTlo Ilorth,rovL EuDPlomntmyy Adluat- t 'r m tt 1947. )Tune elevec ve 9tD•pt9ADR tl ens o evl.uvly and or the ur Line, p bllm 191¢•11" foul. N POit AtNelev-Nam 1my oioi 1 .It fro. We eDeMOned tort eT •Mln AN. to Po[t ApLOle11 LEe CAS1e9o, ry lwautee. St. Paul it ...Itm Rml["d from Port Apeelea tni.up NI 426 111m to Post DSVa-Oryl V.S. act., 101 from POiG DSucovviy to 9 14.--A000t 3.7 mLla alOt nIt.9 to. .It Avg•1•e-Nam Be> the I...tiov of U.9. PSpwy Au; d Q.O. PSpwy 410 from im, oo e(ehwy from ]o oe, Clellm CougV, mt 225 feet wuteaeet 1t J Llto to O1y¢ySo. Zoe held work wn done (rov Soli 30 to s+pm wooedge, ppeut SS pet fwt eoutp.ee< yule/2C m AvEUOt 28, 1931, py a ty I. char'. Or Shade. Plmce. De J?uov it.. of th• Reyes Roed 1••dl o! sau ce, )y ta a poet _ or It. .w er lioo o the h=gh- 12 et .e t or 4e• .nisei At.. t Sf ^• M. vet 3QP7y1D s n mlmogrep?ad lilt dated 9aDt¢aDOt 9r of told, ma 3 f r14p4a•or-way 6woe. 4 atmd- 19)2. M SaaluOeo eddltlo"1 den flop reyoiEa xecelred alma W dl et, etmyed •249.471 D 14 19)1• st m ho D of a eot-1 *1 tol SSIt It. DuDUeh¢d. teY D639 • clog ,Hoot 7 IgoLee epols .tamp 176.090 m•ta. ?" ry t 249.0)9 fr1Jeet . j yo: t1dn3 De1oh ka Salluded Sn <Dlo oat, eleyntion4 11th or DV ?.?. i yeot t4 11,11 Sdel data ytenoe ero evellme on rat"d t4 C 14.•-Aab." 5.) mile. .,It •1149 LM Pelt Aey.l• N m <he Dlieotor, U.S. o"It and GIWetdc 3uirey, ? m1o8t.. 25, D.C. hlghrey frm J0 ee. Clellm S... amuY 120 f••s •ee ( ' } 9ewrlu 1m1 9ta - Oil CO. .: lo• •mtlga. 26 • utp r O4 For nddl<SaoW panto mike I. t4 v1a1n1< B y of 11rin R-ro, to. ? Oe • `:- Le• ?Sgtm..i and ) feet LOr tp or it. tl yt- •'?.: +AbYSI a ^AD.rdtll <o Wil PAIIII, WItIt to. I1 It l." ey tatva. A aaM `LSk, led •)86.479 C 14 1971• aa4 / b g vevvre }s Jeecl vg abou< 6 1m?•. amn tG s tad co a o Tw1n inns,[ emtum.tA4117 850 t.ter. oe 7867646 fo4Y.) U `lallm Cma4y4, .boat )00 bt or tt4. ro r _176. I [?,• Sop .It• 210 -t .K =¢e of th. ,.aces of to [.limed S u.--Abort 8.) mile. •e•< a- -Port A>Ng.4e-N.m Bet svde .1... t I- .Hoot 80 _t Ttl tot le• Beet e16. Of a 011 ?isb4w o tmm I fee c11 11.m c4u`ty, 15 f•ee neat Ws 1eo •r of lldivl re ly It... v PLOell, 0 Lac north o Lhe . the •enls 0:' e L tog 0 Idm Y411sy, eat 55 Twt .a Lp of • 1 talroad .d, 6 test wxte of he ease at m rap D Or tea o +• 111,1. the Sp?•y, III Ymk bout 2 teat plge- .",'v?l? e:u1ut 6 r.•t Algh.r the. t• a end 4-14/2 f c c r Iaetl- L Lrmv sherd. o Lova[ a1a. •t?'D•d 299n94g.7489 D 14 • t""t Or t ' u Dol+. A "'It" I"... aola811e1 9 •y etemard csy m-mk soo0er4 uad, [119.780 mtaac-P294.553 Jra•L.) rout $ ?? R t yad 360.29e PHIL TRAY eTA NO 50 1917^ end r1vt•o Ov tl,s top a ?t • 3 -1/2-IOeh Imp plp• proJ•.c3og mOUL ) lomae •m.. gtoum. 814,--neetseysd Vxio[ I April 19)9. v'I (48.9 '11, 160.472 re•c.l --T?• t mI b iw 1:d by drl.tag taut 200 ysma -i erore i4eop• Se•< Alyax bridge and twni.9 l.ft on th. Liras r 14.-•ADOYS a it,. ..,t elan. tM Port lvgole.-Leap Bey up s Alll. Abeiggahlw4?y fmm N -III of Ll,wln e4d Ilr.t girl, to • Pert V 1J.--A mos lr.b .Sill we.[ ,long th. Port Aagal.e-}leeh C.y of tie ow t•r111o•alftcGe AfBpNwnyt aJJlte•t vee< of to omtsiilr h1g?.r1 r mt]°ie.,tClvllm Comt>, ebept 0.6 m11• •"t uyplll it rani A• 6•a r ne S.a Sol RS!•: rmg.' .bout 211 feet a perk Lvd z -04 r L lr• rlgpt nr-ray e eith•.•t Lt W Ymot or NLe W11`im Cooper ead•nc•,4 e? ut 110 s .oporeta disk. steepsd )59 t 14 19)1 4 L Ip tA• o( ^`r e:or: • or the e e .r W D0•c rol log anus g ttm¢g mr•d9r»md. 191.bQD _ of A m• w It er or . o.m-1Y .teat gan.,ra rr c ter. u or )00.62 ] }+ r Slus p.V • map ep t•ot- ca t .Y.1: el fw?y. • 41•k. ae y. •175.5.. Q 3] 1931^rd It iq ips IS7r790 m.t•r? y eG pm ,..plot 4 II... I.1. 0 14.--AC lee, Clellm CLUpY, t New t gram mr•t 175.754 f •t.l Irma, eqn nt-Qi• Lrmen..9A1.1, qe tm n t • - " '-i ,{t ,y Y ill--AOaut 7.1 mtl•e .••t ,sang to. Port An]•-`! 1•m B.y t Om - DotiamL4 e u top 6•raedt.k, -pId -3.t4tfir 14 19)iP?q ?•' hlglm•y >m to , 4 amens), ?0 0. .e (62. 5'!e a 2t •tae er 05•)18-1.) Clalim tt ? m1 th• ro? p• pats Countya.rW.• 4 of a lE up at L 41 IV.0.0.9. ).._At i9;Y w? ?! toil. rood" ep•.t.. t. t•.< po N If Nee line t ASgp• Poxc M Sea, Cl.llan CO-d-, • ?ol•, c W m. Cgru6 11 1 uIrt. it torn,[ t Ifpc?md C 9tr novels .Noel, 1 It t. vn6 e A 4 i9 i•a.mtue 4n pp.bmk. 1 a11 t-4. at ;wdt•2576.04 6 13 er...41k t Horns,. Lem) . e 4 • to it Al a 9er•.c. v - •. 'Irl'. • AY 1 p qq{{ Spo?e m -- O( M- n-It vw.I -112.1 the u mMng, 6 Ito b6 k lames epos. yowd. 1'!9.)71 stirs Oi 2$7.779 1 1 rvst.l a nor ..et of It. wu haelt to, 1f W r•o•.•ed mLien.•. ma _ ei N• th...I .49. It tI. wit. l Uvltad Stn N. 0•alogll•1 N • 1).•-mop 5.8 -1-- 1— -Ot - Port Agg•1•a-Nam a6A•r BV r•6i.cet0aia diet, .tsvp.d •209,841 L 41 1929.• (6).705 m- ] Alp> rrw J,!°•, Clellm C vu y, In [snot of th. Joho W. Bu V• 209.005 (wa w ll _ hmJ'I , 4' w ldwe•i lip ?tgSS U<p •+tlh?riatI or d ) of oroIp. 2¢ Dole. w4t of H 14---At Pert flh,. Cl llm COVai I• It Wv wutp•..t 44 rv? ?k L 14 Stu - tmEUn tilt. • n e of lrla moSTl Utrr• •r i } ` t. po•L pr4j I4 a li0ouc98Wto°?ri)rb0le0p1uh0? L142.0)4 I I1[ec Il.clonel Hmk Wildlvg, to cdtvonos.i•11 48° of eq4 tmlrri• •eY•t. or 177.911 test.. 111.1- .ou[h of revvL 9tr..L. 19 1— wOt R to. _.t BtI.- W ou rb 114•, 13 r.•t w.t Ir to. Lur.l Sit— - it., em smut S 1).•-Apout ).3 mile .rest .long W lbet Aomaw•N•m BV 4 (•°< hlghss tbnn GM •IeYralt• A a•ndem 11ak, .imppd •19•180 tt d Ai.-.y from 7eya• OLllm CLUncY, )4 fu..vote 4t w• It I R 14 19)3.• (S.Y SC mt•!a Or 19.547 t••c.) t - ltgT v.m pP •wI, 30 ta•G .••L of tA• ° • 2ili. q wm6rlvgi.vy to W• Wllll.m Pnwlugw Tidal 6,--At i le.,end 1 Ol•Ilam Cou1Ly, on tp• w..L .ld• m A1w.. ehE 1 !wL • c t N• drtvmy [.pall ? amdavtl Lt Lur•1 `tt•P[ ?. &Illo 1r.t 8en•tm, et te• r A•va Ola`, t=1 294.4)2 I 1) 1931• •M •.c In - y t • w r of h• Ib I.. mpuloltg 1p tA• p ooner.t. wll LdJe• t1 10 ppoo yy 1::V3, InI'll L mW •baw gm um. 106.7`7 e•t•r• Le eraG•N •p •11.4 ° a .log I.gr.i S-.0. 6 I...•....1 .r N• AA''SSff ]µ.6O2 • -roar mo ,bout 6 anon.. dl ?•i Nm wt. A 11-rd q •G diet, sec vVtleall• 16.323 ter. O'I2 45 f..t•1 L 11.--lout 0.5 mil. w men. th. Port Aag.la•tl•m BaY ' p19NV Isom Jofe•• Llallu COVVt)r .L sp• Crwlmt rn"Owlldaao Ti- 7.--At al.• c1.11m 0...W. It it. mrto...t .d ,.boll Wllrl.g aotA of M. bLIYV• •t W w•t t:et.•, am In ea ar or prat I Or. i..... - D,II. Iry Dme tm .b!•, '11? .. c4V r A• .-011 ll r N• Ira p from Na tbm. ALr s,i [wt •e t of Y?v Ih -seer.., 1`.S ran •wL N p• lluI.i _ 1k • - S otm dl 174 1911.• (u .] 90 nines, .at sue !tvN 3.3 raL por D o• n. ISra BerG oum !lq•, - 3 A. 966 t••e.{ a1-1 .799 T 1) 4 7 t••t nlrtp 1r • warp Ilo• r it. Svllding 1 W I I. by oT t W e 11).-•Al ?nre? ."it- Lovty, .pout ss r••t .•.G Lt W. r.. y] -? 1 r4:`:1e :.1i. "4 ued.ri al:r01aiti?Ui WC:l: or°]s?2?Sp•r st ) et sae •Ld °r t.Z6Ti, 11 ...I. It. r.vr?A:.•lu1 x.urold .ts4o, abwL qV rw th•.. t of e• .o . of 7I1s1 a,--AC ppQ????M a•, ciallm CLULu!•1nt1, o N. aoutn sta. D leyl• awawl Btor• buu dtol, Pout 93 teat mrW of2N• t• of tlr.t Utraa. v4uuTaidn?ac?.n m Llnwln HtN.w, '971 llp• Y W. Port lggaw•N.W ley At81m.r, b) la•t •aL o(bpar 4 p• Nonlll nary Ou110rn.• at L :ulclnW.e 1?1 ate nM Dm11. y ter llp• or W APt• .weA wM l.tllnm o Pert L[a1w Lr m 27 :AOi 12 1— .v. 0( It. 1— .all, d to [t. Wp of p. r••t III!, it. er x W wrh sews.l .amen[' tilt, ev have b or t0• mat dmsM 11. A .ta d?rd dl 19.824 1..213 31)t19Jt• a<d ••4 fo Wp • poet wlr• m )],>LI vat.l ,ry'',ti G Q mJ Llm Out 6 L.M.. apes. ground. 9(109.)2) altar. r )33.790 AL .•, Clallu County, L to. t ?wt.l e r. T.D. t Ius.O.D•/... e T uu;a..a e r of era .qd N?: IIAitr.•. C:, r.ac to otip• f?Y!L•=4 Lr.}-$2lfSML a•n r u4• or rtrn 9tr.•ti 2i r••t . Lot it. t.r 119• or ' y ' A..• atr 6 2 r••r ..It Or • po1•. A U.- Dtaia Owl48I.v1 '( Cn 114.••DwLrvIN prier to P•.w Nr 1934. Jurr.y .ts?a.tt eey, • . I M •94.1)4 PNIB Tµ1 .1 NO t 1417• .m /M1 iA S!a•d op tp• taV or )•1/2•Ineb lim pI D• ?uLJaotln8 LALut 13 ±d 1 1- S Innnw a o . .[Hann, (2e 741 ",ter. 9•.29M (•.L.1 1 Tld•1 ).- Aw?t 2.2 nit lo. pertA noes LAe A.te Neen Lod 1 frm ?y?e?? Claim war V, Wnne• O.5 mil .1a1w.L vlont t lt.--AL l 1, Ol•Il.• Countu, •L t ? wutrwat ??? ?,1? etSj E-«al .t. t• w.t at 1. er C,ng{t<rar••n G L • .Dort M n.r f IlA ,t n6T?? ta, ltl f.•t w p Lf • •r 11nm- ?{ FT. '? ar drat d ]) rar wet or A• w l.r Slru. of [ant. ntrwt. mbvrd dlt, • uf•d •1)5.7fU L 14 I9)1• vet •a 1n ? , I /3SA 1'.7 477.1 r n • `#.?'/+3! F4.? h9.v r? it.2, ', _1171 r77;rr a.•: . C-m .t?. ,M?t i"'d_. , . n I$rtt? ±.c , rr /??fl ri? ?yh r6tF"l ? 7 t1r8 ?? 7tP2 m. 1 yflh .. n. -2 (43.L)U m ° oe°33 3.?25cfa::°1 1-1/2 feet uvd•r geouvd. 114. `aAC Part 1•e, doll.I County, o cp. ee elde t stt::t; et i trm[n•?e:t anee'tio at. .oom L3ei of eCSpa m°•• cm •ct•.c lenl. md`In the t p r the artn and or tee tourtp eHy from [E• pvcbm. A o e[epd.1st, etmym •81.)84 t 34 39)1.^ I24.e36 vecers oe 81.549 ... s,) 614.--Dmcio)m I. 111r 1940. 9tea t, 14LIStMt? m om, Clell )1Cf Y°cgiorcpfOt tp• fir 11°' h>ai hY1i6i•t•'lc°9°apo`alrea•c°°pOeFp r e6. muce.:.c ..l w 1910• •v6 •• 1v aovhiat• 1a:ut°[luspaell°:h the -d. 194.245 N..: ) NOTH.--TtA q Lb ,vph mrk .u uteDlWhm and S •94M. v d.- Wm1md C 1ty p081w.t 11 Sort mg.La In .1 1 3940. Y 14.--Amuc 41 mLe 11e l"a the Chlaggo, µll.euxo, at. Paul k o.olrSp Amlrom from ME ,111- Cou.". it. at --- 'cD°mtrmeni m 'rn.° Dory, I - lnr8 °hmi,°21 •c3 uth.e•t of the `t pmher of a re[m - at • 1- 14 -, f mrb.eet Of sps iigpe-or-nq fepa•, me ov .p ..rth amt 0111[ 4 teat plgme tnm I IvV irsok. ? asammd diak • 116 +16.963 Y 14 1971• me s•W m pre yroleptlvg smut) 1011.. 10111. (5. xgx aecm°hr i7.gJ)Ft•at.) Daea S 14.-Amut 7.6 1113.• ..at slvpg the Chit..., Lll.wtm, at. Psul k PnOl tfp 8e11rond frm Port m 1•e, 01.11- Comty, at it. Tmr•Iw Ama prouelaaF JO f•[p• a cm SSa. °[ th• `S°ok. .m is bm eu t ch. llvs of sh. ed. .Wae- •re 01.18, •t- m •.90. A 34 1931• m ee Iv the - A s 0ov emu- 4 1.141, a:me gmum. I a.tg)bte. mojt.a) tlvg Wl h4.3r• 69 m•eer• . 14 Cala Paul k Ao1ifh°p.l3s9 ed Smm oriel°ml•a I -ta C..ty?'k:hiu% St. Or4LmlIa- 11v. or°ch.°trepk,°96 ts•c .ouLn ?Smle pwcertlla•m K ihs old h1gL+et, hod a te•t .e.t of th. lat- It.. °r . e1d• rpm -Cs -t 1478,291• A -1- dWk. -,Id •191.x79 D 34 1971• W at 1a ea• my of • pOmr•t pro 1•otlog .roue 6 Ipah•e sDO•• gmum: 158.753 wbn or h91.45) f.•t.l III Pwl k Yfit Rai5.5 i:vmwe•°a`uls, III— 0ou t,. YtI..ttl.9 at• 1514 t•:[ riC•:h f ah• a•t, A °Ihn•pin k °r'1 •a (391.73), at tn• m 1111 m fa. ro:al1p: :tmdm6 d1 aF, pis 4o•d X166.651 6 sma: •-- art la D• by of . i•N Do•t J. log smut • growl. (31.459 a•b.. r °m 16tl. 8ZPtwt.) Pwi a, P:alrto milm°6 tr Ng°g?•?yytuuls°aCl?ti- C...tt"Y7lf::t'•istt• hf the mran•.hiq. of°: °/m uT.tl • Wmr . 42 .at {. grul.hivg`th• tr+otr as 2M= • to n1 t W:°ogbi It.. of m. trek. A etha- d6.k, .. 44s 160. p 14 1911+ d w Sa ta• top • oovenW 1•e{- Ive •?mu?t?p6arl?v.bwye°•• gnu0d• (51.)93v Wre Or 160°x. pse tut.l rain °tl •o e'k-ilr fer:i.chooel(i67i e.f ' YSS..ut••, sc. h• i ,ouiei`,`OOarwi=nr e: 0plo:ntylYlahl •85 Nt.``k P•21 t1e hm limd ..oleo, smut s5 1.., Yw pain or m• r 1111l or m. to inek, ]e fqt rob K n• 0 •r 11n• of 9qufa 1nm•r m "It L h•t n °f 1' a1111111 O` ae-1k. A .-d- dl.t, pm •204.7)1 0 14 911^ eta •• la M a0v rt. Dro°°l..tlpg •Dmt 6 fveWa am•• ground. 163.1x5-a:br? °r I. 934 r•t. ) 67 I9.a.i,l.•-At e. ul•, 01.11.. Comb. mat 100 rmt a b- -c or b• wmrm.,c or ta• cnleppF Yil.•uk••, at. r•ul a Paalfl• P.Ilfom btlm, a0wt 70 I••t u h m m• ° L•r 1111 Or 225 tma r•Q, r Ia.. at r p• Ogt•r ...uW Awqu•, m 1 tart path or H SA 1111 or .?urin•t mv. A Om• p1a W, .ec, iW) 110 6) a 164.0 e IIad r am rn.11d m w. t . t•n m r J, tlug •awt) lOaWa •aoC• Yrovm, (63.140 11. r•t• pJ?R/l (.•1.1 T 143.0-•At CLll.a ComtYr at I. _,U... 4 ear rof eapvla Arew i..... et` •tf `6 f••t u, 0l tn• a bi lIa °r m alt 4•wY•, Is I" s D O , eq • llq• Of Yupl• etn•t e 4 at ..at at . 'I". A .-a- etak, • and le7.b11 6 1.m.i1W°•°ai 6:ous6.`A117. MDrm:tn? or 1-1.033 f:ii. j1N trout r) 10.0.0,8. 1.--A4 @a9q?0, Clell- Ceuncy, at m• qub•.•t r 8 la •m Ia" Ot AC.sY••. 1v a6 mrN •id. °oa2n: 6:.arH:nk :6°e•9vb wud1N, l rqt •..c or m h r e •1111 1.4 h•t hlgnar Wm lM LLOmlk. A 1111 11 t6, aq•' 10`]•11 Hui..r `l& 181.1• • ipi0 1.2. I) .p r •• al.ally (11•d-11 114•r of 16).1)9 1..;. 19 1929• 0 k.-•lbut t,i all.. t •1004 b• C41a•,p, Yllwut.e, at. real • Ya !f2• g Ilrow rsm Mpa LLa Count/ Y• lehn•oq O`OaM d — 2J fm ?T-' :"`Z. a•obi 1111 N tn• .re1•N Matt••t °°ib?t•a r • 1111 er v.• "I". A rW peer prof «tl S:bvi71Vln10u)1 ha:m ••4 Iv b "I". • b bar .f • •m V0°• 159.5. ::::n or 191.760 f...e 9YI Ins b Cll• b?fp t +•ehipgb°. ! 1 (V.H.0...1.•-Abu4 ],1 cello •ut .1014 0.H. x1a,nt.•y 101 frm 0 .Clellu C0-11. •mut ))0 r.•4 ..•t of m• JoIego ii t eLOm? ty a lvele• or n • y` o ` oat• . 61/tl A/9?i m- c r tp•Lhle:h-n' °c.am .tag ol r, lx at ermlt• mu16.r De1ftN N96.6 BY 1. 1. mD of . 4-foot a9usr• cmv thh hlga.e A 9e1Wd 8tat••56.olpatpsl ewi•1 et•mua ai.k, • -pm •159.491 y 4 1919.• (48.669 m.It, 1, 139.675 r•ac.) S[ le,aCLlla.ACI-tt; athal:: awlt 1.3.11 U.S. n°it1 nolal gg nrmm scsm?.rp °•f`e6. °°t:a to te: "6ta e?ea:Y6:oniva Co.°promrc a 67.5 -t port' of ms th t.a. of tW A.A. 8 S taK _tsy, It. III ........hI. it.. .1N°th• a11wt.i°111a°gatt • e •1111 look .Dour x30 te•t ° m of ihs agp•ry -opt, 18 fast qub- .•aea efa Dlulmt l=..r A etmaeid d1e2 t•rtt aaet 42-lad • vtn larthe If • o vvu. pat snout 0°p'6 • It to .n1oG i °nm throgh • groat ..11 sU1uC°RUeti wlth?b°.°dgtquad?° (1.487-111. or 4. 879 f.. c.) IM-1 1.- DeetroreC O,I.r to N--r 1944. Tlae1 7.-- O.ecroy.d pr1°r so xe•.mh.r 194J.. rm are-.... 914.•-Amui 41111- .•.1 u... cW Ohlo-g°, Yll.mte•,.6 9L. I- k r` It. A.Ilrom troy 9. uW, CO. C ht Cuvvc). smut 0 bo:e too ss -g U.S. f1cp?01rt1 .. OfSaq °Lti mD -`:2111-6' t[m b, . ch• ero..lve of tM higaaay •qd th. tellrmd, 27 r..c e utm.et ° ta• e m lm. or'I. nlgm.y em tl t..i °[ the p i it.- of I. snot. A •cgd•M dd •97 uch .k. s p.d .825 914'993" ma s I. h• mops Of r... pvec aW nwh .lm ?• 0. (26.054 -- 94.009 t.at.) W 14. -Amu[ 6.7 all- .toot iM Chlango, Yllnukw, 9t. -at Pml k Yspltlo pnllrom frm 8. , Clellna Counif. ) c oich- or tn. mr ham[ .vd o tGa etatlp° at elro. muc ih2 1- :mKh.ut or sa• o•vc r live pr Vs. xigh•N yO; emuc?3 I soum•eat yr be e•nca 11v of o30 V.9. xlgn.ey 301, • 30 feet rtmmc of a• tm 1111 or'.a tr. k. A •tmdam -1018, atmy- °Jaia[tn{Ss0out130 111Lre°:atptn'6.`Ofs.9a'6 t•.e.-lm. Pag1B1'lo A.llio.6 etptfaop. 11119 ?n1 ,11o g°, Yll.euk••, 8L. Yeul k k P.ofllt°p211rwt°Irom I tlonCatO°9Oyn,,Ytoy at I. oroulN of V.B. Nlgp.y lot. (92.1 P.ul 111 ial lleosllho: ?1?°n1OCla(lalm .°y, ,11 at. .,at Ortn• AfLiaon-C3•llm aomty 11v, a1 iM o!o•.SN of 01e : I. M 15 iI-t .11th It t the`e:httt• llnth2 o1l fYlgn°+ t a :m d1.k, at- as 179.695 . 14 19311.1.1.d •Sn th• 0. pA :`eon- -roam. (S4.ep9 Wra he 119 965 i VItl ng •Dmt 6 1"1" am•• a• SO,' 14.-•I, J•tt•r.on Cowry, eI..t 5.) ml.. •..c long h• C nfy OYtrt°`•°' at tn•ul 4iP--I- Hallr[mlonro•t 6 Clmlu • .u b,x 011• north or N• pmt rrlp•, •mva`71 rwc 'tn• e 4r llna r a rpm it. h1.m wt w f•fy Iu D at 0, "at 11- of t r m `su3i•11tt??gg M cant, 2)-71— 11, b or ch: r III. Of h th•n• rapAt, 22.) 1— ...t or . x111-Itdn look d!q • -z" plot. at..dtrd6 `lak, 6•apm 121.010 T 14 19)1- •pe . 3o my f • Donor . Dp•c piel smut 6 men.. •Oita, .m•. -round. Ue.16i ..mi• or us.xoo r.•c.) Tldel 1 ;-A..•mur 1 011. .o b••.t 0f ?a?ra ln.r? e?1n6, I•r!•ra°q 1-1 n M t .nor f Part ..... at rr Wf. pl • {hwet a*fnevmc i of 6 1 t% al 17-1oot d•tevp.d ro Caok •t tW n?6h- ! lln., .m fe m•• LM me• °( fn• rmk. Th. e. Mr IIq. r 4.o er,u• x111 rl ll h01.• ac th• eq •r or •... area 11, 9713- i..-Tat. Danalli salt t• 1m..... I.. at nl.h'Ia•. k 1. 0-.x6; l b ofaf•Il Dpo L' cm Cnlpago, Yllnuk•a, et, Paul `jI ?AkTFImJ a San ? 1111. J r••[. ) 14 -In t.tf•rwn [mot am y 4 7.9 all- ... t long tM `lilo 1 wt,•, et, Ivul k ?.elr p•llrma rsm p1 , CW ), • Jw.tl OO or V.B. IllaawY 101 0 Mw p.•tm•e ?••m Url, wmtpat LB •`emt•r it.. a, h t'• trot °1]`I•rilimh' of ap•°0••p- I ..at Or Ia. Nr !la• er 116 6rln, on . mp rd •mut 4 11;3 11 tam tn. aryls., t aim amppdool6t, • .11.6 .1x1.127 z 14 19.1• and •• Mtn. 1)3.070...... 1r 121.6P101:•pl, •1114 6 IvpW• m•• groom. t?. y l? 77 - <a .fi w":!,.?.,.•,r.. *..."4.£' .:t;_.:a:---Yp.+_ 7__36._ ,;,Q, t ? M-IS STAISS !- AND Om01T1C flOn7ET )l 'J iefora•r 1•ra11M Twfn R1L•re [ O1 1 N •7 ? 15.-.Amu[ 14.7 mis. norcp eom 0.8. tllgnw•y 101 (iom ¢a Jsll•im `oY7t>, ms • v yod flat c W S 13.--Apou4 x.7 miles w Eb slang U.9. INg i'°y lal f uq 1 3 -tS M . •l0m tn, aul k Ps l?tl l m e °o ee O ° o t rom oen.d Ief(•s"m Cvuac>, 0,3 m11• m a ov a1 M n- ) r C o y ne ltrdl l ?8 tmt orcM c Ot Nav: terllnt b, css0k, 1) t• I at i l t pn o . 0Y m1 } v reined D L 1rI • ai p, sc n beetmlm c( 111ut 70 fs a d I , of io pe .a, ma 6 A e ts,t ucn•e•c s 6-to "C artn hmk. atmama alek tmpq x0 1j8 ? 35 1 7 • Oen e= Cs,llvg In E me uld.ave fll>ara 1 t„y „ ) a[ m p• li ne t ha nlgn- [ we>, eve 30 rrc v rNw c [ d . 9 1 eve t, o.i l:mr SM about tl lvvp•e spot: giw°o4 16 19C u 6 ic.j T e. o a V,B. !or•ec III ml•. ped •ZL 061 J 15 1971" d a i il' u m x a 7 ts a ese lv de toy { t t y de yra : n t)M none) lvena• aLOr, gnm6 . (75 978 ea , nrd, top of ra31 otion m Cnlvegv, ILLlvukn, 90. Son .1 -1 k e e f ( . re . w 249. iT1 t t loc.) 9• S.B.Y. x78 (V.8.0.8.).--o..tnyd4 prior in Dint- 1934 .I- 8 15 --- D. ttny'd i •cro>,a in Fy 1940, . T.H.Y. 456 (U.9.C.8. ).--psecnr6 prlor to Ueembm 19)4. B 13 %SST.--About 1x.9 m11•s voim aloud U.9. Nlgnwey 101 frm Slvw•, JstNrmv Camty, [pme• .Haut 0.3 mile •a,c mom 9caLS 9 b T.B.Y. 525 (U 9 0 8 1 - p J a out 610 felt ••ec o1 till lent e,a ar cps Sao. Ci••k OrWg,, d 2 f.,t •ouw of it. ewt•r 11v, of the n gbay. •tnmeM dfek, • yea •8 15 Bl9ET 19" ^ ma •c Io m . . . . , - .ettoyq prior m Deemb•r 1934, T 551 • roil o{ • 00 •-flllq eoa0e•te plp•. ` 4 1. (s,c.l °NOR ..Y. 651 (u,S.D.B. ).--Oeetro>q prf or In Deemnsi 1974. 1 a .--Tills nenpn mlk rose •• bbid •m its aaatlm d.- Larmlvq bl mglvsere of p• 9wte DaPrtmpt of i[lgpw>e in ) p % 15 •-About U s roary 3940. . 5.) mills slush LL0 V.9. tlf lele?, m Jeff,eeoa Comt . • cne eu ®le f in. a 1C t rl m c 1 -0 -g > u[ 11.7 mills [tp LLov V.9. Hegpw• 101 from !Q la•n. ,lt•t C : e U. I d • v u 3R8 e?L lal, l0 feet mu n or fns nr t tM h18?ney, leoE mt• • s m•e CM vsa .r lIm U N 'f b ? , i wn ouvy >, .pout 1.1 sire w b M n,e °f t 9t.ty y v 8lgpwe wa d of p1•mv,ry B t of ; s nelppow rail ro d. A aMe9 alske ec•myee 736.51 % e L 15 1971^ v8 Sn tt a r ovr [ • t . I y, e till G- le Ot v e 11 vi , radar m mot it' "It e i p? i • 1 b c ym5eo[tvg aut a tltp.e eEOV• groove. (32f.3u3 m, :es of 726.714 flat ) v [1 d t ..It of ellrm nighweya in av ecc w • dlagv::1 pe 4 f °• t gn-• ° . S 18 IH.9 0 D 1 -Am J ast e[ 1 th, votm 11 Naf ha epm?vpa teiiioa n et•d•g a rea g °S r live ors • 0 .. r teat e ) f :n .?eea o: uui 7 f "g . . . .- ut f .J mil ,o h lam U... H18nwe CmO1e1from aq lo,an: rea r.rnm .aunty a em,Y le of n• N -¢ 1 -? 6Y 6 fZ 1 .3a b §5 6 Pk%Mk 1;. • o . t a n eet nipper Neu the n18h•- Q t lmnM dtsk, ._tMd •87.]8tl c 15 19]1• ma vet Sv tM coy o[ C out re•c em 1 in. •2 . ar cpa Jmo 1°n Tr 11 014 n 1 bow . 2 1•,t ..IN or Lh• emt•i lira or M plgnw•r 9 t p - l i e • goat yro., smu[ l0 S,ep•a spore gnmd, (26.696 rat,.. or 37.)e5.f•t or the lag. of In. blgbw.yl 1, • A6- by 16Svvp e mod m pout 2 feet plgper 0•p tee gmwd. Unit. 9c•t•e Oeolo 3 l D 15.--Amut 9.7 m31,• mrm -nd U.S. Hfgyw•> 101 fro g an 8Mr•y etem•[d al a ek t 12 1S yp, a;? x3.48J mstm• er 7x6.649 t••t.f ?Dq -M.436 m isle.` I•fy,ravs Come`, .Hoot 400 f t not • V,l"n pas"- - -?-e 3"v ma • 0 - s ae eN ou asr bin Cn n l pr.;. f I, M. t914a1[rmali:DS r. ' a` a • m•, • tb Jmotllo alt a ar. rows` 1•eO1vg to loianeu.e, .pout 50 te,c of to ev •r lira of r ° lg n • prrmG elatmlov bI tale bm°h met Se Yvkvp."rultlon. Zt , u e - tb nlgp. y, ma 2` feet mrtp 1B6.32of tn• emcee lira of fps dtlnweo. A stamen d1•k, . D•d B D 15 1931^ d T.B.U. 646 (0.9,0.8.1.--D„t-id prloi m D 0 p p - 9?. •n ,•t Sv till m • poet yyivJ:- 'I .bout a In- •bm, gmmd, 156..44f met a"`•r:r 1g6 52tl r • a •i 1976. n , . rt. I 15.- -Amut 6 1 m11 W ? L1,5.--4mut 6.6 m11ee •ouw along V.B. Nlgnwy 101 fnm r,rrmwa comy m sm c o _, un- ' ' T . r nor 4171 0.3. tll`? aY 301 "0m il¢ le,v. !r•!•m J• - .bout 4.` 113,• mr a[ n• om°r•t• 4 Id-- °r in. p•• , gm r•s t 1Tn p flu mi p road l.ea1M to rg• Into , . the Om Heokfoia s,e1a® it it LitGls Wit- RSr,r n• r , • "r°•,1M of • nsa 1•ea• 1ng ..It to lmb Ml. 4g test roast or tn• e11n• ot w• 40 I- aorta ma hlghw. f tn v (forme lm•tlov °t N• 10a1g11a •pn"t 140 t„t vor4p m ch, Limper ,vtrs,v, rap, 1B r•,t :g f tp, tar lira at sill hlgbrey Iv em t r 1 E S '1 i d .. o • I-, It. of • tlnee, 1-1/2 f o • mlr• I-. A -4- "it • d •20 1 a , r 0 fm a rail LL rook • ge, m0 in. 3 fs•t plgb•r Nov iM plgp: I • ° ' , t. 3.540 1 13 al 971 m t Sp w, m r • mporat• It pm J•attyqq .mot 6 1..... •pm• roma 63 10 • gY.d 558. •t , )58 L 15 ly)1.• (170.25) rates ar 538.57x ` g . ( . 1 ma,r. m 30),74) I,•1,1 1 1).--Amut 7.7 .I3•• porch LLo U V S.B.Y. 451 (0.9.0.9. ).--About 7 miles •oucp LLoM U.S, High- :e one otpl r , J :l?o " ° m . . IllMwr 101 fnm l(m unE_ lv,e,, J•w° County, .pout 3.4 mile. r p along N• hl - dg :7F I sme ll :r? Y moot 0 j mjls ptu:n"ottch:t 0•b Il kt t pwey ctn. plgnw•Y tram In I. E:rnne id to0atvhp"°ue t.l uct s l :e:° g eo °r8 irl8mv ((orm (oe or nelapo. 30apel) t mfov sn• :v l :eto n*' e lll , o ]/4 il b o[ tM h18LwY. T. ti vtl•N dbt, typ ed 115 1911 ^ and •sc In tn• • e 6 88 t"D ° p D 01 by x4!lnan 'OUlGte .b t i,r,l fp,>lilgp me701n1ne • rwk lq , t • pm . ( 1.9 ap 20] mle o •a.n .)73 NOTe.??l'p1: pram rrk ... ,.era •s for put .1 u5?'S D•° r g pa vt•a TBY.+ A enl.,l•a 1157 .6)9 maer• 0 1.573 »•e,J 45 N ' ?eeT r•d In Nar•ae•r 1974. ° O IS.--Tills M, ap vest ea • ero0ed [0i Dv Uown•r 1940, •e c sot r•bOral 1. ? ' KW 0 13.--Amut 1.] .Sir mrMl •loM 304. e9? HIdb- 101 teem it / owl s. yff•rnon Co etim I smut 3BO rm[ eo th n ( tW . 1 T.B.Y. )JS IV.9.0.9. ).--About 8.0 miles slang U,B, fllgp III 101 frm ul? Iveo• - [I t t 0u i we T tFa oeo,pNl •0 u . prlaF• r,r Lllel• f 4ullem. Mr•r. 9 ta, south W ll , IS. Ol m rem -1. Cvunc>, .pout 0,9 mil. v"rN of ympl•6 To1 Irk it l, Cret (IOr l Ir.N' r gem n lmy • or u rea w,a of tn, dmNr ltv, or tb n1[n y, sn 35 Ins o•1 r mr •mua o•!t, s A1?M•r t0 r• tot 1B, ltl rea mrep..m ow teroff, n • -f > T•°kwn Sr."), of in. JJ ? o S• • t Il,• or 1, old 1`[B•.Y. A • pad di•k, Pea "l O2.h70 0 13 19)1• 0 ub In n, r • 00 ? e t ` m•L I(0rm.11Y u ,:a I?a gu•n lanll M ? of ivube O l 3 1 P. l: and •T8Y ))^ M J•atl ' . `,pl. 3M •mu[ 30 l,ep•• mr• arom0. uf•776 mttrt m 1Ft, 8 •• ,1 Oro- ae pout 1 root .bor. gnuM. A Unlt•a 8Mt 0.v:o le•1 ,t.na•ra e, m lt • ?} N If.-- u1( lvn• S f o ? pp ,• d rawly, llox.)JS 775.744 r G 1 1 ". In 1 . finevn Councr, Vt[ „ 1u11val Pupil° :gnml Dull ln[.-ITT-• nor n ry tn, w nn L•1/ (• t 0T1.-•T41e nmvp mrk vm srrep,a foe but v° 0emp•r 1 a r•eov,nd I 0 J . ,. h of h• norWwm eotmr a( ?• pYllatnt •ud M/2 (••G r h t , n 94 4, . • m•: ,e ar•4, llo A 11, •r a dl, k, [ p,a )6.155 11 15 19)1+ e t fn tp, m ( mporN et ? Y 17.--Apou[ e o °O " l V 8 f ? ?jj}} Po va1M .rout y J lnmu .bon anuq. tfl.oei . r 7n.]Bi r.a.l et•r• a r-.. en inn S•tt•rea C mty? g rei? to rm r • uti g pslnlNr? ^'^'w• •to r••l :or:p? 1 1 ero ,cne irorrrlY i•vbov Orrty? ?,,r, 91+r 'Sf y / r 16 (U.S..... A i.__ t lal ulq--le..p r•ttrt•ln C..btY, I V n• -Z e lull•w• -I. 9•hm1 pal (rat mr 0f t 1 . p:rbnw•Lt- v t >•D;•a TouelnG Fart. •nd 40 ells 1 f e•n •°! a plgh 4 a A 0 ' m, F ' 4 F ,{,, NA k`4;, lµ ,w•• m• wu t m /' •e. to tb• w••t --t. touMa UOU, ana mot 3-1/L rwL nlgnmr- th•n W, tab a Uvltq - Ow1°el t•1 swel o o b. •n .sa . dl ,t, pq +4 Y 1$ 1971• me , [t Inbondin• pot • mndnt. po pro Jn o L1M •muc.637 S inane •mr• . 112.4 49 rNr ar7 b (a. 1 ? 17 Jt? AI y .y{ 5 %: l le al•k, •t r mpq •76.1[,1 J 16 1919" •va at r•r[1om11• 111.a B6°rtm• ar • ee 4 . r,•1 4o . J.n t ,L 6 fl3 1 T..Y . cx (U,tl.0.8. 1.--Amu[ 4 7 .11 s J }"1 q qt ` A? ? y S,g.Y. e! (V.8.0.8. 1.--About 0.) .,1. roust . aa,F B, flfan.y 101 t m C l r. r•n C . .. mew •l.n, U.S.IU[n' niyj7r :pou rtZ4;-t; Senos? on a0mt , n w. r,rmY r° N °t w• vnt Y' •L a or Y•r? a a i 1 t '4 wY( 'l ? + u h `? ? ?d ?{{}}?•,3?,? ? • l a ? r m om,I. a tn• Jmml°.oor •muc 140 f•,t v0rth or w• prlr•t• r°aawo , •muc a3 flit r• of • [elrr. l dl tAi W »: E oc ^ n (formrlY •et•m mrren.i Vea•1 t• fnm• .f[rw 11,• v b • Ol>mDba Toml•t Ymk, 70 M•L t lha d,d,. 1n e t ` %Ili`1E 4 r• '4 r n: m y r n[ • l ,, o I•a ,e of a• wNe ]im of m• IFnr t t mw••t E: 9 rl• f . U B lor•4 b t : , w p n tp••• III. or • 60- pp••Int•d :U909 TBIn43•, • •,i nt I w•n,en d:dar .cosy •luvi) ed m ra • r:1 y . . rt 1 • or • •0 D"I:iq°•:e°•:e pn1•,tl:u t •1 hlrq 1f-roan rte [ •muc x f••t um f 1 ^ V • A clbq 9 • D,O3oRi0a S 1 . 0wr, • •q•r OODD+r nt • 0 f •i a -in 1, (13.904 p[4•r or 4] ))6 (mt ?p: fJ iTPay spore Fro Yq, and .m t u,h w{m 4• :rouq. A Uvltq b 0t• • O,nte[I em 8we,) •MaC•td eoDD•r Doll q m p A . . k tad • ,r. (x6.9 7 rb•r• 7? Fe.4 frt.l rn. ?l 21 IU.9.0.9, 1.--About 4.0 mlr mrtn U.S. Nlah•V 101 ?? ???' u?? J•rt•rwn imntY, abort 9 •l • n :'-1 /, J 17 Ip.9.D.e. 1.--1mut x.x .II•• oath ldry .0. Hlgnw, I I tram pWu I?tt?? c m R ? / e l e w of th• ,outp °wr••r" 95 fsY.pl, `! ofoMC6lantt, M M d t• 8- a( p , ...... i M uc 47) (••t btbi- t . )• 0U V.Sfl)I t is III ? l [• • •h•r l,• IYbeh•r 1 POY• on m• •,vw,mt qYa t th• nt[n> •muf NOIf••ia[ 84 ? f r g / • •1 77: •NUt 9, tea " • of th• tl.Mr •v t re y m an to fat • m f . nar pert ar tA• M an. 0 a • Il 0 M ,• aa• m• of Iklea C•Ml I. 0 .1 lbd ,ot 50 tort ou t A - . o tM ur Sln ar 4p• pt,d.wl, x ?a t of htMM. .U,leO lie. ob • , f:p •,t of bb r" ra d(• `nr•1 bluff •d m, dlr•r{m0, °t •1.1 z (rt no In 4 1A ' mrbY a r•t or p• wb „ rvv HnAU• lvn me mrlM Ten<, . Ib lp• L . w y all L: l wmi v( M e ntm 11M _ or Lb hllnw> mG Ib . 2_ °° •gu•» ddX' e i oa k •O:ut f1 wit d i JAI • ,mgt , :µh the Frwq. A Uatq 9wta q lrle•1 Hue Y OJ,q .7 [bt 0 1 •113 • ?°J i» Ib3 u•n ? h 4• Rwa . A U=1 t"' -1.X1••1 811. .1 - d1 r, •1-111 .12.1.1 a 21 1 ta ,;? d ,,..y? 'r / , . r 7 19n. In./ .r• er . r•a,l ., xOSi.••rnl• b•n1e :: •:: see arivrrnei eei f•a:;nd le 'r • • reo , Odra III 1940. •? ? 477•) { 1 )ran ,nre•.!+.n.....-r+,•?.ir•-r.1. r won= ;"??.__ ,r-fe? [?^'S??';t?._' ..,.fin _ _ ?.•:-_,. _? '=1.:..t,fi:,unx ?.n?irrs .S.k tom. r7?. '?. - - _._ , ?• nyJ -L A 16.--Amoy 3.0 muse u n .1.. Us. nlgpweY 101 fr.m )1 lU.e.a.S.1•-- Elnv¢i modCaunt>i IS • x- 11.0 roe0' rl to leCW Gf vg a thou[ m of 6cv4•on rw'6e "''VVNN1]''AyAykk''. T.B.Y. pilot to Owwhv ?e,t[oyN 1971. Ireor n WeHo Cane, Dmlongetlav CW d 37 rut ...t or De emtei lIw or 4h• blgtwey, eteMeN? Elak, • bpd ^32.153 ? 16 1911l l se4 in G. top of a nere te 11 13•-•Amut 2.7 mile nor LLong u.8. Hlgnwy 101 a projtl ,g spout 6 i1thea ehgs gmmd. I15.Y 67 metemrs or ! ! [tom ,o lefl.e 41 to. soa Comfy, et Wa1 Hoax CmD, sw tc 165 lest s.uN 52.785 f.,bl of . th- toi•, 18 toot sec W i ol venter live of ne plgbey, • t 06 FF f(F .D o a J- by L-tOeL maker d- ^1366.99.991 8 spout 3-1/2 fee J mG g.me. w meM e1ek, a emp•e fi ly 3911.+ t 15.347 wtv ns 17315 leu.l 8 16.- mn [rayed prior to Tme 1950. (I , (.eyni, T.B.Y. IS ju.s.a,e.).--Abut 2.7 mile. rot to eI., .... Hlgb- 21>fuC ape T7Tsnlaiinp?[utee'hlgo. ltsee c°emD amp prajeoclag a uc) bet • rv r.uM. Sot Gy ointee (U "i e. wvt moo, d spout 1 root ntgeer L ep: U'o 0. A Unf L,d C 36.-•Amut 4.4 mile` ..,to slovg Us. H181.+q 101 from SG.j. Wologlcel Sorrel -Weld --.alt mda.eebm (sJe1 Ww. Ceu.tr a tW o . hpghwCy ptldg• o e 31113- - 17.6]7 t•ae•1 reuy Creek, Sn the too of tW ••ei ?oetof to. uep covar.i• Svg, end apaut 7 Lest Z., m.. it. yvwevL. A supevd disk, 133 (0.9.0.9.1.--Amur 1.) mll•e n.[tb LLova U.B. Hlglway iGmped ^19.875 C 16 19)3.• (5.BV.t,m or 19. 11L te.bl - =`U" 101 from D+im?o¢ ]er[•won comtl. emuc 90 Ye•t por4p of •Th• U 16.--Abut ).4 m1I.. north LLong V.B. xlgbwy 101 fmm rc. p yy1.r e,r me•e1m t line y:mai .e ?e mrk or me n...- ,4e ra113ye A [o , ibue or . 4 .• of Om r lln6 of ee. HO?o?a.yee W........ it, en.ut 22. r• t rw or to. D.6 .m of . y'. ptgpwr. 2 24 4 r,•4 •wm•u4 t6. O,p[•r ltvs of to. ma , 12 erv?e o[ p•dlmlvg ors •. eamut 120 root a let or t t Z. t or a rmo•, and 1-1/2 fee t wu[W Ut o e ...... A pis ?6/J, 34 fast r t of cps mt• llw or tb p3gprey, Sv a g f3}!)j ?' ?n1c•e 9tetea Wologl. to, abet e.umiod Gdiet, eumpee •10.013 1lightly .... •d root 1Na•. sOwc 1 rose fmm ens o• ' 92 5 11 L?2 19^ stY lv to, Loe of . t• poet rltp 2 1 ...t h3gper Nev the puemnt. A eGNN Q1 eY,?.1 emye ,eRy? ground. (7d19m 1o.237tte4.1 e u Iluah ^35.x89 n 1619)1.^ (7.701 metere?: 35. 520 reest.) A AP.B.--Soto Dmop mrg rte »l In po4ohar p=34 der P 15 bo 0.7 YLLl rth LL vg U.S. .1,-r 101 Srom • grerel elide. it... repoicedret [n. lm. pet e • .ml?t ,? t Brlvro I f 1 tW • 1 in • my the Ime•mlll tri.M. qer [W led.. I. w.t w•etm[. .Id Hf- d 3 to C uc or p ortn yl•[. A eNOs- liytel t d -56l P 15 1931 (6 )34Drt.n w 20.7E1 E 16.-'At 2.6 mllIIC lUth alovg u. s. itlgnw> 101 rrom Hoods rt, .... Comtl. I... to bridge .,or Saud creek, ?C toy op.,weme v.rtn.mb of t1e west mw[e[. [L111mt• A ,•p > It hut p e e aid fek, a d •1).484 E 16 3971.^ (4.112 mecaie q 6e 15 :o,t 60 B-Hd-t* r G ] T r 6 I. If 6 d N 11 c 1).720 reet. l 1t?y? //// mk) gl.>rw`lol 9 1('TF"`5 •Wk3 IC t w• h. Spore gmN•S.ld p?gpseliY m nd N I IC.--RDOUt 1.0 mll•e met0.e ovg m8. Hl.9way 101 ftm u )i P y bed ••]6.319 Q 15 1973^ me t I. tp, p of a I?feoee2?, We m Count, •t ..[. ridge or Ylllm•osr eY, Ft ppoaet prolet. I emuc 6 1non,a a a• u,e. 123.)9- m[,nr•oost iL tb. my oft ..to one or the It r.W.a. m • yl ,,,9?7p•Tl9 fs•c ) Tut p.er the, tna per®ont. A -- oi.k, -rII •14.1165 ```'''111 l 16 19)1.^ (4 . 604 m c ar e or 1J. 105 f e9 c.) Drlnn [ d N 35.-Mhou1 3.7 111,s Coou41 030!1 U.U. High- 101 fro. rj3 m? Jeflvaw cOmcy. o bout 0.) mile w h of o ! c.er•tp 16.--mou4 0.6 mile -h along U.B. H1ghw•y 301 prom -5'FlddV q• 1b:.1,11 W9uH1 ror, flan.. emuc fe s1 Neese Waov Convey, In it. Cop or to. v rN a 111 mn n k P 0'" LL v8 old .e. H19ny 101. on c r 3Wld• or • Iwg e.ml0ficuly well, 45feet .eec o sates 11W or the hlgpre?, - )5ee feet _b of to. om Hr 11n. of [fu old 9lgnu.. a,e e e 1$ t.,c lower L1 m. ltlh6ieJ• ; Gnd e vd d1•[, my 1 )0Tut wr el the beer 1- or s +1.97 dilr•mY iced lee o • 1ng1 b ) 0 16 1931•• 12.600 rather 9.21) fet.) . LeD of , Wem Com4Y. et toe o.verv _ ' '' '. abide. ...r x" ` /"6 ? (5.710 19 e7)4p J LL ? 11,onHCis•.,ASnN.od• v or tp• south .vd of Ne rest mnowt• roll- ? '" w•. A N M 11 d : 5106X115 39)1 d to n toped •16.791 H ltb 6 19)1.^ 15.191 m•terv q 17.071 boat.) ?- 1-' - .. - - - Eng. .vd smut 7 [,114 nSgnv they tG p,Tement. tendard d1 ek. y? Gno 157 ibw 9 m13 1 W V In f 101 I p l? • t lI.'* •s pTO? y0m ?rN11w rltne 9lfprW, lnTa wimr e.utn]eod orAtpe e1[oc?•poee Wmt•reCO^pYOUlllnetl563 !pee ...i. of pe {yp'i .if I. tn. oak blurb. A 111 1— 4 of goer men tW hignway. sole )2/11. 35 root out at the center line N V.3. L'lgnmy 101, +'? i4en6itd el •k, ..V d )7.95) 9 15 1971.+ (10.417 v,W[a v Qut 30 rut lower thin tp• plghway, and 1. ins rap or NI euc )4.176 iota) or t re.tangular ww»ce oulv.rb A •cmOnN 41 ek, .[mp•d 1144 I.S. HIP-, lol fiw ^6.4 6 T 16 19)1.• 12.173 before q 7.129 Gl n I T5.--Amur !.2 sll.• wu4n aloryr N. ,'a' E Imo , ],r(,raov County spout ].4 mlle• noiN q the ]vf•[ecv. K 16.--ADeut 3.11 mlle• •nutn slonq V.B. Hlghwny 101 rrom t L•?o Owvtl Slw, •t pr11.a 96]@ 0 ,1 M-111d C -k. In m. top Noose o?4 Ye•on wty, N.nn• smut 430 Tut wrtp,e•t LL.ne e L 0 of*, he .•a .M or tn. n m b e et aWtunt . 6 • 1s1 road 1.•di.g to x000 cnvel: poclaen, on tn. ee tle..r 4?.&1f F{„ Sth tW pr.mmt. A tbo"d diet, e oboe ^1).671 T .5 1971.' bin-•ub.eout ar I- 55 eT•?c or tee mt a ld. of A?'r 7Cy)41 14.397 me n to 14.096 rte .) I.G I, 9 T•e4 • u[ e:• e r e "',T='A -1/2 hat Il Y"'1?' C.ec t finer. `. • o4nN dl •^38, lulvK 16 1911^ and past pmJ•oil., e 6 1neWe am.• 3 U 13.--Se J,It.iaen -,ty. emuc `.` mil•• ro to LLon U.B, t 'V" Illlvr•l lol rrm "d o Wwn Wvatl, • W .Incr.;. erleg e orer grou5.606 w Conotel6. 393 fut.) m Nl ran Creek, In p of N. •.11h wd of N• wet conor•t. ?, •{Sln., ud .mat J.2 f.,4 h1gMi tom `G Clghw.'. A qq erA Vd T Jl (V.n.O,S. ).--About 3.0 m13u .auto .3ong.O. illnrsr I f diet, GaDeO •70.6)d V ly 19)7.• 19. La! see o )O. BOi feet.) 101 fin Il.nde art, Wpm o.h", s po I.ten t" St.netsd oil )rig Co. d•DOL wi Wv4 91d, of tMittfo[m. • the he.• T y. t (•M1 Y I3.-•Amut 4.0 mile, corm along V.U. HI[Mey 101 fro f 4p. e• . 0 ran .t y.•t rrom LW uu49wvt __ QSreotlby 'Y ,) Kld.v. Wwn Ceuvt.i •e • tM np?r,l Tmmbsne mt[wne• me0 [e uM.r C,.Y ), •Neln the oonor•4e Toothy smut rlu.h rim to. - im5?-IIII.Oplnerc`d S• tLrHirt Cow CemO, a ut 100 p..t ru4 of o d• A Vnlt•6 8tu.e 0•.lOdlo•1 9uer.y avdeN d1 •Y, • raped _ n• 1mGr m ra':m. von, nd /, test wet oT eh• • Sln. of ';4.)]4 t )1 1929.^ 110. 316 meta. or 11.767 G•t.l e nl.b•>. A •twbare d-, t ,,n •80.377 4 33 lY7]` aN u[ 1 tn. to f • 'qt C J?otfn8 IOOUt 6 1.... •ror. L 116.--Amur 2.4 tulle. mum -Id V. tl. IllghrQ lUl rYOO Fw t wvd. !21.36! sseeTeip o tl0, 401 (wt,) ????md?•??..qq__, Wtm OomtY, ec C-_ I..v 1'lmt 3 or tp• 1ma M Y?TpT Por•r 1Y•[,m, et t • who • nl[nIII Drleg. qer m. FrA 1?1 it 7 m 15.--Amur J.0 all,. oaten •leni Vl.T. IH[nwr 101 rrom Elden, 0.11-r... b,G•.. the ynwrpoue• me Mood Caw, In tWmD or .«y.p I.r tWn gp ^"' '.' , W . Cwn[r. Il t••[ rut vI tp. 0•n[er ine of tw nlY.nwY, i e? tn. n ih and of m. w vvd c dir.ellt ingi aM a +bu30.t )721 .4 L f.. 16 t nl 191a1.• '1•))'?t, k utor y amu4 11 M1.t nl , sod a6wt 3 r•e4 hlq,•t Nen tn. • Nd...N A •emd, • eap6 p„ . r1bY4i? W M nt. A .4mdeId dl,...?1.d •.9.619 k 15 1911.+ ()0,437 16.)01 afore or 20.974 Net.l „ i 47.n't • 99. E16 r.at. l I Id ..--Tt w.• re tee lp GOwp•r 1Y)l It the p,non mrY wv Y 36.--Amur 3.1 ally •outb Blond U.O. xl[h.y 101 from - f Y If t/ urea DY e•e•nl lnpot op,e or •a[ln. d , Wwn County, .poor boo r,•c .ortn.em or • W.ff;p ui 1 fP )•; C 120ilh11g 9[0410,, t GiOne 7u'to . or Utet• I' Ntenwa> 4 o y 111. •-Able 1.7 slly nertp: lm; Y,U. Hlg. y3061 (ro rE11 7o fwd Beet or 4W em i1W .1 o[ U. V.e. nleW,r 101, eM 25 rut 7 !n t • too ar__, ,Looney ur tW ..vGr line or 4W oe .met...nen)1 et•t• ' Wwo County, e t p 10e r r vv o ,n c[••Y W west eane[et• rlt. ,t iwall or GI norN uu4anb d abut 1,w1 HI,-1 L. A •tep0ard dl.Y. •4 q6 •j6.113 Y 16 1911• am ••4 ".1 Ito tn, geammt. au,e•N dlu. eGryae 11,00[ t 15 1911.^ In the yy f • Oenenta pw4 ..ct OwL i too .1 •h q. ?y?, 11.0)) uWw q 1).it2 Get.l [rmne.te(11.352 uc,r• o J6. 0 r,u? E et TCI!...Amur 0.) .1. wrm a.. ".A. H1Cp.aY 101 lru ld0 T 70 IU.u.a.C.l•••Amuc 3.1 It.. •o to'I"m U.S. Illtnre1 , ti, Wwn om[Y. v 4 r rorm eon w . leg[ or tp• I,emme H? ??E lul fro Ho p ?t Wwo Ooun41, • 4 460 r.., rtneut of I , l tlo, or W 0.1'ertnnt oT Iitgnwei1'' kl r Ib GI teD N G, nN Gend et tn. wet woof to wlllnp, T-It. Con uT'M tgpln[ Sle Ne•boul /.] fvt Imv b• hlgnw> A •Gneerd gilt, •t- It 4 . Jm.tlon of nNte Illgpml l4, •hovt 60 but out of tN Wwn• C?. I b +19.193 T 13 1Y)3,• Il.676 uGr• m 11.6•.'3 fa.bl er line or H.g?6M1LLlOl, • i •!wc fu I— vu4 fen. 1* 1%, I'.. I, I. ror.aai enne or -1. Nlgnrar 14. A Vn ItM gW4u d? - 15.-•lpwl 0.1 mll..>uth •lml U.l. Illgnw: IUI rrvm pun Waloe 70,1 N Yal •u Aard ale.. 4ell.d eD.931 I J. 1934• and rat - Won C.u.1A smut )0U hat m to of aW Vd h(.ne,-grTi 3la 1 tn. y r .mGG J.nt1 wL a lnon...mr. '`,.,pq,,A,?Y. V `Ilw. Xua Lo. ] 1u1V .. q'tIOLLlCmla , Ot 1edg.. 17 fat . t grwm.m?l1.3 1 13 i] dean n 17.4x5 fob l e '?( rY, n or tW emu, un. or Wtp{AM1wY). t J f?41,vhmCi tn•n pn• ee •Itb.,U. Bev • eoeY Vail,•. • 4 In t l.a[. cT .1 to m0 .It. IS IV.9.0.8.1,•-Amu1 S•6 mll•• -,I along VO, Iildn• - A ,4wndeH 41-t. •[apel •)0.4)5 2 1$ 1931.• W.5% rGrr or wr 3`l 1— ??mmI eff.?olrIj` e.. Cmntr a0ou4 1.3 a13•. mM or G. °fr 31•IM G.1.11 1 hrl or, .-1 1le.r, abut e) r„c o .di'!.-•Sa wto0,r IY)i It wa fLD.ttee N ,• Wne1 mrk pole elm/4. 3113,L .:.4 or to. vn4•r llw 01 tM gyan Cv w • and w1tY urN. et { of • 0•lwn fir lump D•GtW NS09 ]3'. lad a ?l L 2" p• . I- h3,Wr 4WO tW youM. A uni Ge gGbr 4.1.f 1 du[14 ?.}Y^n?a'y,1, wM•m •nppv ow and wahv. (7..11 uuw or 25..56 rub) -,Y { 19! .1'urv. • 477-4 to m}1 ' , I. - 1 t J i 1 p92??1 I F t 1 Mill III 1: 11 '11 b • 5 ,M h? n I.? Ir 1 3 - mf1 ?y _j ti .a WIITID eT Co491' ANp OID[HItfC 9IPtpItY Ilto 13r.. --doe l,rellvg -3 P 16.--Apout 6.5 m11,. wuep a11vg V.B. N3gmW 101 tram ?: ,so t W SYla Plvsra to of Tld l r . °m [Douse` N,nD6 mue a.7 v11, hweet ntoag 8-19-llignvay 101( Lh, v ,al erlag• or t6. 9lmko t p 1 e 2.-•AC 9ne1[on, Wean Cow[y, ov eN asst side of L',t street, e?ouc ]LS ro h °p m . w 0tr, e Lp GN p of `hme •mt ,m o cp• a?m- cm . Ad.sa blot qd 46 68 DDtlp?j9 ' on - r °nklI. 8tie•t, Na mrtp ova W ... 3 teat ovim ot e °s•atm rots eu ve[t D es a vieak I er = o .9 N 16 1931.^ 3 eaters 47.314 t„t .j , n on to, I D Ne mv°iets eld k. eM O.J toot w,et It me ,.st sa , ecemerd dtvk, e m ) p• ed ^g0 t 1917.+ (4.O1L Late or 1),1 g 69feet _ J 39 (O.B.O.C, ).--About 6.5 -flee mu h alovg U.s. lllgpws: 101 fiov HIIde Wmp Comty, h tme mot O.Y miL eo ter a.og elagpwn 101 , V 16.--AC 9hs1[on, Weao County smut 0.2 Mlle south eI- U.9. H1gnwV 0 m h ll l p y ( et m, , •sl Asidg, p ,r m 9NWm1dh $LrarQ 3 T„G mteh Y w math voveesN ahK.vt .tl 13 t t t f ` ° roe0 eM l rat 9tre.te at n }ste 9 t t he G I n tL ?O t 16 te p o ° ° ' , • CN -d llv, of me hlgtwV• A Un1too 9Cat.. D1o81- del 9un•I ..arb d .k. ec pe0 47•)39 ] 29 192 • , d or om s I d Sp ?s co It [m w ei mn a.i rnil le...nigher cmn the std,rglk. ei di 1-. k °ei y y 2 It 'ld It 9 aq t . LmnND of a -meet, t about It- w!m ms grou.d. (14.303 • or 47 f t ?' 7 e , m e j J U 16 1931.+ I3. 633 mutate of it. 4P1 fea '5 s, . 1 T.B.Y, )] (U.9.0.9.),-•0•stroyN prior to A ? 16.-•Abeut 1,0 m ss • p add g .9. Nmgway lol Iroa N• t t Eiav ftre,v em Plsat of W Slim6 .. t ':•'^ -m ,i 3934. It _,.to n 1, ae m Weoo Cowty, of orai 1(111 Creel . o % o 'o(?tte eout? to wet oovoiec, selling. " 4 In a ' ehvut 3 ,t 43 p i T.B.Y. 69 IV.8.0. s. j.••p,.trVad Di11r m H-mb- 1934. I - . g ei Nen ih, twelkz A ..-deed disk, me ,se I 109.009 toe[.) °°tOd "to9.354 9 16 19)3.• 1]).470 ( 1 - P 16.--AIgYt 6.g vfl,• mrcp glom U, 9. Hlgnrsl 101 tram ih, tlov of W "o Svt,rmatlo A D y mW°do °py e G S H y 10 m , p "IntT. =1rmd and YSiec 8ti•ece et icon W,on 0D to • 1-g amt, stmt 140 test aouL ?} b, et rim a ..at ear-il JO t T I Od 8a l d t iie• e 9to n y s 0ew°ty, It ° s oro,e s 33 f,.. norm -. _.. to t i pZel ou Tm-eb glade 46 r"` ' l , . „c eovt. It o! m• asvtnr lit/, ."te hlgpwV, orb b twt wuehwee of poi, 31 /30 . A etmdord diet, et.gmd •241.67] P 16 1933^ d . ,i lips of thd dioe or teat wuep or en, gpwey, Jb teat ,ouch Dt in. iaa,fln line with a of r ot poke, avd - It lv en an C , my of s ovmree• yo DroJeoog about ° lnvhs. amr, groov (7) 7]8 f 9t •"P ' +232.2)1 M 16p19J1 '?A ?, In 0 't onm i s' , nac.l -toe m 26, 2 , o o D or o •t yo,t DcJ,evg smut 6 iv. h,. emus [wt.) gmwd. (64.767-store or 312.490 - ] 3g 101 from I.M. 0.9.1.-.mue 6.3 1vNrmeotlvn m11,e aaet slang V.9. N, of Ael3ioq aN T i T Z 16.--About 5.9 -lief eoum al t •t 8[reste et 9hs, .t no 3[Dn Wmv Camty, abme 4g0 t„c mitmeet vt N, BrooWele 9mTo- 9tatlov. at m• lwotlov It tm m b ma V.9. .4i.-Y 101 rrom it. ltteneetevn or Pailsmd and llr•t 9tis,m ac 9halbn. Wean Civntl ° ooveis a pildg• 9/104 SD N i { s Htll Road l,edttvg tom Uv1on, ouNf d, h, of • .un, ah-c LO east mem,as of lio . • e too oI ch, eau?ia pt the w,at t relll vg, eM smut J-1/3 las t ptgper tha cN A dlor d ? , vevtsi n at [p, hlgbn rmesnt edge or m, a, smut 1-1/S teat nlgp,r may LW 't d tl d1ek or pq t/ patent o - , m +loo.b92 Z 16 19]1,• -tees M 1. 100.951 tea ()0.770 t.) N _ , a Sa m, my W v ]• q toot mlpcq 24 mmd,r nmtq •0909 PBY 5.• bnltq 9ta<se 0eol.gl Dal 9un,y aL°m°a •3LS.g63 JA2g 1929.• (75 O1b - 266.1411q] t edek _ T 16,--Aboue 6.1 mil. •outn alon U s /w^E s re } . o or l 1 g . :nG,»eo[ ! . HighwY loltmm tN ov of Psllrosa sn1 llrei scree[ at 9N ltm, Wsoo Cowtl, mot 7.g mlto hmrm of m, Weov-ThmsmI v'c on. L "" 7 Q 6.--Amut 6.0 m11,a aoitn along V.B. H3ghwey lOl fr m, f vt.n•.tlm W Rnlli . a t s old Nml1Se i dy?nS i¢arto r1 E soC v 2 ,i{ W m o aq T1ret 9tte,te Imp, mi ComtoevtdD e l, d v 0 t eh• Brook W g ?r 9e .ov e rfG D V D M t e h aet i?111 vgt'•r id eppdO2 r,.. hily,s t . adnq .1 u p.r mmc A t T 16 t " + 1 ? ? 1? ` . d to m tA vD of , o sq o[ [EeDndt dora i 131 e to , 9 931. 37.795. 5 ,Nrs o 3 ) d a vg md enmt r„t - - •4 nlgp,e N t°' mrmmt. 4 ..mdaM Sm, tmpq 244.]01 Q 16 19)1.•.v (74 t S)9 o Tldal 1, Amm 7.9 eouth along U.S. Hlghw Ivtsn,.ilop m31w 101troa m of Pai . . +r. or 344. 5 3 Tn,t.l T B Y 09 and }l roq s.. stin,t• at ghaton Wsov CDUVCy, h,no. nmut 1.7 mil„ soot silos a toad to ale} ew n . . . 3 10.8.0.9.1.--.mue 3.4 m11„ north alom U'S. H18h• wy 101 rroa eN tIe at m .. ti.. A ail m) Isom er ^?tli'Y,ldrtp houelal'dc t D pm us dd D lo - t .name Wwv C bat }1ree ootcy. , b )33 rmd nortE of -. D D t a ead ToutZbD f..t a to. ?in te It , o si rg ?r k a?imn , tort una.d 8n odYL6A :i D iddrdi : ° ° o.. o ? : Om ., h or yol, 30/7, 12 t„c ewe or N, -to, 11., of Eh, highway, p m, mp or to. - .out l l ut u 1 ,. o ,am ai k, a m n,ao g (13.476 nensn er 9-32r wt.l . ..ro e .Ivor... ='; ` ??•lot' fel . rite . bmvk toes as don gmrbaam, : •°d mat ) 1— piano iE N Slaa 3.--Amut 7.9 m11.e ...to 7.9 -I ao t inIniq yo. It. A •?St« 9t/.+•• (94. ]00.t•ie or )09,034 r„t•1 along Us. Highway 101 rrom m Inter•milvv r W Com4 e 4 I'll-[ 9tr.. I a lm N o n T.B.Y. J`3 (V.9.O,g.l.-•AO-t 4 3 ql ., Wwv Y. nvD• -b ut l.7 ll• ?Oj.rr BV Ir°m i°°ll e-pa?DU W z.a mil.. no lose n d to s . n, a Le apt/ V.B. H1 mV ing trm p• later.... loo r 8..11-4 M Ylrml Striae •c e°. W°DV CvueL e dd ` o , ron-D v w,ec cp [ w,e or [h` wet lI-, dd? /) f i u t ' F.? ? Y. about l 0 Lwt e?or aIT nd, amuG 13` rwt orN.D?il,t Of U. . ]ln, of L of tdd eevL 33 !wt "1* 19/10 d ` r t DD,s ,m o! no w-,n • , rwt w 1wan8 b p, b,•vp, µ u[pw`et t tn• mvmr`et • 1•,mto too 11 twt vor n [ f s ° A ?I , V Um of m pl ln.p IL • g nl, to ti w,at toot yr a )6• mmy ?roneotlm •°-t )r D L. o in,tap of h, b nt. md in iN top of a 3- pYBy- root Load,i proJ,.tlve about r ' . m-• grounds d smut 1 :opt nla6eo met/ tn, grouvb. A U.Sw BNt,s tatlem Dpe mil tl r 8 3 rwc •bor, the geouM t_ t lows ado. Amts-nib dl.k, e R. 2 7.• (9 t,wp,d 10 191 )0. )79 f„t D N ' wsp,e• 195.798 v,e ior J13 995 Nit., 79 . ,) n 1 a y; *,v1ti(y? t U ] Y7 (V•0.0.9, 1.- Mont 3.0 v13a. n-bwat 1 og U.S. High- N plgp ,DpaDl 181 no D Z 16,••A0, 9.7 mll,• • +l tog V .9. Il3ehw,Y 101 from the dvt•ngtlDn f Aalleoed eM Tls,: • e a[ BN lm m t ? d et 1 We°n Oomt11 ? 0 3 vile -h 'a°° or h. 1o sutra-, t wl A unl1 I19µ) Ho ot ? ?r, Ww 0 CDwt 1.` ale wrN or L`, Weon?Shur.mn a unty -t or m,•I or to 4 '. c 4B0 y' • ? 9 P ?'r 1 •ry Ot.. lOV or , t Jfish of at/ •ps•;o",d _4 leadinga et, Y/.] t,•t •mtpw.E ti. (th . Nr ll 2 f w,•4 , ?dw s' 'bout 75 fast •out0••tt -1.. to'* 25 t d0°to.T dot t [he o c de v 'X d m the "O.Y0• 1 ast tip or m• • ter U. t td mid. -:11 , 2.2 fwt Tmm•t a of loo 1 ,. e ca t find It b• yetm•nt. .b mo t 4 l,aE lower C ..I in. .vt. A • aid dl. or . • . d 2. root vrthwet Ol • miDa,m r7 wltmem A t. UNen} oNNe Os - antte CSw..k --l --.7 Stm eem q +6 6 t. 30.417 16 I 1• 2 N .vends.., a Di17? Sng g i .bor, • In et ..It ln.hi sroune 16, )Ox ten o M676Dt ? ( V d . p 3.8 1 27 1939• •N t he Do J'0tlne 0'2 foot opera Roma, (..4 161 ettdrd o ai6%ji. i: . r we• I A 1 ( J - , r ) e 7.--Amu[ 1.7 Ilse 'It .long U.S. Hlgnw, 16{,i,eat 410 Iron con ov o! C. lml '?4 S• M ? $ 16.-- Ant )•0 oIle. to ,,,,-t sl.nl V 101 .O. Ii1 ?gppwe N from t ?1gh emool •t t Weo ' n f D Y.Y m. Iltrte u• MN ?yvpl°?Tput,ton , • emu` ).i th in: vI L .fpm •m I _ !?!, ? ? }; v u , o a.mt}, 0,1 m13, • tNa.. of the .1• tome to 1l9µ1 Wr.l Auz111ary ASr Otaalo t tG vt d p [ h, W .3 v11.• W mon-Thmsbv oI Y•11n•, ]0 v t .or • u n•a, of • drlr,waY. ]g twt F Df+ . ? • ) floe °f m OaD 0 d 1,adleg Ina L'. ? ma • tdwet ! th. vNr Moo to f i6, ='; 28 6 r.•F ioutp f umwwt f tp. n. It.. or to elgp.,y, .na 33 r°a It ca D Mi > - r nDml,.lo ]44- e+gar v Die disk g 6 ? ` i r ' , o the mNr Ilm of w 114• d. 14 toot w. m l-rthw.t or .1. a46 s.4 r.a .ovmwn r n t ` t C [ 1 p or • e C P[emD,L 1 J33 A 17 m19)1 • d In h. g •bwt a o i r t:ed' d y D 0 y a a r.vD. old 3 r••4 t of . rWt. st v4ara dl ek } t"tod t7 6 616 16 • ''O d ! e d p m .b.. .. 4v. a) m g D l .)yi lYm. i.:i?t p ?? J f : 0d . R 1931 m t n th 1D ' et e t y tJ [1ng 0.0 foot epos. grout. (64.)M .tore er n6 86 tDt ?1 . w Tld.l l .B.Y. ]JO . . . es ],) NNe I _,h aI_ V.S. Hl'.- t I f Y .-• pnetroY,d to-o --bar 16, 1944, 1. 1944. Woom?er 1, S ` . . . too or N Wm , ......... or . op Wll tma •tl tlt.t Str.- It ?j ?mmt , e a«m.,vt poot 108 scat Dor n of ol• " i ' ? 7 1 7 ? 1]l•`t t }jo t.ae l o f hl Tld.l 2 -- Ab t ,d? t va ' et u toms), • g.i C 1p ro ll o I il low w r l„t o t b , ou 8.1 -I.- wet •1., U." 11!1hw lvungtto. v[ Mal tol am )) Y- I 4 re `?° $$ ;? ?? ', 9 . 1 d } - tN So P ut )•l0 f••t h1.p• Nm r,.o t. A g1 otN t.e•? ?7u.]9 Mte l)p0 )A a. ? 4. IIDTg ?9,sr•hN ?d d Arenue ttV , lnu County tNno, bout 2.3 1,a tov mi v hw•t I .'S.-¶1 9Dtuwlani•• Pralrta 'ml 101 to , m•pc, smut 0 ll 5 R! E ffi1 b nf ? 4 0 0 . r ot 4 1h Aaguel 19µ. N}' ppnk ????oonv Wwm m'y .. tN [rem 8. peN vi ° So . e s [Neat •1 aDlalN t.mamtr. Pwlr1• D,no, 1411 to ITmpi1, O. I • a Yo. 711. pqv, bout SO al In M. 1411 tN 1 a st 4 . ?a am[inma ee tm• emtn ea •t N, 1- Nr f .• mtl N ; • -met tl l .. .d$w w •a •1 u a ie i9i %` n wt to Wd Soy Drop,i4l e6 LY ;. Wht t, 1.7 l..t u too Zia we"id the p-. L2-5 teat to If Oa sou wed { i we . I vv. r e o.g Da 1. il1 sL] tar. K'o sd r.... or 9-sit ... r e m rr.. g a m,•et Ir tn. h r e °wa i th.. t or on i'wu 6 1i or i A 4 T 16.••A1 pgy348, Wwe Comt), .. 1N o g .Yrmeu. •t tN .l• e 'm o ,4vdatd d1et, •u HJ 1•.17^ N .•t 1n h, op°di dp 1t: a°•t• I5-450 rNre dib.' r•a,l v. . r t A m } 4N me{ I •. 3e Lh• um,ssl m IPa If IN Y gs.nlw •N ffa 4N b ?mm A ,. d • A . - are g41, easmp• M l )7.YJ T t 19)1,• 11.4.e q 37 09 te s r„t,) t }+ 7tW.1r+-M•twTN Prior t. Aoguet 19µ. 477.1 . , I i ??7({{,'' ?' '?? tl I'ktI il ? M ! ? ?: ? ? Fti r`RrY t ;' J F 1 i ?w ;y ? , ilk Y y. J ?. •v Q... _ _ ?.... ? Nit . .- Gil :>-,.,.'J?:-- - ?*? • .6- .. i z - 'D 7 Ah t 5.5 m13ss r•ec slang U.9. HSy,neY 410 from tae 5 '- 1 1 r Cepltal Uey wd }auitA.ahue ec 01????]e, Thwetca '4 '? County bavaa e6out 1 mlla vo[chraat h'eY 101 fi slan 11ne Dal. Ox iBS. . `3:•u halt ilootsat eauth OS of Loner-_:= .k 74 wt ¢ r hee-i of the iaM r llve Of a high. > d Ia llne lath a son of yole•. A. --d dlek, • pad 40.305 H 17 1931• ¢n1 • at Sh Lbe toy a Da-t pro 3•ating shout a Sv.hea .Y• rr a eho.• Dowd.. (13.486 mel0eaeor 40.971 [s•1.1 C 17•--Ahout 5.5 mlla- vest along U.S. HSg 410 11g the SvuseaatllhsLOnof C•D11o1 111 .!Id lawth A.avue 0 1 ur•tov Cavlty. m th •of U.9. Hl lmvatlav of U.U. Hlghr-y 101, 18 f f the -?( e ebnay 410, 15 flat ..ac f h ar lloe at U.B. Illgh.•J 101, -v1 L. cM tocp Aor ththed¢ •eMdlsk d sHmCedw 1B-Shah •Iroul•i owpeet. wl.ar. ee ^70 141 0 17 1971.^ 131.461 meter- ar 70.410 f••t.1 ' Dor 5.5 "1.. ..at -18 U.S. High.— 410 fro. th. Svi i- 1 c yltol Mn ova }earth A..nn• Olymn!? lgn- .l??f 9 : > ch 1oNtuvtlov of Vs. Nlgh.eye 430 ?LT10i. lbs. j rotl ~ %•Jy D 17.-- - 5.t alto- -at al" U.S. M.h- 410 from tb•. Svt•e.•atov of Csyitol Mey ova ...w A.•nw s Ul 1e, Tpurlthov - Couaty?` m at•al hilag• o er Parrs C a r••k, .vdtln Che Fyo[ ? d f M • c[•1 0 • ere o • disk, Nmpsd •10.961 D 17 1931.+ ().431 0e< r 11.470 f-.. • L 17.--About 4.4 ai1•• feat elorg `.9. High- y a- fT the Ivus••a Glop of C.1L 1 Mey -od !aw[b ten }mom ls, T we Cowty. a the .-..at. taea orer Hud DsYw(Lld LPL I. iv th• oa •outhaa¢c a yr n` .oatb.ut or • slag. em _ __ 'i sop nt t i .eo J 5 nlghera.v tM wt.m.nt. A ai.k, ..mp.a ms • ar 15.561 {.ec.l "35 393 8 17 19)1.+ 14.743 7 17 houc'1.8 mll•e I- along U.9. Hlghn.y "o, tram the 1 t f Ceyyttnl Mey and Y- a..... • t a, h-.. A v,COVVtY. e[ H. Id. vlds of a nuns, .tout 90 rba•tr••t of m 2•ro•d, <rc ,C as 37 tali wr h of the -- lloe of the lghn.Y• ecaMerO dte`.'•tiup-d '195.379 l 17 1911+ ew -•t lv tba toD of • ooner.te f95•'ADB t aatr1?} mtaut 5 Snvhae shoe g 139.593 ...r. ym V 11a OL•7CilEg 0? LLi ?P a! tb eatiE o?vae•t?ore111ng.ve dM••c •W 3.7 .at h1Dp•r tLm LM -Sasn•lt. -c.aaata dl •t, -taped , •. ')4 747 0 17 19)1 (10 07b •t•r• or )!.030 f•.t.) Tidal 17.- D lady 1 r b 9.yt•vh•e 1973. i_ d H 17.--At 1 1 T too Cowe>, oh cM •.•e -Ids It csy- ?,. ltdl M-`? at thaevtr vo to tb• awvty aourthoue•..0a in .p tats the ttom M of iha ..ease at bo .. . A •tua.id dl k pd .n •95.715 H 17 39]1." (39.358 rt•r• or 95.991 flee,) . Capitol `. µ J 37 t ?l l•, Thurston CauntYr • th. TS silo •v[nvom to tb• peml• Ju•cln•, ? x uM Ali. Z: T th• •m .L na of h• ....M •p fim tM of m. A et.na- 11 Cl 1 ? p'°t ; t up.a 13).]41 J 17 19)1.• I7L.600 mat•.• or 11).517 - • ' - l.y?? ?.tf•, T6VY•1 O Couvt> It ta• sue. C• teal X 17 .-.At S1 ad 1 th• sln •air•..i to t • 4.Ml.l.tp.• Bu11d- ??' i7NE 1ng tat h..caat .ad er cb. r1ha -c•D from iLe MLtas. A lys Y? 1 ( b rd a1 Pa •115•x)9 x 7 1971.• ()3.147 tour- he ??`? f 135 )11 t .) • F1 .0aitto.•1 beam rk. 11 th_O. rlo Wp of 01-11, •• p g+?e., •C•ntnll• to Au0ur0. muhlvgton 113 l.• • Lpu? b?0?? ? ?' i h y ZW of tn. 11a. s t $ ' - d p .` m!+ PStP J?YV. f? Nr ANY f Y8? r ( 77 1777 7. 7 .7, i...r F 7 p lima= NOW _ . ` ? .- ? . ? .. ? ?.?7?,u'r? ?.?``+n.?:rb,9???%Y? ?fix?H.?.'. ? 1",e u.?'''?'2§'? ???9 .'?;:? r ., .. ,t' •?. ? 1 I AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1976 EDITION TABLE OF ARTICLES 1. CONTRACT DOCUMENTS 8. TIME PAYMENTS AND COMPLETION 9 2. ARCHITECT . 10. PROTECTION OF PERSONS AND 3. OWNER PROPERTY 4. CONTRACTOR 11. INSURANCE 5. SUBCONTRACTORS 12. CHANGES IN THE WORK 6. WORK BY OWNER OR BY '13. UNCOVERING AND CORRECTION SEPARATE CONTRACTORS OF WORK 7. MISCELLANEOUS PROVISIONS '14. TERMINATION OF THE CONTRACT This document has been approved and endorsed by The Afsocialed General Contraelars of America. C,?In rrghl 1'111, 1415, 1'IIn, 1775, 1'017, 1751, 17511, 1961' 1961, 1'lla,, 1'9,7, 1'1.11, .? 1976 by llte Antrriean Instilulr of Ar[flllreU, in nr fuh,tanlial quulallon n1 Ilf Pm• l h 1711 New 1'mA M,:mir, N.\Y., \Va•hinRlun, D, 1j'2 0116. Rcprnduct l IN, AIA 1Inlalef te romdght law. oru nn, n1 Ihr ma,e rea of Iho Unurd Slaws and will bu .ubjecl to Ieaal Toosecullon. ono. wilhi,ul ..... "ion n A11 A DOCUMLNR AHI CINf.R.SL C0Nmt IONS Or 1111 CONIRAI'f IIIN r:ONSIRII<-IION • IIoltItENIII TUITION • AUGUST 1975 A201-1976 I AIA- • 91 19'6 • l$It AAIIRICAN INNTI1U;L of ARCllilfCl't I' It Nl,%V 111RA AVf NUT, NAY., %VASIIING70N, MG. 2", 5 + Z y 4 1 INDEX Acceptance of Detective o Non-Conforming Work ..6.2.2, 13.3 ...4.15, 6.3 .. ... ....... ons .... Cleaning Conditions Relating (1...1, 4.2, ent of the Work Acceptance of Work ..... ...........:.. .9. 5 5.5, 9.8.1, 9.9.1,'1.9.3 er , Commencem 7.5, 9.2, 11.1.4.4, 11,3.4 6.2.2 2 1 4 5 4 7 1 10 Access to Work ................................2.2.5, 6.2.1 4 10 2 2 , . , . . . . , , ,..8.1.2 Commencement of the Work, Definition of .. .... .. , . . Accident Prevention .... •..... ..... ........ ... 7.6.2, 8.3.1, 10.2.5 4 16 3 7 2 4 4 2 ...2.2.2, 3.2.6, 4.9.1, 4.16 Communications ............... , . , . . , . . Acts and Omissions ........ Additional Costs, Claims for .. .................. .....12.3 Completion, .9, 13.2.2 Conditions Relating to ...2.2.16, 4.71, 4.15, 9. Administration of the Contract ....................2.2, 4.3.3 71,3,1 ............................ surance ll Ri k I .... COMPLETION, PAYMENTS AND ............... •.2-92 13.. 8 2 2 9 3 8 8 1 1 1 ...... s n A Allowances ......4.8 4 . , . , , . . . . , Completion, Substantial ....2.2.16, 8. Compliance with Laws ................1.3, 2.1.1, 4.6, 4.1 , Applications for Payment ..................2.2.6, 9.2, 9.3, 9. 7.1, 7.7, 10.2 .2.22,, 14 4 9. 2, 9.9.7, 9 9.3,14.2.2 4 9 143 M1through .12 5 44 4 3 3 2 Concealed Conditions ............12.2 •'•"" """•' , , . . . , , . . . . Approvals •••••••••......2. 27.7, 2 4.12.6, 4.12.8, 4.18.3, 2 h 6.2 .2.5, 19 2 2 2 73 u h 2 7 th 2 2 Consent, Written ...2.2.18, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.2, 9.9.3, 111.3.9 2 1 . . g , . . . , g . ro . . Arbitration ................ 8.3.1, 11.3.7,11.3.8 7.9 . Contract, Definition of ........... . " '•'•'•..•' 3.3 4 2 2 , 2 •• . . , Contract Administration ........ .................. ARCHITECT ..... ................................. Architect, Definition of .................................2.1 Contract Award and Execution, Conditions Relating to .........4.7.1, 4.10, 5.2, 7.5, 9.2, 11.1.4, 11.3.4 3 6 1.2 Architect, Extent of Authority ....2.2, 3.4, 4.12.8, 5.2, 6.3, 7,7.2, CONTRACT DOCUMENTS ............................... 1 :, .9.3, 12.1.1, 8.1.3, 8.3.1, 9.2, 9.3.1, 9.5.7, 9.6, 9.8, 9.9.1, 9j 14 2 2 5 1 13 13 2 13 1 4 1 Contract Documents, 5 3 2 5 3 1 3 . . , , . . . . , . , 12.1.4, 12.3.1, 12. . . , . . , Copies Furnished and Use of ............... Architect, Limitations of Authority and Responsibility .....2.2.2 18 17 2 2 2 14 2 h 2 2 10 th 2 Contract Documents, Definition of .....................1.1.1 9.1.1 , , . . . , . . . roug . through 2.2.4, 2. 4.3.3, 4.12.6, 5.2.1, 9.4.2, 9.5.4, 9.5.5, 12.4 Contract Sum, Definition of ........................... Contract Termination ... ....................... .. 14 Architect's Additional Services ..3.4, 7.7.2, 13.2.1, 13.2.5, 74.2.2 4 18 7 12 8 4 4 12 6 4 4 5 4 3 Contract Time, Definition of ..........................8.1.1 . ..4 , . . , . . . , , . , , . Architect's Approvals ......2.2.1 Architect's Authority to Reject Work 13.2 CONTRACTOR .. ......... ......................... Contractor, Definition of .................... 6. 1.2 Architect's Co h1 ht ...................................1.3 py'g 7 2 7 13 6 3 h 2 2 2 7 h Contractor's Employees ......4.3.2, 4:4.2, 4.8.1, 4.9, 4.18, 10.2.1 1 .1 11 10 3 6 4 10 2 h 10 2 . , . , . , . . roug . t Architect's Decisions ..........2. 7.9.1, 8.3.1, 9.2, 9.4, 9.6.1, 9.8.1,12.1.4,12.3.1 . . , , , . . . . throug Contractor's Liability Insurance ........................11.1 Architect's Inspections ..............2.2.13, 2.2.16, 9.8.1, 9.9.1 13 1 2 4 Contractor's Relationship with 6 7 3 2 ' . . , 2.2.13, 2.2.15, 7.7.2, 1 Architect's nstructions . , . . s Forces ......... Separate Contractors and Owner : Architect's Interpretations .........2.2.7 through 2.2.10, 123.2 Architect's On-Site Observations ......2.2.3, 2.2.5, 2.2.6, 2.2.17, Contractor's Relationship with Subcontractors .. .. 1.2.4, 5.2, 5.3, 9.5.2, 11.3.3, 11.3.6 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Contractor's Relationship with the Architect ........1.1.2, 2.2.4, Architect's Project Representative ..... .. ....2.2.17, 2.2 18 2 2 5 2.2.5, 2,2.10, 2.2.13, 4.3.1, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6 3 9 3 4 12 5 4 5 1 2 2 ' . . , Architect's Relationship with Contractor .....1.1.2, 2.2.4, . . . . , . , . . , s Representations ............ Contractor 2.2.10, 2.2.13, 4.1.3, 4.5, 4.73, 4.12.6, 4.18, 11.7.6 Contractor's Responsibility for Architect's Relationship with 9.5.4 53 13 9 1 2 2 2 1 Those Performing the Work ...............4.3.2, 4.18, 10 Contractor's Review of Contract Documents ....1.2.2, 4.2, 4.7.3 , „ . , , . . . Subcontractors .................. Architect's Representations ......... ......9.41, 9.6.1, 9.9.1 Contractor's Right t, 510p the Work .................... 9.7 Arlistic Effect ...................... 21.12, 7.9.1 Contractor's Right to Terminate the Contract .........:..14.1 Attorneys' fees ...........................4.18.1, 6.2.5, 9.9.2 1 6 1 Contractor's Submittals ...............2.2.14, 4.10, 4.12, 5.2.1, 9.9.3 9.2 0 1 9 3 1 9 2 9 2 3 9 5 . . Award of Separate Contracts .......................... Award of Subcontracts and Other Contracts for , . , . . , . , . . , . . Contractor's Superintendent ...................... 4.9, 10.2.6 Portions of the Work .............................. 5.2 2 99 Contractors Supervision and ........1.2.4, 2.2.4 , 4.3, 4.41 10 Construction Procedures . . Bonds, lien .......................................... Bonds, Pedormanc6, Labor and Material Payment ....7.5, 9.9.3 . Contractual Liability Insurance ................... • • • • •11.1.3 Building Permit ...................................... 47 1 9 0 Coordination and 4.10.1, 4.125, 6.1.3, 6.2.1 4.3.1 4 Correlation 1 2 2 1 2 . . Certificate of Substantial Completion ....... .......... Testing or Approval ... ..7.7.3 tion f I , , . . , . . .. . Copies Furnished of Drawings and Specifications . J.3, 3.2.5, 5.3 , nspec Certificates o Certificates of Insurance ............. ..........9.7.2, 11.1.4 6 1 9 5 5 1 9 Correction nl Walk ........ ............J.3, J.4, 10.2.5,13 2 ... .... .12.1.4 Definition of : t C . , . . , , . Certificates for Payment ....2.2.6, 2.2.16, 9.4, 9.S. 12.1.4, 14.2.2 3 1 9 9 9 7 9 8 2 9 9 1 .. .. .. .. . os , Costs ..... J,4, 4.8.2, 4.15.2, 5.23, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7 1' , . . . . . . . . 1 , 1 5.2.7, 7.7.21 4 4 2.3 8 15 7 2 1 1 1 2 7.7.2, 9.7,11.3.1, 11.3.5, 12.1.3,12.1.4.12.3,13.1.2,13,2,14 , . , . . . , . . , , Change Orders .......... 9.3 ., 11.3.5, 11.3.7, 7 9 3 1 9 8 1 1 1 -3 Culling and Patching of Work ..... ... .. ....4.14,6.2 , . , . . . 2 , 13 2.5, 13.7.1 3 1 11.;, 1 Damage to the Work ................6 2.4, 6.2.5, 9.6.1.5, 9.0.1, 11.3; 13.2.6 3 2 10 10 2 1 Change Orders, Definition of ............. ........12.1.1 111. t: 4 11 2 : , , . . . . Damages, Claims for ............6.1.1, b.25, 7.4, 8.3.4, 9.6.11 . . . . CHANGES IN THE WORK ... ........ .... Claims for Additional Cost or Time ....8.3.2, 83.3, 12.2.1, 12.7 . .6.1.1, 8.1A, A7 Damages for Delay ..... • ................. 4 0 1 Claims for Damages ..............67.1, 6.2.5, 7.4, 83, 9.6.1.1 . . . Day. Definition of .,..................... .... AIA DOCV.4111 at.' • GENERAL CONDITIONS O/ THE CONTRACT TOR CONSTRUCTION • THIRTEENTH EDITION AUGUST 1976 VMS C D WASHINGTON V 7 A201-1976 AIA6 r 0 1976 • 111E ANIE41CAI INSTITUTE . , . ., Or ARCHITECTS. 1711 NtV, YORK AVINUI. N.S Decisions of the Architect ......2.2.9 through 2.2.12, 63, 7.7.2, 4.12.61 4.17, 4.18.3, 6.2.2, 7.6.2, 9.4.2, %4 t 7.9.1, 8.3.1, 9.2, 9.4, 9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1 9.9.4, 9.9.5, 10.2.5, 11.1.2, 11.3.6 Defective or Non-Conforming Work, Acceptance, Rejection Limitations of Time, General ...:.2.2.8, 2.2.14, 3.2.4, 4.2, 4.7.3, and Correction of ....2.2.3, 2.2.13, 3.3, 3.4, 4.5, 6.2.2, 6.2.3, 4.12.4, 4.15, 5.2.1, 5.2.3, 7.4, 7.7, 8.2, 9.5.2, 9.6, 9. 6.1.1, 9.9.4.2, 13 9.8,9.9,11.3.4,12.1.4,12.4,13.2.1,13.2.2,13.2.5 Definitions ........ 1.1, 2.1, 3.1, 4,1, 4.12.1 through 4.12.3, 5.1, Limitations of Time, Specific ...........2.2.8, 2.2.12, 3.21, 3.4, 6.1.2, 8.1, 9.1.1, 12.1.1, 12.1.4 4.10, 5.3, 6.2.2, 7.9.2, 8.2, 8.3.2, 8.3.3, 9.2, 9.3.1, 9.4.1, 9.5.1, Delays and Extensions of Time .............. .....8.3 9.7, 11.1.4, 11.3.1, 11.3.8, 11.3.9, 12.2, 12.3, 13.2.2, Disputes .... ............2 2.9, 2.2.12, 2.2.19, 62.5, 6.3, 7.9.1 13.2.5, 13.2.7, 14.1, 14.2.1 Documents and Samples at the Site .....................4.11 Limitations, Statute$ of ...................7.9.2, 13.2.2, 13.2.7 Drawings and Specifications, Use and Loss of Use Insurance .................................11.4 Ownorshlp of ......................1.1.1, 1.3, 3.2.5, 5.3 materials, Labor, Equipment and ......1,1.3, 4.4, 4.5, 4.12, 4.13, Emergencies ... ........ ..........10.3 4.15.1, 6.2.1, 9.3.2, 9.33, 11.3.1, 13.2.2, 13.2.5, 14 Employees, Contractor's .....4.3.2, 4.4.2, 481, 4.9, 4.18, 10.2.1 Materials Suppliers .................. :. .4.121 5.2.1, 9.3.3 through 10.2.4, 10.2.6, 10.3, 11.1.1 Means, Methods, Techniques, Sequences and Equipment, Labor, Materlalsand ....1.1.3, 4.4, 4.5, 4.12, 4.13, Procedures of Construction .............224 431 94.2. 4.15.1, 6.2.1, 9.3 2, 9.3.3, 11.3, 13.2.2, 13.2.5, 14 Minor Changes in the Work ............1.1 1 2.2.15, 12.4 1 Execution and Progress of the Work ....1.1.3, 1.2.3, 2.2.3, 2.2.4, MISCELLANEOUS PROVISIONS ....... ....... .7 2.2.8, 4.2, 4.4.1, 4.5, 6.22, 79.3, 8.2, Modifications, Definition of .. .... ... .. ........1.1.1 11.3, 9.6.1, 10.2.3, 10.2.4, 14.2 Modifications to the Contract ........11.1, 1.1.2, 2.2.2, 2.2.18, t Execution, Correlation and Intent of the 4.7.3 , 7.9.3, 12 1 Contract Documents ......................... 1.2, 4.7.1 Mutual Responsibility ............_........... .........6.2 w?,r Extensions of Time ............. ............ 8.3, 12.1 Non-Conforming Work, Acceptance of Defective or .....13.3.1 Failure of Payment , Owner ...... ... .... .....9.7,14.1 Notice, Written ...... ...2.2.8, 2.2.12, 3.4, 4.2, 4.7.3, 4.7.4, 4.9, failure rif Payment of Subcontmctors ..9.5.2, 9.6.1,3, 9.9.2, 14.2.1 4,12.6, 4.12.7, 4.17, 5.2.1, 7.3, 7.4, 7.7, 7.9.2, 8.1.2, 8.3.2, Final Completion and Final Payment ..2.2.12, 2.2.16, 9.9, 13.3.1 8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.2.6, 11.1.4, 11.3.1, Financial Arrangements, Owner's .................. . . 17.2.1 11.3.4, 11.3.5, 11.3.7, 113.8,12.2, 121, 13.2.2,13.2.5, 14 Fire and Extended Coverage Insurance Notices, Permits, Fees and ...... ................4.7,10.2.2 ?i Governing Law ........ ...... ... 7.1 Notice of Testing and Inspections ........:.............. 7.7 Guava es ISee Waminly Notice to Proceed .......................8.1.2 and Warranties) ........ 2.216,4.5,9.3.3,9.8.1,9.9.4,13.2.2 Observations, Architect's On-Site ........ 2.2.3,7.7.5,7.7.4,9.4.2 lndemnilicalion .......................4.17, 4.18, 6.25, 9.92 Observations, Conlraclur'S ................ 122 4.2.1, 4.7.3 Identification of Contract Documents ....... ..........1.2.1 Occupancy ...... ......... .8.1.3, 95.5, 11.3.9 1 . Identification of Subcontractors and Suppliers ...........5.2.1 On-Site Inspections by the Architect ........2.23 2.2.16, 9.4.2, rJT slfr Information and 9.8.1, 9.9.1 kkx? ,.? Services Required of the Owner ........3.2, 6, 9, 11.2,11.3 On-Sire Observations by the Architect .......2.2.3, 2,2.6, 2.2.17, ?rx"f r Inspections ............... 2.213, 2.2.16, 4.1.1, 7.7, 9.8.1, 9,9.1 7.7,1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Instruct inns to Bidders ............................1.1.1,7.5 Orders, Written ..................,3.3,4.9,12.1.4,12.4.1,1311 Instructions to thn OWNER ...............................................3 Contractor ..........2.2.2, 3.2.6, 4.8.1, 7.7,2, 12.1.2, 12.1.4 Owner, Definition of .................. 3.1 INSURANCE ......................................9.8.1, it Owner, Information and Services Required of the .. .3.2, 6.1.3, ' Insurance, Contractor's Liability ........................11,1 6.2,9,11.2,11.3 Insurance, Loss of Use ................................11.4 Owner's Authority .............2.2.16, 4.8.1, 7.7.2, 9.3.1, 9.3.2, -` Insurance, Owner's Liability ...........................11.2 9.8.1, 11.3.8, 12.1.2, 12.1.4 1,. Insurance. Properly ...................................11.3 Owner's financial Capability ...................... ,.... 3.2.1 Insurance, Si red Materials .....................9.3,2, 11.3.1 Owner's Liability Insurance ............................11:2 Insurance Companies, Consent to Partial Occupancy ....11.39 Owner's Nelatlonship with Subcontractors .......... 1.1.2,9,5.4 Insurance Companies, Settlement With ................11. 3.0 Owner's Right to Carry Out the Work .,............ 3.4, 13.2.4 k c Intent of Owner's Right to Clean Up .. ........ ... .....4.15,2, 6,3 the Contract Documents .,.1.2.3, 2.2.10, 2.2.13, 2.2.14,1_2.4 Owner's Rlghl to Perform Work and to Award • itN' Interest ..................... .... ......... .....7.8 Sep-le contracts ........ .......,.........,......6.1 ql ? Interpretations, YV(IIIeo .........1.1.1, 2.2.7, 2.2.8, 2.2.10, 12.4 Owner's Right to Terminate the. Contract ................14.2 S? Labor and Malerials, Cquipment ..1.1.7, 4,4, 4.5, 4.12, 4,13, Owner's Right to Slop the Work ......................... 3.3 > 4.15.1, 6.2.1, 91.2 9.33, 11.3. 13.2.2, 13.2.5, 14 Ownership and Use of Document ......... 1.1.1,1.3, 3.2.5, 5.2.3 + r Lalwr and Material Payment Bond ..................... 7.5 Patching of Work, Cutting and ......,..,..........4.14,6.2.2 Lalwr Dispmes ........................ ..............BJ.1 Patents, Royalties and ..............,,..........,,... 4.17,1 Laws and Regulations ..............1.3, 2.1., 4.6, 1.7, 4.13, 7.1, Payment Bond, Labor and Material ....................... 7.5 7.7, 10.2.2, 14 Payment, Applications for ............2.2.6,'3.2, 9.3, 9.4, 9.5.3, Y Liens ................................... 9.3.3,9.9.2,99.4.1 9.6.1,9.11.2,9.21,9.9.3,14.2.2 r Ltmitatiorw of Authority .....2.2.2, 2.2.17, 2.2.18, 11.3.0, 12. t.t Payment, Certificales for ...............2.2.6, 2.2.16, 9.4, 9.5.1, sA Ltmilationt of Llabdity ......22.10, 2.2.13, 2.2.14, 3.3, 4.2, 4.7.3, 1) 5.5, 9.6.1,91.1, 9.8.2, 0.9.3, 12.1.4, 14.2,2 w AIA OOCUA(INT AJOI • LINT qAI LovmIIONS Of Ill[ CONTRACT If IR Cf7N'..XUCIIr1N • IlllglrkllTll lDI110N • AUGUST 1716, AIM • 0 1'1.6 • 111( ARIL tit CAN INSIIIU7l. OF ARCIIIT[CIl, 1715 Nf1V YOXx AVCNII F, N.1Y., \VA5111NLIOM, O.C. JmM A201-1976 3 d, w b. Payment, Failure of ................9.5.2, 9.6.1.3, 9.7, 9.9.2, 14 SUBCONTRACTORS .....................................5 Payment, Final ..................:...2.2.12,2.2.16,9.9,13.3.1. Subcontractors, De6nitian of ............................5.1 Payments, Progress ..........7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4 Subcontractors, Work by ...............1.2.4, 2.2.4, 4.3.1, 4.3.2 PAYMENTS AND COMPLETION ........................... 9 Subconlractual Relations ............................... 5.3 Payments to Subcontractors .................9.5.2, 9.5.3,'9.5.4, Submittals .................... 1.3, 4.10, 4.12, 5.2.1, 5.2.3, 9.2, . 9.6.13111.3.3, 14.2.1 9.3.1, 9.8.1, 9.9.2, 9.9.3 ..' ......... 'Payments Withheld'. .. ...9.6 Subrogation, Waiver of .... .............. ..........11.3.6 Performance Bond and Labor and Material Payment good ..7.5 Substantial Completion .. ...2.2.16, 8.1.1, 8.1.3, 8.2.2, 9.8,13.2.2 Permits, Fees and Notices ................ 3.1.3, 4.7, 4.13 Substantial Completion, Definition of ...................8.1.3 PERSONS AND PROPERTY, PROTECTION OF .............. 10 Substitution of Subcontractors ....................5.2.3, 5.2.4 Product Data, Definition o( ...........................4.12.2 Substitution of the Architect .......................... 2.2.19 Product Data, Shop Drawings, Samples and ...2.2.14, 4.2.1, 4.12 Substitutions of Materials ......................... 4.5,12.1.4 Progress and Completion ....................2.2.3, 7.9.3, 8.2 Sub-subcontractors, Definition of .......................5.1.2 .. Progress Payments ........... 7.8,7.9.3,9.5.5,9.8.2,9.9.3,12.1.4 Subsurface Conditions ............................... 12.2.1 Progress Schedule ....................................4.10 Successors and Assigns ................................7.2 Project, Definition of .................................1.1.4 Supervision and Construction Procedures .1.2.4, 2.2.4, 4.3, 4.4, 10 Project Representative ............................... 12.17 Superintendent, Contractor's ......................4.9,10.2.6 Property Insurance ...................................113 Surety, Consent of .............................. 9.9.2,9.9.3 PROTECTION OF PERSONS AND PROPERTY ...............10 Surveys ....................................... 3.2.2, 4.18.3 Regulations and Laws ..... 1.3,2.13,4.6,4.7,4.13,7.1,10.2.2, 14 Taxes ................................................ 4.6 Rejection of Work ........................ 2.2.13,4.5.1,13.2 Termination by the Contractor .........................14.1 Releases of Waivers and Liens ....................9.9.2, 9.9.4 Termination by the Owner .......... ..................14.2 Representations ............. 1.2.2,4.5,4.12.5,9.4.2,9.6.1,9.9.1 Termination of the Architect .........................2.2.19 Representatives ............................ 2.1, 2.2.2, 2.2.17, TERMINATION OF THE CONTRACT ...................... 14 2.2.18, 3.1, 4.1, 4.9, 5.1, 9.3.3 Tests .................................2.2.13,4.3.3, 7.7,9.4.2 Responsibility for Those Performing the Work .....2.2.4, 43.2, Time .................................................. 8 6.1.3, 6.2, 9.8.1 Time, Definition of ....................................8.1 Relainage .......................9.3.1, 9.5.2, 9.8.2, 9.9.2, 9.9.3 Time, Delays and Extensions of ........... 8.3,12.1, 12.3, 13.2.7 Review of Contract Documents Time Limits, Specific ..................2.2.0, 2.2.12, 3.2.1, 3.4, by the Contractor ........................1.2.2, 4.2, 4.7.3 4.10, 5.3, 6.2.2, 7.9.2, 8.2, 8.3.2, 8.3.3,9.2, 93.1, Reviews of Contractor's Submittals by 9.4.1, 9.5.1, 9.7, 11.1.4, 11.3.1, 11.3.0, 11.19, Owner and Architect .....2.2.14, 4.10, 4.12, 5.2.1, 5.2.3, 9.2 12.2, 12.3, 13.2.2,13.2.5, 13.2.7, 14.1, 14.2.1 Rights and Remedies ......1.1.2, 2.2.12, 2.2.13, 3.3, 3.4, 5.3, 6.1, Title to Work ...................................9.3.2, 9.3.3 6.3,7.6,7.9,8.3.1,9.6.1,9.7,103,'12.1.2,12.2,13.2.2,14 UNCOVERING AND CORRECTION OF WORK ............. 13 Royalties and Patents ............................ ..4.17 Uncovering of Work ..................................13.1 Safety of Persons and Property .........................10.2 Unforseen Conditions .................,...........8.3,12.2 Safety Precautions and Programs ..................2.2.4,10.1 Unit Prices ...................................12.1.3, 12.1.5 Samples, Definition of ................ .......... ..4.12.3 Use of Documents ............. ...1.1.1,1.3,3.2.5,5.3 Samples, Shop Drawings, Pmducl Data and .....2.2.14, 4.2, 4.12 Use of Sllc ... ..............................4,13, 4,13,6.2.1 Samples at the Site, Documents and ...................8.11 Values, Schedule of ....................................9.2 Schedule of Values .................................... 9.2 Waiver of Claims by the Contractor .... 7.6,2,8.3.2,9.9.5, 11.3.6 Schedule, Progress ...................................4.10 Waiver of Claims by the Owner ......7.6.2, 9.9.4,11.3.6, 11.4.1 Separate Contracts and Contractors ..... 4.14.2,6,11.3.6,13.1.2 Waiver of Liens ......................................9.9 2 Shop Drawings, Definition of .........................4.12.1 . Warranty and Warranties ....2.2.16, 4.5, 9.3.3, 9.8.1, 9.9.4, 13.2.2 Shop Drawings, Product Data and Samples ... 2 2,14,4.2'4 12 Weather Delays ......................................8.3.1 Site. Use of .....................................4.13, 6.2.1 Work, Definition of ..................................1.1.3 Site Visits, Architect's .................22.3, 2.2.5, 2.2.6, 2.2.17, Work by owner or by Separate Contractors ................6 7.7.1, 7.7.4, 98.2, 9.6.1, 9.9.1 Written Consent ......2.2.18, 4.14.2, 7,2, 7.6.2, 9.8.1, 9.9,3, 9.9.4 Site Inspections ............. 1.2.2,2.2.3,2.216,7.7,9.8.1,99.1 Written Interpretations .......,.......1.1.1,1.2.4,2.2.8,12.3.2 Special Inspection and Testing ....................2.2.13,7.7 Written Notice .....2.2.8,2.2.12,3.4,4.2,4.7.3,4.7.4,4.9,4.12.6, Specifiatlons ..1.1.1,1.2.4,1.3 4.12.7, 4.17, 5.2.1, 7.3, 7.4, 7.7, 7.9.2, 0.1.2, 8.3.2 83.3 Statutes of Limitations ....................7.9.2, 13.2.2, 13.2.7 , , 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.26, 11.1.4, 11.3.1 11.3.4 Stopping the Work ............... .. 3.3, 9.7.1,10.3,14.1 , , 11.3.5, 11.3.7, 11.38, 12.2, 12.3, 13.2.2, 13.2.5 14 Stored Materials 6.21, 9.3.2,10.2.1.2,11.3.1,133.5 , Written Orders 33, 4.9,12,1.4,12.4.1,13.1 AIA OOCUMINT ATRI • 4INERAI CONDITIONS Or THE CONTRACT IOR CONSTRUCTION • 711IRTEENTII EDITION • AUGUST 1976 4 .4201-1976 AIM • 0 1976 • ,It( AAIE RI CAN INS71TUTE Of ARCHITECTS, 1715 NEW YORK AVENUE, N.W., WMIIINGTON, D.C. 70006 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1.1 DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner-Contrac- for Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, and all Addenda issued prior to and all Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written interpretation issued by the Architect pursuant to Sub- paragraph 2.2.8, or (4) a written order for a minor change in the Work issued by the Architect pursuant to Paragraph 12.4. The Contract Documents do not include Bidding Documents such as the Advertisement or Invitation to Bid, the instructions to Bidders, sample forms, the Con- tractor's Bid or. portions of Addenda relating to any of these, or any oilier documents, unless specifically enu. merated.in the Owner-Contractor Agreement. 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construc- tion. This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral. The Contract may be amended or modified only bya Modification as defined in Subparagraph 1.1.1. The Contract Documents shall not be construed to create any contractual relationship of any kind between the Ar- chitect and the Contractor, but the Architect shall be entitled to performance of obligations intended for his benefit, and to enforcement thereof. Nothing contained in the Contract Documents shall create any contractual relationship between the Owner or the Architect and any Subcontractor or Sub-subcontractor. 1.1.3 THE WORK The Work comprises the completed construction required by the Contract Documents and includes all labor neces. sary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction. 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part. 1.2 EXECUTION, CORRELATION AND INTENT 1.2.1 The Contract Documents shall be signed in not less than triplicate by the Owner and Contractor. If either the Owner or the Contractor or both do not sign the Condi. tions of the Contract, Drawings, Specifications, or any of the other Contract Documents, the Architect shall iden. tify such Documents. 1.2.2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be per- formed, and correlated his observations with the require. ments of the Contract Documents. 1.2.3 The intent of the Contract Documents is to include all items necessary for the proper' execution and comple. tion of the Work. The Contract Documents are comple. mentary, and what is required by any one shall be as binding as if required by all. Work not covered in the Con- tract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and ab. breviations which have. well-known technical or trade meanings are used in the Contract Documents in accord. ance with such recognized meanings. 1.2.4 The organization of the Specifications into divisions, sections and articles, and the arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 1.3 OWNERSHIP AND USE OF DOCUMENTS 1.3.1 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain his prop. erty. They are to be used only with respect to this Project and are not to be used on any other project. With the exception of one contract set for each party to the Con- tract, such documents are to be returned or suitably accounted for to the Architect on request at the comple- tion of the Work. Submission or distribution to meet offi- cial regulatory requirements or for other purposes in connection with the Project is not to be construed as publication in derogation of the Architect's common law copyright or other reserved rights. ARTICLE 2 ARCHITECT 2.1 DEFINITION 2.1.1 The Architect is the person lawfully licensed to practice arChiteclllro, or an entity lawfully practicing architecture identified as such in the Owner-Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number and masculine In gender. The term Architect means the Architect or his authorized represen la live. 2.2 ADMINISTRATION OF THE CONTRACT 2.2.1 The Architect will provide administration of the Contract as hereinafter described, 2.2.2 The Architect will be the Owner's representative during construction and until final payment is due. The Architect will advise and consult with the Owner. The Owner's instructions to the Contractor shall be forwarded A? AIA AIA4 DNYI'F,. ]ITT ASRIIRICAN?WITUIF OF CONTRACT r 1715 N[w CONSTRUCTION YORR AvINIII, EDITION - ST 1976 A201.1976 5 y ftl+4d 7 ' C ¢kPWr ?yl Wky?6Lr x ?h'fa_,u ?1"a'a ?',Sh J I? MYa,I I7?d' + , NK? 3N f t( 1 ! r # ' ?il' a ? ?' rw 1 J ? J ? 1 ?l IF l t i?l?} I II ? j j I I fiS. I ?? ?I t(fP c'? [ x ? ? 9; f , yr .11 A" ? pp -? t 1 i s a.i 1 ' I .. n.l. ? ,. ?? .....: .... :. .?:.. . ,. a ..?..:: .r_:... r. ., '.....r.. A.. r5 0 p: tie -------------- through the Architect. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by written instrument in accordance with Subparagraph 2.2.18. 2.2.3 The Architect will visit the site at intervals appro- priate to the stage of construction to familiarize himself generally with the progress and quality of the Work and to determine in general if the Work is proceeding in ac- cordance with the Contract Documents. However, the Architect will not be required to make exhaustive or con- tinuous on-site inspections to check the quality or quan- Cityof the Work. On the basis of his on-site observations as an architect, he will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor.. 2.2.4 The Architect will not be responsible for and will not have control or charge of construction means, meth- ods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will not be responsible for the Contractor's failure to carry out the Work in accordance with the Contract Documents. The Architect will not be responsible for or have control or charge over the acts or omissions of the Contractor, Subcontractors, or any of their agents or em- ployees, or any other persons performing any of the Work. 2.2.5 The Architect shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform his functions under The Contract Documents. 2.2.6 Based on the Architect's observations and an evalu- ation of the. Contractor's Applications for Payment, the Architect will determine the amounts owing to the Con- tractor and will issue Certificates for Payment in such amounts, as provided in Paragraph 9.4. 2.2.7 The Architect will be the interpreter of the require- ments of the Contract Documents and the judge of the performance thereunder by bulh the Owner and Con- tractor. 2.2.6 The Architect will render interpretations necessary for the proper execution or progress of the Work, with reasonable promptness and in accordance with any time limit agreed upon. Either party Io the Contract may make written request to the Architect fnr such interpretations. 2.2.9 Claims, disputes and other matters in question be- tween the Contractor and the Owner relating to the exe- cution or progress of the. Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time.. 2.2.10 All Interpretations and decisions of the Architect prova . peel ¢ I em s a no In Ica a approv. shall be consistent with the intent of and reasonably In- an assembly of which the item Is a component. ferable from the Contract Documents and will be in writ- 2.2.15 The Architect will prepare Change Orders in ac- ing or in the form of drawings. In his capacity as inter- cordance with Article 12, and will have authority to order prefer and judge, he will endeavor to secure faithful per- minor changes in the Work as provided in Subparagraph formance by both the Owner and the Contractor, will not 12,4.1. T 6 AIA DOCUMENT Aa01 • CENERA. CONDITIONS Of III[ CONTRACT IOR CONSTRUC710N • 111IRTEENTII EDITION • AUGUST 7976 6 A201.1976 AIA+ • Q M-6 - ME AMERICAN INSTITUTE OF ARCIIITECrs, MS NEW YORK AVENUE, NAV., SVASIIINGTON, D.C. 26006 show partiality to either, and will not be liable for the result of any interpretation or decision rendered in good faith in such capacity. 2.2.11 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 2.2 12 Any claim, dispute or other matter in question between the Contractor and the Owner referred to the Architect, except those relating to artistic effect as pro- vided in Subparagraph 2.2.11 and except those which have been waived by the making or acceptance of final pay- ment as provided in Subparagraphs 9.9.4 and 9.9.5, shall be subject to arbitration upon the written demand of ei- ther party. However, no demand for arbitration of any such claim, dispute or other matter may be made until the earlier of (1) the date on which the Architect has rendered a written decision, or (2) the tenth day after the parties have presented their evidence to the Architect or have been given a reasonable opportunity to do so, if the. Architect has not rendered his written decision by that date. When such a written decision of the Architect states (1) that the decision is final but subject to appeal, and (2) that any demand for arbitration of a claim, dispute or other matter covered by such decision must be made within thirty days after the date on which the parlymak- ing the demand receives the written decision, failure to demand arbitration within said thirty days' period will re- sult in the Architect's decision becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings unless the decision is acceptable to all parties concerned. 2,2.13 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever, in his opinion, he considers it necessary or advisable for the implementation of the intent of the Contract Documents, he will have authority to require special inspection or testing of the Work in accordance with Subparagraph 7.7.2 whether or not such Work be then fabricated, installed or completed. However, neither the Architect's authority to act under this Subparagraph 2.2.13, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any fluty or responsibility of the Architect to the Contractor, any Subcontractor, any of their agents or employees, or any other person performing any of the Work, 2,2.14 The Architect will review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and with the information given in the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay, The Architect's ap- p of 1 s f I CM II no, ' d' t TI of C 2.2.16 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, will receive and forward to the Owner for the Owner's review written warranties and related documents required by the Contract and assembled by the Contrac- tor, and will issuea final Certificate for Payment upon compliance with the requirements of Paragraph 9.9. 2.2.17 If the Owner and Architect agree, the Architect will provide one or more Project Representatives to assist the Architect in carrying out his responsibilities at the site. The duties, responsibilities and limitations of authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract Documents. 2.2.18 The duties, responsibilities and limitations of au- thority of the Architect as the Owner's representative dur- ing construction as set forth in the Contract Documents will not be modified or extended without written con- sent of the Owner, the Contractor and the Architect. 2.2.19 In case of the termination of the employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objec- tion whose status under the Contract Documents shall be that of the former architect. Any dispute in connection with such appointment shall be subject to arbitration. ARTICLE 3 OWNER 3,1 DEFINITION 3.1.1 The Owner is the person or entity identified as such in the Owner-Contractor Agreement and is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender. The term Owner means the Owner or his authorized representative. 3,2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 3.2.1 The Owner shall, at the request of the Contractor, at the time of execution of the Owner-Contractor Agree- ment, furnish to the Contractor reasonable evidence that he has made financial arrangements to fulfill his obliga. tions under the Contract. Unless such reasonable evi- dence is furnished, the Contractor is not required to execute The Osvner-Contractor Agreement or to com- mence the Work. 3.2.2 The Owner shall furnish all surveys describing the physical characteriatlcs, legal limitations and utility loca- tions for the site of the Project, and I legal description of the site. 3.2.3 Except as provided in subparagraph 4.7.1, the Owner shall secure and pay for necessary approvals, ease. ments, assessments and charges required for the construc- tion, use or occupancy of permanent structures or for per. manent changes in existing facilities. 3.2,4 Infomlalion or senores tinder The Owner's control shall be furnished by the Owner with reasonable prompt. ness to avoid delay in the orderly progress of the Work. , 3.2.5 Unless otherwise provided in the Contract Docu- ments, the Contractor will be furnished, free of charge, all copies of Drawings and Specifications reasonably nec- essary for the execution of the Work. 3.2.6 The Owner shall forward all instructions to the Contractor through the Architect. 3.2.7 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Work by Owner or by Separate Contractors, Payments and Completion, and In- surance in Articles 6, 9 and "11 respectively. 3.3 OWNER'S RIGHT TO STOP THE WORK 3.3.1 If the Contractor fails to correct defective Work as required by Paragraph 13.2 or persistently fails to carry out the Work in accordance with the Contract Docu- ments, the Owner, by a written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the Owner to stop the Work shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. 3.4 OWNER'S RIGHT TO CARRY OUT THE WORK 3.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within seven days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, after seven days following receipt by the Contractor of an additional written notice and without prejudice to any other remedy he may have, make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the payments then of thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Archi- tect's additional services made necessary by such default, neglect or failure. Such action by the Owner and the amount charged to the Contractor are both subject to the prior approval of the Architect. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 4,1 DEFINITION ARTICLE 4 CONTRACTOR 4.1.1 The Contractor is the person or entity identified as such in the Owner-Contractor Agreement and is referred in throughout the Contract Documents as if singular in numher and masculine in gender. The tern Contractor means the Contractor or his authorized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare The Contract Documents and shall at once repo" to the Architect any error, inconsistency or omission he may dis. cover. The Contractor shall not he liable to the Owner or Alit nOCUMtNT A101 • GINtRAI. CO Nn IT IONS of rl It CONTRACT MR CONI I RUCI ION • r111RTUN1I I EDITION AUGUST 19,6 AIA• • 0 117F • 1111 AWRICAN INSTITUTI Or ARCIIITECTS, 111, NOW 1()RK AVINUE, N.W., WASHINGTON. D.C. :M1fV, A201-1976 7 Willi i r ?'??` A ra 3 the Architect for any damage resulting from any such errors, inconsistencies or omissions in the Contract Docu- ments, The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely re- sponsible for all construction means, methods, tech- niques, sequences and procedures and for coordinating all portions of the Work under the Contract. 4.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of his employees, Subcontrac- tors and their agents and employees, and other persons performing any of the Work under a contract with the Contractor. 4.3.3 The Contractor shall not be relieved from his obli- gations to perform the Work in accordance with the Contract Documents either by the activities or duties of the Architect in his administration of the Contract, or by inspections, tests or approvals required or performed un- der Paragraph 7.7 by persons other than the Contractor. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or per- manent and whether or not incorporated or to be incor- porated in the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished under this Contract will be new unless otherwise speci- fied,.and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evi- dence as to the kind and quality of materials and equip- ment. This warranty is not limited by the provisions of Paragraph 13.2. 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which arc legally enacted at the time bids are received, whether or not yet effective. 1:] fees, licenses and inspections necessary for the proper execution and completion of the Work which are custom- arily secured after execution of the Contract and which are legally required at the time the bids are received. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful or- ders of any public authority bearing on the performance of the Work. 4.7.3 It is not the responsibility of the Contractor to make certain that the Contract Documents are in accord- ance with applicable laws, statutes, building codes and regulations. If the Contractor observes that any of the Contract Documents are at variance therewith in any re- spect, he shall promptly notify the Architect in writing, and any necessary changes shall be accomplished by ap- propriate Modification. 4.7.4 If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regula- tions, and without such. notice to the Architect, he shall assume full responsibility therefor and shall bear all costs attributable thereto. 4.8 ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by these allowances shall be supplied for such amounts and by such persons as the Owner may direct, but the Contractor will not be required to employ persons against whom he makes a reasonable objection. 4.8.2 Unless otherwise provided in the Contract Docu- ments: .1 these allowances shall cover the cost to the Con- tractor, less any applicable trade discount, of the materials and equipment required by the allowance delivered at the site, and all applicable taxes; .2 the Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, prof- it and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance; .3 whenever the cost is more than or less than the allowance, the Contract Sum shall be adjusted ac- cordingly by Change Order, the amount of which will recognize changes, if any, in handling costs on the site, labor, installation costs, overhead, profit and other expenses. 4.9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent superin- lendent and necessary assistants who shall be in attend- ance at the Project site during the progress of the Work. The superintendent shall represent the Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor. Important commu- nications shall he confirmed in writing. Other communl- calion, shall be so confirmed on written request in each Case. 4.7 PERMITS, FEES AND NOTICES 4,10 PROGRESS SCHEDULE 4.7,1 Unless otherwise provided in the Contract Docu- 4.10.1 The Contractor, immediately after being awarded rnents, the Contractor shall secure and pay for the build. the Contract, shall prepare and submit for the Owner's Ing permit and for all other permits and governmental and Architect's information an estimated progress sched- All DOCUMINT Al I , f,INLRAL CONDITIONS Of THE CONTRACT IOR CONSIRUC71ON • II IIRTIEN711 EDITION . AUGUST 1976 8 A201.1976 AIAI • S 1975 . 1111 AMERICAN INSTo UIE Of ARC1401CM 1711 NTSV NORK AViNUL. N.W, wASN1NGTON, D.C. 2000(, ' kc1;l Pit ILL L'?J Js ule for the Work. The progress schedule shall be related to the entire Project to the extent required by the Con- tract Documents, and shall provide for expeditious and practicable execution of the Work. 4.11 DOCUMENTS AND SAMPLES AT THE SITE 4.11.1 The Contractor shall maintain at the site for the Owner one record copy of ail Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Architect and shall be delivered to him for the Owner upon completion of the Work. 4.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 4.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work. 4.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 4.12.4 The Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay. in the Work or in the work of the Owner or any separate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents. 4.12.5 By approving and submitting Shop Drawings, Product Data and Samples, the Contractor represents that he has determined and verified all materials, field meas- urements, and field construction criteria related thereto, or will do so, and that he has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Docu. ments. 4.12.6 'The Contractor shall not be relieved of responsi- bility for any deviation from the requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data or Samples under Subparagraph 2.2.14 unless the Contractor has specifically informed the Architect in writing of such deviation at the lime of sub- mission and the Architect has given written approval m the specific deviation, The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's approval thereof. 4.12.7 The Contactor shall direct specific attention, fn writing or on realhnlillerl Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect on previous submittals. 4.12.8 No portion of the Work requiring submission of a Shop Drawing, Product Data or Sample shall be com. menced until the submittal has been approved by the Architect as provided in Subparagraph 2.2.14. All such l I portions of the Work shall be in accordance with ap- proved submittals. 4.13 USE OF SITE 4.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encum- ber the site with any materials or equipment. 4.14 CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properly. 4.14.2 The Contractor shall not damage or endanger any portion of the Work or the work of the Owner or any separate contractors by cutting, patching or otherwise altering any work, or by excavation. The Contractor shall not cut or otherwise alter the work of the Owner or any separate contractor except with the written consent of the Owner and of such separate contractor. The Contractor shall not unreasonably withhold from the Owner or any separate contractor his consent to cutting or otherwise altering the Work. 4.15 CLEANING UP 4.11111 The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construc- tion equipment, machinery and surplus materials. 4,112 If the Contractor fails to clean up at the comple- tion of the Work, the Owner may do so as provided in Paragraph 3.4 and the cost thereof shall be charged to the Contractor. 4.16 COMMUNICATIONS 4.16 *1 The Contractor shall forward all communications to the Owner through the Architect 4,17 ROYALTIES AND PATENTS 4,17.1 The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has rea- son to believe that the design, process or product speci- fied is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Architect. 4.10 INDEMNIFICATION 4.18.1 To the fullest extent permitted by law, the Con- tractor shall indemnify and hold harmless the Owner and the Architect and their agents and employees from and .against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or result- ing from the performance of the Work, provided that any such claim, damage, loss or expense (1) Is attributable to bodily injury, sickness, disease or death, or to Injury Io or destruction of. tangible property (other than the Work itself) including the loss of use resulting therefrom, AIA DOCUAII NI Ana • GINIRAI CONOMONS Or Fair CONTRACI IOM (ONSIRUCIION • INIRItLNill I.DIIION • AUGUST 1976 AI A• • 9 WfY • IIIL AA1(RICAN INSIIIUIL Of ARC1117LCi1, 1,15 Nrw YORK AVi NUI, Nw, wA%o1Nr',T0N, D,C. maw A201.1976 9 ( - A 1 Lq 1 W q {" J i You. '. !'_ C 'f y l u r , ( t ,47 s i u p ? r I r it r s s ? of a? I?; I 1 I LS r i' ' i ,. r -I,?S I I ) 1 1 r I 4 `1J and (2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to ne- gate, abridge, or otherwise reduce any other right or obli- gation of indemnity which would otherwise exist as to any party or person described in this Paragraph 4.18. 4.18.2 In any, and all claims against the Owner or the Architect or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnifi- cation obligation under this Paragraph 4.18 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 4.18.3 The obligations of the Contractor under this Para- graph 4.18 shall not extend to the liability of the Archi- tect, his agents or employees, arising out of (1) the prepa- ration or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. ARTICLE 5 SUBCONTRACTORS 5.1 DEFINITION 5.1.1 A Subcontractor is a person or entity who has a di- rect contract with the Contractor to perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender and means a Subcontractor or his authorized representative. The term Subcontractor does not include any separate contractor or his subcon- tractors. 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to per- form any of the Work at the site. The term Sub-subcon- tractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Sub-subcontractor or an authorized representa- tive thereof. S.2 AWARD Or SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 0 such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with any such proposed person or entity to whom the Owner or the Architect has made reasonable objection under the provi- sions of Subparagraph 5.2.1. The Contractor shall not be required to contract with anyone to whom he has a rea- sonable objection. 5.2.3 If the Owner or the Architect has reasonable objec- tion to any such proposed person or entity, the Contrac- tor shall submit a substitute to whom the Owner or the Architect has no reasonable objection, and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed for any such substitu- tion unless the Contractor has acted promptly and re- sponsively in submitting names as required by Subpara- graph 5.2.1. 5.2.4 The Contractor shall make no substitution for any Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By an appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be per- formed by the Subcontractor, to be bound to the Con- tractor by the terms of the Contract Documents, and to as- sume toward the Contractor all the obligations and re- sponsibilities which the Contractor, by these Documents, assumes toward the Owner and the Architect. Said agree- merit shall preserve and protect the rights of the owner and the Architect under the Contract Documents with re- spect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifi- cally provided otherwise in the Contractor-Subcontractor agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by these Docu- ments, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreemems with his Sub-subcontractors. The Con- tractor shall make available to each proposed. Subcon- tractor, prior to the execution of the Subcontract; copies of the Contract Documents to which the Subcontractor will be bound by this Paragraph 5.3, and identify to the Subcontractor any terms and conditions of the proposed Subcontract which may be at variance with the Contract Documents. Each Subcontractor shall similarly make cop- ies of such Documents available to his Sub-subcontractors, S.2.1 Unless otherwise required by the Contract Docu- ments or the Bidding Documents, the Contractor, as soon ARTICLE 6 as practicable after the award of the Contract, shall fur. nish lo-1he Owner and the Architect in writing the names WORK BY OWNER OR BY of the persons or entities (including those who are to fur- SEPARATE CONTRACTORS nish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. PERFORM WORK AND 61 OWNER'S RIGHT TO TO The Architect will promptly reply to the Contractor In SEPARATE CONTRACTS TO AWARD writing staling whether or not the Owner or the Architect, 6.1.1 The Owner reserves the right to perform work re- after due investigation, has reasonable objection to any rated to the Project with his own forces, and to award -_?--- AIR T1000MENT A201 • CENTRAL CONDITIONS Or III[ CONTRACT IOR CONSTRUCTION . 1111RTEENTII EDITION - AUGUST 1976 10 A201-1976 AIAR • 0 1976 • THE MSERICAN INSTITUTE Or ARCIIIIECTS, 1735 NESV YORK AVENUE. NM,, SVAVIINCION, D.C. 20006 `,1 El separate contracts in connection with other portions of the Project or other work on the site under these or similar Conditions of the Contract. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, he shall make such claim as pro- vided elsewhere in the Contract Documents. 6.1.2 When separate contracts are awarded for different portions of the Projector other work on the site, the term Contractor in the Contract Documents in each case shall mean the Contractor who executes each separate Owner- Contractor Agreement. 6.1.3 The Owner will provide for the coordination of the work of his own forces and of each separate contractor with the Work of the Contractor, who shall cooperate therewith as provided in Paragraph 6.2. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his Work with theirs as required by the Contract Docu- ments. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of the Owner or any separate contractor, the Contractor shall, prior to proceeding with the work, promptly report to the Archi- tect any apparent discrepancies or defects in such other work that render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acceptance of the Owner's or separate con- tractors' work as fit and proper to receive his Work, ex- cept as to defects which may subsequently become appar- rent in such work by others. 6.2.3 Any costs caused by defective or ill-timed work shall be borne by the party responsible therefor. 6.2.4 Should the Contractor wrongfully cause damage to the work or property of the Owner, or to other work on the site, the Contractor shall promptly remedy such dam. age as provided in Subparagraph 10.2.5. 6.2.5 Should the Contractor wrongfully cause damage to the work or property of any separate contractor, the Con. tractor shall upon clue notice promptly attempt to settle with such other contractor by agreement, or otherwise to resolve the dispute. If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor who shall defend such proceedings at the Owner's ex- pense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred. '7 and charge the cost thereof to the contractors responsible therefor as the Architect shall determine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 GOVERNING LAW 7.1.1 The'Contract shall be governed by the law of the place where the Project is located. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The Owner and the Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto and to the partners, successors, assigns and legal representatives of such other party with re- spect to all covenants, agreements and obligations con- tained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. 7.3 WRITTEN NOTICE 7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or. member of the firm or entity or to an officer of the corporation for whom it was intended, or if delivered at or sent by regis- tered or certified mail to the last business address known to him who gives the notice. 7.4 CLAIMS FOR DAMAGES 7.4.1 Should either party to the Contract suffer injury or damage to person or property because of any act oromis- sion of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage. 7.5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.5.1 The Owner shall have the right to require the Con- tractor to furnish bonds covering the faithful performance of the Contract and the payment of all obligations arising thereunder if and as required in the Bidding Documents or in the Contract Documents. 7,6 RIGHTS AND REMEDIES 7.6.1 The duties and obligations imposed by the Contract Documents and the rights and remedies available there. under shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise Im. posed or available by law. 762 No action or f 'I 1 f h al Fire o act >y I e Owner, Architect 6.3 OWNER'S RIGHT TO CLEAN UP or Contractor shall constitute a waiver of any right or duly afforded any of them under the Contract, nor shall any 6.3.1 If a dispute arises between the Contractor and sepa. such action or failure to act constitute an approval of or rate contractors as to their responsibility for cleaning up acquiescence In any breach thereunder, except as may be as required by Paragraph 4.15, the Owner may clean up specifically agreed In writing. AIA DOCUMENT ANT • GENERAL CONDITIONS Or TFIE CONTRACT FOR CONSTRUCTION • THIRTEENTH EmtION • AUGUST 1776 AIAQ • y 1976 • TILT AWRICAN INSTITUTE Of ARCHITECTS, 1715 11W YORK AVENUE, N,SV., wASIIINGTON, D.C. 711006 A201-1776 11 ??' t r 4?'_f9m4fCk?tl'l?'MX?3°?!$05"1.«aWlC.l 3?F?ih'Gm +? r a°ab+??-;t? rplf?t ?1ylfj ?? ,i" .f" Ia'f??t? ?'?" S 1 5 ?; r l -:r, t T r' 1 1 "'. 1 T' i, ln {tiv 1 r I , t t r 1+ S ls,. I i t {? 1 1i r . . r y,i f t 4 ??.} ! f Y Zle S 1 ??? .}} n 1 T l }1 ' I ( (. ???!u? C 7,7 TESTS 7.7.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or approvals con- ducted by public authorities. Unless otherwise provided, the Owner shall bear all costs of other inspections, tests or approvals. 7.7.2 If the Architect determines that any Work requires special inspection, testing, or approval which Subpara- graph 7.7.1. does not include, he will, upon written au- thorization from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Contractor shall give notice as provided in Subparagraph 7.7.1. If such special inspection or testing reveals a failure of the Work to comply with the requirements of the Con- tract Documents, the Contractor shall bear all costs (here- of, including compensation for the Architect's additional services made necessary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.7.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by. him to the Architect. 7.7.4 If the Architect is to observe the inspections, tests or approvals required by the Contract Documents, he will do so promptly and, where practicable, at the source of supply. 7,8 INTEREST 7.0.1 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing at the place of the Project. 7,9 ARBITRATION 7.9.1 All claims, disputes and other matters in question between the Contractor and the Owner arising out of, or relating to, the Contract Documents or the breach there- of, except as provided in Subparagraph 2.2.11 with re- spect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9,9.4 and 9.9.5, shall be de- cided by arbitration in accordance with the Consuuclion Industry . Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to the Contract Documents shall include, by consolida- tion, joinder or in any other manner, the Architect, his employees or consultants except by written consent con- laining a specific reference to the Owner-Contractor Agreement and signed by the Architect, the Owner, The Contractor and any other person sought to be joined. No arbitration shall include by consolidation, joinder or in any other manner, parties other than the Owner, IIIe Contractor and any other persons substantially involved in a common question of fact or law, whose presence Is C required if complete relief is to be accorded in the arbi- tration. No person other than the Owner or Contractor shall be included as an original third party or additional third party to an arbitration whose interest or responsi- bility is insubstantial. Any consent to arbitration involving an additional person or persons shall not constitute con- sent to arbitration of any dispute not described therein or with any person not named or described therein. The foregoing agreement to arbitrate and any other agreement to arbitrate with an additional person or persons duly consented to by the parties to the Owner-Contractor Agreement shall be specifically enforceable under the prevailing arbitration law. The award rendered by the arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.9.2 Notice of the demand for arbitration shall be filed in writing with the other party. to the Owner-Contractor Agreement and with the American Arbitration Associa- tion, and a copy shall be filed with the Architect. The demand for arbitration shall be made within the time limits specified in Subparagraph 2.2.12 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after the date when institu- tion of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 7.9.3 Unless otherwise agreed in writing, the Contractor shall carry on the Work and maintain its progress during any arbitration proceedings, and the Owner shall con- tinue to make payments to the Contractor in accordance with the Contract Documents. ARTICLE 8 TIME 8,1 DEFINITIONS 8.1.1 Unless otherwise provided, the Contract Time is the period of time allotted in the Contract Documents for Substantial Completion of the Work as defined in Sub- paragraph 8.1.3, including authorized adjustments thereto. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notice to proceed, it shall be the date of the Owner-Contractor Agreement or such other date as may be established therein. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner can occupy or utilize the Work or designated portion thereof for the use for which it is intended. 8.1.4 The term day as used in the Contract Documents shall mean calendar day unless otherwise specifically designated. 8,2 PROGRESS AND COMPLETION 0.2.1 All time limits staler) in the Contract Documents are of the essence of the Contract. T AIA 0 CUMTNT AFEI • CENTRAL COMMONS Of ME CONTRACT FOR CONSTRUCTION • TIIIRTrENTII COITION • AIIGIIST 1976 12 A201.1976 AIA• • T, I11N. • Tilt AAIERIiAN IWITU1E Of ARCIIIIECIS, 1711 NrV YORK AVENUE, NW.. WASIIINGTON, mc. 7M I 1 4t>mSl l U t SY s. U 91t L54 ,f YiL 1HC1Y,' 'hrrvrEgeW 4 WAilL,A YI ' RE I YI?" ?'? I r aT ; , d' * k . 1 + '.?ti tiKilM ,'1 r r J ' ?,?q1 - { 1 ' " I 1 i Llry A l + ' , . JI,' L( 1 1 { r 1 1 I :( Vf > 5 TY 1 ` i ?t t1 ? I I 1 1 1 r r` t , , 1 r ' t ? ? r 112 .1 J f I !1 t - ,. .f I 1. r1 1 ?1 ter , LzJ 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 If the Contractor is delayed at any time in the prog- ress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, adverse weather condi- tions not reasonably anticipatable, unavoidable casualties, or any causes beyond the Contractor's control, or by de- lay authorized by the Owner pending arbitration, or by any other cause which the Architect determines may justify the delay, then the Contract Time shall be ex- tended by Change order for such reasonable time as the Architect may determine. 8.3.2 Any claim for extension of time shall be made in writing to the Architect not more than twenty days after the commencement of the delay; otherwise it shall be waived.. In the case of a continuing delay only one claim is necessary. The Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work. 8.3.3. If no agreement is made stating the dates upon which interpretations as provided in Subparagraph 2.2.8 shall be furnished, then no claim for delay shall be al- lowed on account of failure to furnish such interprela- Flows until fifteen days after written request is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other provi- sions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION 9,1 CONTRACT SUM M by such data substantiating the Contractor's right to pay- ment as the owner or the Architect may require, and re- flecting retainage, if any, as provided elsewhere in the Contract Documents, 9.3.2 Unless otherwise provided in the Contract Docu- meats, payments will be made on account of materials or equipment not incorporated in the Work but delivered and suitably stored at the site and, if approved in ad- vance by the owner, payments may similarly be made for materials or equipment suitably stored at some other location agreed upon in writing. Payments for materials or equipment stored on or off the site shall be con- ditioned -upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owner to establish the Owner's title to such materials or equip- ment or otherwise protect the owner's interest, including applicable insurance and transportation to (lie site for those materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work, materials and equipment covered by an Application for Payment will pass to the Owner either by incorporation in the construction or upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances, herein- after referred to in this Article 9 as "liens"; and that no Work, materials or equipment covered by. an Application for Payment will have been acquired by the Contractor, or by any other person performing Work at the site or furnishing materials and equipment for the Project, sub- ject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or other- wise imposed by ilia Contractor or such other person. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after the re- ceipt of the Contractor's Application for Payment, either issue a Certificate for Payment to the Owner, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor in writing his reasons for withholding a Certificate as pro- vided in Subparagraph 9.6.1, 9.1.1 The Contract Sum is slated in the Owner-Contractor 9.4.2 The issuance of a Certificate for Payment will con- Agreement and, including authorized adjustments thereto, stitute a representation by the Architect to the Owner, is the total amount payable by the Owner to the Contrac- based on his observations at the site as provided in Sub- lot for the performance of the Work under the Contract paragraph 2.2.3 and the data comprising the Application Documents. for Payment, that Iho Work has progressed to the point indicated; that, to the best of his knowledge, Information 9,2 SCHEDULE OF VALUES and belief, the quality of the Work is in accordance with 9.2.1 Before the first Application for Payment, the Con• the Contract Documents (subject to an evaluation of the tractor shall submit to the Architect a schedule of values Work for conformance with the Contract Documents allocated to ilia various portions of the Work, prepared in upon Substantial Completion, to the results of any subse. such form and supported by such darn to substantiate its quenl tests required by or performed under the Contract accuracy as the Architect may require. This schedule, un• Documents, in minor deviations from the Contract Docu- °'yy less objected In by the Architect, shill be used only as a menus correctable prior to completion, and to any specific y'I Q basis for the Crnuractnr's Appllcaunns (or Paymeni. qualifications stated in his Certificate); and that the Con- tractor n entitled to payment in ilia amount certified, ?• 9.3 APPLICATIONS FOR PAYMENT I lowever, by issuing a Certificate for Payment, the Archl• Y I,?ph}y 9.3.1 At least ten days before Ili(! data for each progress sect shall not thereby be deemed to represent that he has Payment established in the Owner-Contractor Agreement, made exhaustive or. continuous on-site inspections to the Contractor shall submit to tlie .Architect an itemized check the quality or quantity of the Work or that he has Application (or Payment, notarized if required, supported reviewed Iho construction means, methods, techniques, AIA nOCUMLNT ASR! • CINIRAI coNoninss nl 111t CONIRACI FOR (tlYSlRUC. rIfIN • IIIIRIrrNrll LIANON • AIJGUST 19-6 A'AA •'1' I'1:6 • Ills AMfRIVAN 111lmlu: III ARI:IIIIIG.t1, IJ.Ii NII%' IORx A1'r NIJI, .Y.w., WA0111GION, 1).C. m" A201.1976 13 Y, I.w r umxl i j! ? f, q ? d I IJ r 1{, I 1 i ? z J r.tif s ?J 71 1 I ? i I P: . 11 17 si?l tjytld?,' ?s.,: I 11' I I w ? fr' k ?. bk rxi I 5 i ! ? tt I r?3 l. n? t y?rs i .,1 I Ir a t ? f3Tl., ,','r S?py?7 1 d?. t J I •f?f,n?(Mjq1. y. ! + w t i ?1 n ?.i 1 I .'a s . ?°dt .1. !I? ,t r} 1 L V I ?'y, . 5 \ ! ,I ll I,. T ? r7"a , ?jal es a?, 1. . sequences or procedures, or that he has made any exam- .4 reasonable evidence that the Work canno• be com- ination to ascertain how or for what purpose the Contrac- pleted for the unpaid balance of the Contract Sum for has used the moneys previously paid on account of , .5 damage to the Owner or another contractor the Contract Sum. , .6 reasonable evidence that the Work will not be com- 9.5 PROGRESS PAYMENTS pleted within the Contract Time, or 9.5.1 After the Architect has issued a Certificate for Pay- .7 persistent failure to carry out the Work in accord- ante with the Contract Documents .men[, the Owner shall make payment in the manner and . within the time provided in the Contract Documents, 9.6.2 When the above grounds in Subparagraph 9.6.1 are removed, payment shall be made for amounts withheld 9.5.2. The Contractor shall promptly pay each Subcon- because of them. tractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such 97 FAILURE OF PAYMENT Subcontractor's Work, the amount to which said Subcon- 9.7.1 If the Architect does not issue a Certificate for tractor is entitled, reflecting the percentage actually re- Payment, through no fault of the. Contractor, within seven - tained, if any, from payments to the Contractor on ac- days after receipt of the Contractor's Application for Pay- count of such Subcontractor's Work. The Contractor shall, ment, or if the Owner does not pay the Contractor within by an appropriate agreement with each Subcontractor, re- seven days after the date established in the Contract quire each Subcontractor to make payments to his Sub- Documents any amount certified by the Architector subcontractors in similar manner. awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner and 9.5.3 The Architect may, on request and at his discretion, the Architect, stop the Work until payment of the amount " furnish to any Subcontractor, if practicable,. information owing has been received. The Contract Sum shall be in- - regarding the percentages of completion or the amounts creased by the amount of the Contractor's reasonable applied for by the Contractor and the action taken there- costs of shut-down, delay and start-up, which shall be of- -' on by the Architect on account of Work done by such fected by appropriate Change Order in accordance with . Subcontractor. Paragraph 12.3. -9.5.4 Neither the Owner nor the Architect shall have any 9.8 SUBSTANTIAL COMPLETION obligation to pay or to see to the payment of any moneys 9.8.1 When the Contractor considers that the Work, or to any Subcontractor except as may otherwise be required a designated portion thereof which is acceptable to the by law.. Owner, is substantially complete as defined in Subpara- 9.5.5 No Certificate for a progress payment, nor any graph 8.1.3, the Contractor shall. prepare for submission to the Architect a list of items to be completed or cor- progress payment, nor any partial or entire use or occu- rected. The failure to include any items on such list does panty of the Project by the Owner, shall constitute an not alter the responsibility of the Contractor to complete acceptance of any Work not in accordance with the Con- all Work in accordance with the Contract Documents tract Documents, . When life Architect on the basis of an inspection deter 9.6 PAYMENTS WITH FIELD. mines that the Work or designated portion thereof is sub. 9.6.1 The Architect may decline to certify payment and stantia Ily complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of may withhold his Certificate in whole or in part, to the Substantial Completion, shall state the responsibilities of extent necessary reasonably to protect the Owner, if in hi i h the Owner and the Contractor for security, maintenance, s opin on e is unable to make representations to the heat, utilities, damage to the Work, and insurance and Owner as provided in Subparagraph 9,4.2. If the Architect , shall fix the time within which [he Contractor shall com- is unable to make representations to the Owner as pro- vided in Subparagraph 94.2 and to certify payment in the pleb the items listed therein. Warranties required by the D C y amaunl of the Application, he will notify the Contractor ontract ocuments shall commence on the Date of Sub- sta ntial Completion of the Work or designated portion as provided in Subparagraph 94,1: If the Contractor and thereof unless otherwise provided in the Certificate of the Architect cannot agree on a revised amount, the Substantial Completion. The Certificate of Substantial Architect will promptly issue a Certificate for Payment Completion shall be submiued to the Owner and the for life amount for which he is able to make such top. Contractor for their written acceptance of the responsf- rtsenWtinns to the Owner. The Architect may also decline bilitics assigned to [hem in such Certificate In certify payment or, because of subsequently discov- . 1, e erect evidence or subsequent observa lions, he may nullify 9.11.2 Upon Substantial Completion of the Work or desig- f < rile whole or any part of any Certificate for Payment naled portion Ihereaf and upon application by the. Con- previously issued, m such extent as may be necessary in Iracnr and certification by the Architect, the Owner shall his opinion Io pmlecl the Owner from loss because of: make payment, reflecting adjustment in relainage, if any, .1 defective Work not remedied, for such Work or portion flip, rent, as provided In the Con- 1s1i f .2 third party rlaims filed or reasonable evidence indl• tract Dncumanls. rating pmbable filing of such claims, 9.9 FINAL COMPLETION AND FINAL PAYMENT .3 failure of the Conlractnr to make payments prop. 9.9.1 Upon receipt of written notice that the Work Is M' n erh• In Subcontractors or for labor, materials or ready (or final Inspection and acceptance and upon re- 11 `• ?114j equipment, 7 ceipl of a final Application for Payment, the Architect will AIA DOC VAl14T Alal • in (;I N1 NAL Cn\ IW11 W lrlt C r.r InR CONSIRUCHON • IIIIRI[CNI II EDITION • AUGUST 1976 14 A2B 1-1`176 AI\• ? ?I'1:/. • r ill 1WslrR lrA41\t Cl ri0 ll l' nr ARrHIlllT1 ClS, oils N1v \'nRK WNW. NW, \\'A\IIINarnN, nC. 70NxrL I + 1 J i, ?1? u ,p? J Ik' ?? I 1 cry ?t Jay. Y!} ?h??? V 1 ,.1 H. 'S .?'I ss?I Tr?? 1 r r a t '? A: L P u ? Y 1? t a. I 1 ) r F l 1? r'HC ? to f I I1? i 1 ;'?i'? L ? b ? ? ?S i P I - l I i `Vdr 1 I T \ ? • r st , y ? ? 1' I ?tl ??w 1 I ' ? 1) Y A t A Ipl?,?}t {?M111 11` r A+ f' n I 7 ? I a u i ac t - 1 ct 1YN ..r l . V + l,j r r 1 r k r ; f ' b ,' ti i? r l II r 1 ?u + .i,Y ? 1 i t I I l irs fln,i r ,(.j I , r;'. C: I •Li M promptly make such inspection and, when he finds the Work. acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been com- pleted in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. The Architect's final Certificate for Payment will constitute a further representation that the conditions precedent to the Contractors being entitled to final payment as set forth in Subparagraph 9.9.2 have been fulfilled. 9.9.2 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his properly might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such obliga- tions,such as receipts, releases and waivers of liens aris- ing out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all mon- eys that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' fees. 9.9.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by the issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon applicaticn by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that part ion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or cor- rected is less than the retainage stipulated in the Contract Documents, and if bonds have been furnished as provided in Paragraph 7.5, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that II shall no constitute a waiver of claims. 99.4 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: .1 unsettled (lens, .2 faulty. or defective Work appearing after Substantial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special warraniles required by the Contract Documents. A6 9.9.5 The acceptance of final payment shall constitute a waiver of all claims by the Contractor except those previ- ously made in writing and identified by the Contractor as unsettled at the time of the final Application for Pay- ment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10.1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safely precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY - 10.2.1 The Contractor shall take all reasonable precau- tions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to: .1 all employees on the Work and all other persons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub-subcontractors; and .3 other property at the site or adjacent thereto, in- cluding trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction, 10.2.2 The Contractor shall.give all notices and.comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or loss. 10.2.3 The Contractor shall erect and maintain, as re- quired by existing conditions and progress of the Work, all reasonable safeguards for safety and protection, in- cluding posting clanger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. 10.2.4 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the ulmost care and shall carry on such activities under the supervision of properly qualifier] personnel. - 10.2.5 The Contraclor strait promptly remedy all damage or loss (other than damage or loss insured under Para- graph 11.3) to any property referred to In Clauses 10.2,1.2 and 10.2.1.3 caused in whole or in part by the Contractor, any Subcontractor, any Sub-subcontractor, or anyone Ell- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable and for which the Contractor is responsible under Clauses 10.2.1.2 and 10.2.1.3, except damage or loss attributable to the acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contrac- tor, The foregoing obligations of the Contractor are In addition to his obligations under Paragraph 4.10, AIA nOCUMENTA7M1 • Gr Nt RAJ. CONOMONSOr 111E CONTRACTIOR CONSIRUCrION • TIn RTE[NTI1 tOITION • AUGUST 1978 ?- AIAR • p 191E .Tilt AAIIRICAN INSTITUTE Of ARCIIITECIS, 1731 NEW YORK AVENUE, N,W., WASIIINGtON, o.c. x=6 A201.1976 15 rn 10.2.6 The Contractor shall designate a responsible mem- ber of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contrac- tor's superintendent unless otherwise designated by the Contractor in writing to the Owner and the Architect. 10,2.7 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1. In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Con- tractor on account of emergency work shall be deter- mined as provided in Article 12 for Changes in the Work. ARTICLE 11 INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of. or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable: .1 claims under workers' or workmen's compensation, disability benefit and other similar employee bene- fit acts; .2 claims for damages because of bodily injury, oc- cupational sickness or disease, or death of his employees; .3 claims for damages because of bodily injury, sick- ness or disease, or death of any person other than his employees; .4 claims for damages insured by usual personal in- jury liability coverage which are sustained (1) by any person as a result of an offense directly or in- directly related to the employment of such person by the Contractor, or (2) by any other person; .5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and .6 claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle, 11.1.2 The insurance required by Subparagraph 11.1 shall be written for not less than any limits of liability specified in the Contract Documents, or required by la W, which- ever is greater. 11.1.3 The Insurance required by Subparagraph 11.1,1 shall include contractual liability Insurance applicable to the Contractors obligations under Paragraph 4.18. 11.1.4 Certificates of Insurance acceptable to the owner shall be filed with the Owner prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be can- celled until at least thirty days' prior written notice has been given to the owner. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect him against claims which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This insurance shall include the interests of the owner, the. Contractor, Subcontractors and Sub-subcontractors in the Work and shall insure against the perils of fire and ex- tended coverage and shall include "all risk" insurance for physical loss or damage including, without duplication of coverage, theft, vandalism and malicious mischief. If the Owner does not intend to purchase such insurance for the full insurable value of the entire Work, he shall in- form the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of himself, his Subcontrac- tors and the Sub-subcontractors in the Work, and by ap- propriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insurance and to so notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. If not cov- ered under the all risk insurance or otherwise provided in the Contract Documents, the Contractor shall effect and maintain similar property insurance on portions of the Work stored off the site or in transit when such por- tions of the Work are to be included in an Application for Payment under Subparagraph 9.3.2. 1113.2 The Owner shall purchase and maintain such boiler and machinery insurance as may be required by the Con- tract Documents or by law. This Insurance shall Include the interests of the Owner, the Contractor, Subcontrac- tors and Sub-subcontractors in the Work. 11.3.3 Any loss insured under Subparagraph 11.3.1 is to be adjusted with the owner and made payable to the Owner as trustee for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 113.8. The Con- tractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor, and by ap- propriate agreement, written where legally required for validity, shall require each Subcontractor to make pay- ments to his Sub-subcontractors in similar manner. 11.3.4 The Owner shall file a copy Of all policies with the Contractor before an exposure to loss may occur. 11.3.5 If the Contractor requests In writing that Insurance for risks other than those described in Subparagraphs 11.11 and 11.3.2 or other special hazards be included In the properly insurance policy, the Owner shall, if pos- sible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change order. AIA DOCUMtNT A7R1 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • TIIIRIUNTII EDITION • AUGUST 1976 16 A201.1976 AIAR • 0 1976 • TIIE AMMCAN INSTITUIE OF ARCIIITECTS, 1715 NEW YORK AVENUE, N.W., WASHINGTON, D.G. 2MI r«, i.Y 11.3.6 The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub-subcontractors, agents and employees each of the other, and (2) the Architect and separate contractors, if any, and their sub- contractors, sub-subcon tractors, agents and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 11.3 or any other property insurance applicable to the Work, except such rights as they may have to the pro- ceeds of such insurance held by the Owner as trustee. The foregoing waiver afforded the Architect, his agents and employees shall not extend to the liability imposed by Subparagraph 4.18.3. The owner or the Contractor, as appropriate, shall require of the Architect, separate con- tractors, Subcontractors and Sub-subcontractors by ap- propriate agreements, written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.6. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in int 0 ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 A Change Order is a written order to the Contrac- tor signed by the Owner and the Architect, issued after execution of the Contract, authorizing a change in the Work or an adjustment in the Contract Sum or the Con. tract Time. The Contract Sum and the Contract Time may be changed only by Change Order. A Change order signed by the Contractor indicates. his agreement there. with, including the adjustment in the Contract Sum or the Contract Time. 12.1.2 The Owner, without invalidating the Contract, may order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Docu- ments. erest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7 9 If after 12.1.3 The cost or credit to the Owner resulting from a change in the Work shall be determined in one or more . . such loss no other special agreement is made, replace- ment of damaged work shall be covered by an ap ro ri. of the following ways: .1 by mutual acceptance of a lump sum properl p p ate Change Order. y itemized and supported by sufficient substantiating data to permit evaluation; 11.3.8 The Owner as trustee shall have power to adjust .2 by unit prices stated in the Contract Documents or and settle any loss with the insurers unless one of the Parties in interest shall object in writing within five days after the occurr f l ' subsequently agreed upon; .3 by cost to be determined in a manner agreed upon by the a ti d ence o oss to the Owner s exercise of this p r es an a mutually acceptable fixed or power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.9. The Owner as trustee percentage fee; or .4 by the method provided in Subparagraph 12.1 4 shall, in that case, make settlement with the insurers in accordance with the directions of such arbitrators If dis- . . 12,1,4 If none of the methods set forth in Clauses . gib'Iu red, bitrators will direct such ti Ihefathe insurance proceeds arbbutiioln is re- 12.1.31, 12.1.3: or 12.1.3.3 is agreed upon, the Contrac. tor, provided he receives a written order signed by the Owner, shall promptly proceed with the Work involved 11.3.9 If the Owner finds it necessary to occupy or use a p o rt on or o ti f h u se a . The cost of such Work shall then be determined by the Architect on the basis of the re bl r t prior to Substantial Com- ons such o ereof, p p t in th e Work occupancy prio use shall not com- o al asona e expenditures and savings of those performing the Work attributable to the meti e prior to a time mutually agreed to the Owner and Contractor and to which the Insurance company or and or change, including, In the case of an increase In the Con- tract Sum, a reasonable allowance for overhead and profit. com Coles the p es providing property insurance have con- sented. by endorsement to the policy or policies This i In such case, and also under Clauses 12.1.3.3 and 12.1.3,4 above, the Contractor shall keep and present In such . n- . surance shall not be cancelled or lapsed on account of such occup ancy use.Consent of the Contra a l , form as the Architect may prescribe, an itemized account. ing together with appropriate supporting data for inclu- a nd of lhe Insur nc companies Ctor occupancy or use shall not be unreasonabl i hh ld sion in a Change. Order. Unless otherwise provided In the Contract Documents cost shall be limited t th f l y w t e . , o e o - lowing: cost of materials, Including sales tax and cast of 11.4 LOSS OF USE INSURANCE delivery; cost of labor, Including social security, old age 11.4.1 The Owner, at his option, may , y purchase and main. lain such insurance as will insure him a i t l f and unemployment insurance, and fringe benefits re- quired by agreement or custom; workers' or workmen's ga ns oss o use of his property due to fire or other hazards, however compensation Insurance; bond premiums; rental value of equipment and machiner ; and th ddi caused. The Owner waives all rights of action against the Contractor for loss of use of his property Includin con- y e a tional costs of supervision and field office personnel directly attributable t h h , g sequential losses due to fire or other hazards however caused to the extent cove d b I o t e c ange. Pending final determination of cost to the, Owner, payments on account shall be made on the Archl- , re y nsurance under this Paragraph 11 4 tect's Certificate for Payment. The amount of credit to be . . allowed by the Contractor to the owner for any deletion AIA OCINY CONS RUCT AIAO -l0 193 • GENERAL OF ARCHITECT. 101 5 NEWTYO KIOAVENUE, N.W. TrWAfnl INGTON. D.C. MOM A201.1976 17 1976 F 4 r.1 Lui or change which results in a net decrease in the Contract Sum will be the amount of the actual net cost as con- firmed by the Architect. When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change. 12.1.5 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if the quantities orig- inally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will cause substantial in- equity to the Owner or the Contractor, the applicable unit prices shall be equitably adjusted. 12.2 CONCEALED CONDITIONS 12.2.1 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordi- narily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Contract Sum shall be equitably ad- justed by Change Order upon claim by either party made within twenty days after the first observance of the conditions. 12.3 CLAIMS FOR ADDITIONAL COST 12.3.1 If the Contractor wishes to make a claim for an increase in the Contract Sum, he shall give the Architect written notice thereof within twenty days after the occur- rence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work excel in a e d U The Contractor shall carry out such written orders promptly. ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13.1 UNCOVERING OF WORK 13.1.1 If any portion of the Work should be covered con- trary to the request of the Architect or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered for his observation and shall be replaced at the Contractor's expense. 13.1.2 If any other portion of the Work has been covered which the Architect has not specifically requested to ob- serve prior to being covered, the Architect may request to see such Work and it shall be uncovered by the Con- tractor. If such Work be found in accordance with the Contract Documents, the cost of uncovering and replace- ment shall, by appropriate Change Order, be charged to - the Owner. If such Work be found not in accordance with the Contract Documents, the Contractor shall pay such costs unless it be found that this condition was caused by the Owner or a separate contractor as provided in Article G, in which event the Owner shall be responsible for the payment of such costs. 13.2 CORRECTION OF WORK 13.2.1 The Contractor shall promptly correct all Work rejected by the Architect as defective or as failing to con- form to the Contract Documents whether observed be- fore or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall bear all costs of correcting such rejected Work, including compensation for the Architect's additional services made necessary thereby. p IT mergency en angering - life or property in which case the Contractor shall pro. 13.2.2 If, within one year after the Date of Substantial teed in accordance with Paragraph 10.3. No such claim Completion of the Work or designated portion thereof or ?1 shall be valid unless so made. If the Owner and the Con- within one year after acceptance by the Owner of desig- tractor cannot agree on the amount of the adjustment in nated equipment or within such longer period of time as the Contract Sum, it shall be determined by the Architect, may be prescribed by law or by the terms of any appli- sF Any change in the Contract Sum resulting from such cable special warranty required by [fie Contract Doeu- claim shall be authorized by Change Order, ments, any of the Work is found to be defective or not in •i accordance with the Contract Documents, lire Contractor 12,3.2 If the Contractor claims that additional cost is in- shall correct it promptly after receipt of a written notice volved because of, but not limited to, (1) any written from the Owner to do so unless the Owner has previously u interpretation pursuant to Subparagraph 2.2.8, (2) any given the Contractor a written acceptance of such condi- order by the Owner to stop the Work pursuant to Para- lion. This obligation shall survive termination of the graph 3.3 where the Contractor was not at fault, (3) any Contract The Owner shall give such notice promptly written order for a minor change in the Work issued put- after discovery of the condition, 6 suanl to Paragraph 12.4, or (4) failure of payment by the t' Owner pursuant to Paragraph 9.7, the Contractor shall 13.2.3 The Contractor shall remove from the site all por. make such claim as provided in Subparagraph 12.3.1, tions of the Work which are defective or non-conforming 12.4 MINOR CHANGES IN THE WORK and which have not been corrected under Subparagraphs I r 4.5.11 13.2.1 and 13,2.2, unless removal Is waived by the A ,Ix 1 f 1241 The Architect will have authority to order minor Owner. a changes in the Work not involving an adlJustmenI in the Contract Sum or an extension of the Contract Time and 13.2.4 If the Contractor fails to correct defective or non- not inconsistent with the, intent of the Contract Docu- conforming Work as provided in Subparagraphs 4.5.1, ?rq ; } ments. Such changes shall be effected by written order, 13.2.1 and 13.2.2. the Owner may correct It in accordance r IJ:?xr and shall be binding on the Owner and the Contractor, with Paragraph 3.4. s , ?AIA DOCUMENT A7111 • d INf RAI CONDITIONS Of III[ CONTRACT IOR CONSTRUCTION • Y11OLENTIE EDITION • AUGUST 1976 10 .4201-1976 AIA • y, 19,16 • TIIE AMERICAN IN'STITt11E Of ARCIIIIrCTS, 171% NEW S'ORK AVENUE, N, W., WASHINGTON, O,C. 2W06 C f w r tw d1?M1 y?4? A'' 6 L G 4M,'.dt i F? ? f Ia E r ne R .r v t 1 N 1' ??* y 1• P Ij ? t :( a a ? i 5 1 1'?? a 'I?i? r!} i' 1?{ Y 1? r ff ?? 'r? 1 i•r 0 [ C 13.2.5 If the Contractor does not proceed with the cor. rection of such defective or non-conforming Work within a reasonable time fixed by written notice from the Archi. test, the Owner may remove it and may store the mate. rials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days' written notice sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor, including compensa- tion for the Architect's additional services made necessary ' T thereby. If such proceeds of sale do not cover all costs [' which the Contractor should have borne, the difference _ shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover - such amount, the Contractor shall pay the difference to the Owner. 13.2.6 The Contractor shall bear the cost of making good all work of the Owner or separate contractors destroyed or damaged by such correction or removal. 13.2.7 Nothing contained in this Paragraph 13.2 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have _ under the Contract Documents, including Paragraph 4.5 hereof. The establishment of the time period of one year after the Date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any warranty required by the Contract Docu- ments relates only to the specific obligation of the Con- Iraclor to correct the Work, and has no relationship to the lime within which his obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be core- . menced to establish the Contractor's liability with respect to his obligations other than specifically to correct the Work. 13.3 ACCEPTANCE Or DEFECTIVE OR NON-CONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, he may do so instead of requiring its removal and correction, in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. - s ARTICLE 14 TERMINATION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR 14,1.1 If the Work is slapped for a period of thirty days under an order of any court or other. public authority ] having jurisdiction, or as a result of an act of government, such as a declaration of a national emergency making materials unavailable, through no act or fault of the Contractor or a Subcontractor or their agents or employ- ees or any other persons performing any of the Work under a contract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor because the Architect has not issued a Certifi- cate for Payment as provided in Paragraph 9.7 or because the Owner has not made payment thereon as provided in Paragraph 9.7, then the Contractor may, upon seven addi- tional days' written notice to the Owner and the Archi- tect, terminate the Contract and recover from the Owner payment for all Work executed and for any proven loss sustained upon any materials, equipment, tools, construc- tion equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi. tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of. the Contractor and take possession of the site and of all mate- rials, equipment, tools, construction equipment and machinery thereon owned by the Contractor and may finish the Work by whatever method he may deem expedient. In such case the Contractor shall not be en- titled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum exceeds the costs of finishing the Work, including compensation for the. Architect's additional services made necessary Iherehy, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be pairl to the Contractor or to the Owner, as the case may be, shall be certified by the Architect, upon application; in the manner provided in Paragraph 9.4, and this obliga- tion for payrnenl shall survive the termination of the Contract AIA DOCULIt Nr Ant 41 NIRAI Ca NOIIIONS OI It It LOVIRACI InR f0N57RUf.11(IN • IIIIR 11(4111 IOIIIaN • AUGUSr 1116 ?._ AIA* • 9 14`6 IIIf ASIt RICAN INSIIIU/L Of ARCIIMCTS, 1715 Ntw Notts AVENUL, Nw, WASIIINGTON, DC 1(a is A201.1976 19 S { $ a i® N' _+lau.rlry` B•?i 5'. CR M Fx N P WW'??) , 17? 1?_ N .. 1,[ 4 ! 1P ^ A1T? RM v gal""3? t v S i ? ? q ? A t 1, f ) ` , (I Il I , F ??' t 1 ? ? 1• L '1; o f f 1 i y , ' s l T0.- 1- 1 ! "; I .(y} alw+m?f j a ? I 4 1 I l . I I t L , i. I 1 L r. ,? ? ?, ., . i Jr _ t ??}{; + .: ?. 1 'ter ???G r F . .. I i M14 ??` } j { .. .. f 4.M?? h .. t ? l t ? ? - 't'??' ?h^ f r ? Y' ?'yq? A? M q ' , L ?_?, ? ? ' ? ? ? h'G?n?4' q yr1??' ? 1 ? ,fix ?r,? k } ? .'+j?? ? . y , ' ?{? ? ? ? J ? -S a. ???' _ 9 ? ham. ?f ? k. .? . ` '5 ?f t '' ?i ? ?, a ? ? .r,? ?? .? ' ?? ' n n r .. ?n _ ?' '? ' r r t ?r . , ?vr '? "T j : . i ? d 4 M ' ry r, , ? , t ' ?? u I ' !? 4 . F 1? ?' S Y ?'? ?? t tit L r. ? ? ? 5 t ? ', ? .i ???, ?? °? ? '?? d ? ri ? ?v i ? I q ? C 4 ql 1 ? ? 1 ?j p ?, i r •• r ?h { - ? `, ? - + ?? L?I ??I ????+? ?r e IF ?dr,;y,i? e+? _ 1 ?;:'+4f Zf ?'?'}b.??' E? 4sf? f '?41; r; ,. f A ?prtn-.nnM?*+mrM?m.anrtesn .... . _ ... .?. . ., '..? ..? r ?... 4m ? w.i.r,.. . - .. N. LL), RESOLUTION NO. 72-82 { SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM c 1983 - 1988 f WE, the BOARD OF COUNTY COMMISSIONERS, JEFFERSON COUNTY, i r n WASHINGTON, do hereby approve and adopt the following attached SIX YEAR TRANSPORTATION IMPORVEMENT PROGRAM for 1983 to 1988. a APPROVED and ADOPTED this /a day of July, 1982. i JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS SEAL : /'C-? ??cJ?'?-t"R t/ B.G. Brown, Chairman A. . O'Meara -Member - ATTEST,: /J//Iy"??? / F Je ine C. Br 95 l' rAI 1? V4 Cle(rk of the Boa Carroll M. Mercer, Member ?r I 1 5 eY I' 1 W+' - r I?fS 7 `? T! rGF"?" d 'N{? ?f I???-44'?t A s ?.m .?' ?, f ? 4W9 p*41 ? ?10.rAy S?"f ?fj?? 41 /? G w'a? iry t ? I I ? 1r. rJ :.t Von- t-- 3 g N N m a n m ti N ? L +d? Q Q A cs a m mI HA 1-= c L Q V 0 ol a z 0 Q ..t 0 N m e . t -? E ?JL ?C _s mz s a ct - U u U d 'F O q h DAt 2 M C z r a NS n .-1 c o ' Z V V C tl O O O O O ?A 1 ..l ? N N 0 1 U_ , "'? V m r ? ? m o x0 Z 5 N T r N O N O m N til ? m U tt ?r N 7 p m Z 1 d• a q Q w ? m Z a O F„ 2 ? o .o U4 u? o m N - to ?' D 0 In 0 r q ul. fl[ b ?: -, o o Q N O C ., O Q it n N O O O If1 N + i z O O V M N 1?. tO N N C l uoq?p/?w0b t? a a a a a a a a op vuo!4°u6-4 0 u u a m W u u a I N Lr p p ? N N o O Lr O .-I N O F G y 1 _ O O O O r -'16 U 0 o It U m U w m A m U m U co U m 3v a a a . a a a a H?oM ice' t?f' rn '^ saol??oroW f'y, .? .? rn m ^? M 'p p 0 O 0 O 0 M .o C m c 0? m o O 0 O d d .-1 O N OO S 2 m O O O 1 O H F 2 U w Z° 40 w u o a 'S A A > a O 0 ? ' : U w w H H H a a y . C o? p H a o u x o o ,c O ?p,b a w a w u a a u c'v m N m F o w n Z z a a r F w _ a H W W 'L x m _j ^? ra F a H w F zoc?y > a w a a z H a a o a U a m O1 H a F u ~ ? a X N O a U o,c w z z u a w Z x ll? U? E E" a a W A O .a W > F F 1 ooh' W w w a . o a H m o ? p a a a w x a a n a u u x w x w H a .n .o r m .oN Wp+I ? .+ N m co Hv m co co m rl N M 4 • yk Y(k? w `c..1 W Z J Q o a w w W ? U r in Ls =r K osa s i d HC otl INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computer input Only that information appearing in the coding blocks will be entered on the computer. Additional information may be included on the form for the Agency's convenience but will not be placed on the computer file. - A.. An obligation program indicated the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regardless of. location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County :............... Enter name of local agency and appropriate county.. County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8. City Number: .............. Enter the O.F.M. assigned number in code blocks 3 thru 6. Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number:.......... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. ?. 1. Item No ................. Enter local agency project identifying numbers in chronological order. 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name and termini in code blocks 9 thru 35. - 3. Major Class of Work Enter the appropriate code number(s). Enter major code in block 36. 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders) B. Non capital improvements 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use 5. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths Be Traits D. A.C. or P.C.C. Pavement 0. Bikeways ;- E. Sealcoat P. Transit Facility F. Curbs & Gutters 0. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelization S. Surveillance Control & Driver Information - I. Signalization T. Ferry Facility i? J. Lighting U. Project Studies `.. K. Signing 5. Total Length in Miles .. , ... Enter Length of project to nearest hundredth in code blocks 41 thru 44. 6. Functional Class .......... Enter one appropriate code letter In code block 45. M - Major Arterial (Principal) S -Secondary Arterial (Minor) C - Collector Arterial (Coflector) A - Access 7. Rural - Urban ............ Enter the appropriate letter: R - Rural U - Urban in code block 46. s 8. Carryover Project ......... Enter (x) If project Is carried over from previous years annual element. (Funds were not obligated during previous year), Enter in code block 47. t 0. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-yoar program in coda blocks 48 thru 51. 10 - 12. (2nd, 3rd, 4, 5 & 0th years) .. Enter estimated project costs to be obligated In each year or years In code blocks 521hru 55, 13, 15, & 16. Funding by Source .... Enter the dollar amount to be obligated under applicable funding source column in appropriate code blocks. 14. Program ............... Enter the funding source program. (FADS, FAS, SOS, eta) In coda blocks 68 thru 71. 17. Total Funds ............. Enter total project cost In code blocks 80 thru 85. M ?k Itr Gl? 4) ?S w .?h 4 r Ilk °i iil4 rt tqv i? t., V ?a NvVG?i7 ':m..Ut tt N b k N 1V m n +d ?o mo• c •- 0 m Q Q? G Q V O a Z 0 Q (D Q . I 1 rr UJ j N tf1 8 O O O N N N O N O N •,] ((? ?p N N O N 1? N 01 N N O N m ? F LL 'N N O O O N N N O N O N N N V 4p i N N O M N h N Ol M r Q W o •1 A N V L m ? ° a (o J LL b c9 m [ Z O w Z La O O _ {L w o l+? N N o ? M M 1 12 O O O O O Y? L UI N 4o r N m M N j m p - O O O O q V N O ? T N N O V ? N N r tl .l In I ' n :. 0 p O N O p ? Z O i 0 O O ' N ? v ? { Tf ` ? `? „ O C N 'i I+ Q Fd f N . '? O O O N N N O N O N O ? +?N ? ri 4o N N M N r• N N N N .0 X) md AP o_'UOO Ica ^ % X X X uD9 j,,/Iwna ti a a a a s a s a d LSD u' 'DUpIjJUff?. • (9 U U a N U U a N a N N?] a ? N O O N N O m 1? M a d} ? ? M N .i M 01 N N rl F w L 04 ?y - O O O O O '-I O O O Z u p U U U U A U O zS V O m m 2 w N O m m W ° s 3 v a a s a s a s a s a s U ?+oM dam' ? y? O. Cvvi??oroyr l X .? rl M M M M M m N. p 0 o O m d' m N .i N O 0 0 I? d' m N N V O O O 0 ,1 O N O C N ` m W C 1 ? ? W ? D D m S Z N t At o o ui o ? z u > > w w .+ ° a a m a a n o n o ° ? c? a o .-4 z H a a a .c ? .c o F u `?pv H w a m u a o o a + N a u a N a w o a w n Z?co ao a x ? F w r o+ r J ?p n a W a F w a H z w N (+ a H H o a n OD O - 0 Z?r E > a a z a 0 u N w y x a 3a o O? H w H a a a Cos v a F u > H Q w Q o £ ?_ " v a° o uf z u a w x a m 0 ? V } C F a w o w z 4 c a i • q? y w .t rS a > F F z z z w c ham w w a a s H fn o 0 o a w a a s a W x a a a• a s H Z- n P U U x m S W H H H O S O H N uc?. L N E z D a? ? ? u co m Co co m I N M •r 0 co t r k G lU k 3 0 3 0 og ML otl a> t?"ntf Ja? rr 0 I -a INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up In "Elite" typewriter format (12 charactersper inch) for coding computer input. Only that information ! ' appearing in the coding blocks will be entered on the computer. Additional information may be included on the form for > - the Agency's convenience but will not be placed on the computer file. - v A. An obligation program indicated the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. 1 ?r B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be - included only in six-year transportation improvement programs beginning in odd numbered years. C.. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County: ............... Enter name of local agency and appropriate county. County Number: Enter the O.F.M. assigned number in code blocks 7 & 8. City Number: .............. Enter the O.F.M. assigned number in code blocks 3 thru 6. '•' Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. - ` Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. •'" Resolution Number:.......... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 1. Item No ................ Enter local agency project identifying numbers in chronological order. :_; j, 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name 'and s: f I termini in code blocks 9 thru 35. }}r? fY <fr . ,rg?.>i } 3. Major Class of Work ....... Enter the appropriate code number(s). Enter major code in block 36. . 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases - 3. Minor widening (increase lane width, add shoulders)' 8. Non capital' improvements 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use '. 5. Resurfacing - ' 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading L. Bridge B. Draining M. Landscaping ` C. Light Bituminous Surface N. Paths & Trails s. 4.. D. A.C. or P.C.C. Pavement 0. Bikeways i;. { E. Sealcoat P. Transit Facility ti f s f F. Curbs & Gutters O. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes a - do-. - ? H. Channelization S. Surveillance Control & Driver Information Ferry Facility ation T li 1 Si $p - P . gna z . J. Lighting U. Project Studies r K. Signing n _ .. 5. Total Length in Miles ... , .. Enter Length of project to nearest hundredth in coda blocks 41 thru 44. 6. Functional Class .. , ....... Enter one appropriate code letter in code block 45, - M - Major Arterial (Principal) S - Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access ' 7. Rural - Urban ............ Enter the appropriate letter: R - Rural U - Urban in code block 46. 8. Carryover Project ......... Enter (x) if project Is carried over from previous years annual element. (Funds ware not obligated during previous year). Enter in code block 47. 9. 1st Year (Annual Element) .. , Enter total project costs to be obligated In the first calendar year of the six-year program in code blocks 48 thru 51. 10. 12.12nd, 3rd, 4, 6 & 6th years) .. Enter estimated project costs to be obligated In each year or years in code blocks 52 thru 55. 13, 15, & 16. Funding by Source .... Enter the dollar amount to be obligated under applicable funding source column in appropriate code blocks. 14. Program ............ . . . Enter the funding source program, (FADS, FAS, SOS, etc.) in codu blocks 68 thru 71, 17. Total Funds .......... . .. Enter total project cost in code blocks 80 thru 85. r 77T-i7,' h ! N V '?4.15Y 't. N ?'{'?' f ). Yj }n 1 ,r fr${,Ytt! t p r a r a? r f ? f ??? i[Spp}l ??,P ?^'f? e e f 'i ? b 4 ` t<' L A u? +dz QQ p `d I ° O rr y M 8 III Q a 0 p 5w mb td7 ° c Q C? VCu -1 DD ?1 Q A -SM z C1 C v a n n boa c v"u o o O N Q O r N H. r - = ^+ cn r o ? n o ?!? •I C.1 [? ... r N 0 1 N Le W U b t+ l 'i 1 r ? o m d ? - ,r O .Z ? oar eY - O Z D: j a c Z ? LL twi. C - cn wl- ? o m o N. Q v o N W EY L U CO ?. si La 0 (Q ' i•v . ? Vl O Ul O W ! .n ;cE tl). ?W X):'?d ?n o .uoJ m uoq? n/ 1°j^H t'? a a a DD('J 9 UOIj,Uf1?. ? UI a y S^ v e n N r N r? m Y^ Q)N V {() O O O? F ? ov ? u o 3v w ro w ? a a a XJoM !o soo???oroyq i .? N N c? '.? t N !1 Q O O N N W za c? o m . a 0 . C : N R G a + ? • V n ' yy, °f " a m u - .5 E+ z w Z Z ? ,c u r .. y ? a o ? O ug w a W m U ? o•? a z w ? o + c a ? 1' -1 to O a O a a N N F y YI r + °ry walY , ? m ° .: , N. R - N r i a s '3 vm ' INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computer input Only that information - appearing in the coding blocks will be entered on the computer. Additional information may be included on the form for. the Agency's convenience but will not be placed on the computer file. 5 A. An obligation. program indicated the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. C.. ..Complete the form for the six-year program in accordance with the following instructions: HEADING .. City/County: ............... Enter name of local agency and appropriate county. ' County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & B. - ., City Number: .............. Enter the O.F.M. assigned number in code blocks 3 thru 6. . _ Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. -•.- Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number: . ... . . . . . . Enter City Council or Co. Legislative Auth. resolution number (if applicable). ? -. 4 •y COLUMN NO. - 1. Item No ................ Enter local agency project identifying numbers in chronological order. - - 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name and termini in code blocks 9 thru 35. 3. Major Class of Work ....... Enter the appropriate code number(s). Enter major code in block 36. - 1. New construction on new alignment 6. Traffic control } 7 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders) B. Non capital improvements 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use y' - 5. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails - D. A.C. or P.C.C. Pavement 0. Bikeways E. Sealcoat P. Transit Facility F. Curbs & Gutters 0. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channalization S. Surveillance Control & Driver Information 1. Signalization T. Ferry Facility J. Lighting U. Project Studies K. Signing ' u 5. Total Length in Miles ...... Enter Length of project to nearest hundredth in code blocks 41 thru 44. 6. Functional Class .......... Enter one appropriate code letter in code block 45. M - Major Arterial (Principal) S - Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access ` 7. Rural - Urban............ Enter the appropriate letter: R - Rural U - Urban in code block 46. 8. Carryover Protect .. , ...... Enter (x) if project is carried over from previous years annual clamant (Funds were not obligated during previous year). Enter in code block 47. M 9. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the slx•yoar program In code blocks 48 thru 51. 10. 12. (2nd, 3rd, 4, 5 & 6th years) .. Enter estimated project costs to be obligated In each year or years in code blocks ' r 52 thnt 65. ,. 13, 15, & 16. Funding by Source . , . , Enter the dollar amount to be obligated under applicable funding source column In `s - y appropriate code blocks. y Program ...... . . ...... . Enter the funding source prqgram. 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U 'oN i m is x lug 4 ? -- I y ' INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computer input, Only that information ,, - appearing in the coding blocks will be entered on tSe computer. Additional information may be included on the form for the Agency's convenience but will not be placed on the computer file. A: -An obligation program' indicated the allocation of funds to major phases of project development i.e. preliminary- engineering. right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need Lobe hl" included only in six-year transportation improvement programs beginning in add numbered years. C. Complete the form for the six-year program in accordance with the following instructions: v ¢ HEADING City/County: Enter name of local agency and appropriate count ??- 1 - -' County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8. - - '- City Number: . . .. ' Enter the O.F.M. assigned number in code blocks 3 thru 6.' Hearing Date: . . : ........... Enter the date of action by the City Council or County Legislative Authority. , -" v -- Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. •""' Resolution Number:.......... Enter City Council or Co. Legislative Auth: resolution number (if applicable). - COLUMN NO. 1. Item No ................ Enter local agency project identifying numbers in chronological order. .' 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name and '' - - termini in code blocks 9 thru 35. ....... Enter the appropriate code number(s). Enter major code in block 36. .3. Major Class of Work 1. New construction on new alignment 6. Traffic control y'r? ' 2. Major widening (additional lanes) 7. Capital purchases ?'• - '°,; 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use p/. 5. Resurfacing ;D? - Enter major items of work in code blocks 37 thru 40. Enter appropriate code letter(s) 4 Work Codes .4 . ............. - A. Grading L. Bridge T Li '?• ?,r B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails D. A.C. or P.C.C. Pavement O. Bikeways ti bµ E. Sealcoat P. Transit Facility ' F. Curbs & Gutters 0. Commuter Pool '? - G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelization S. Surveillance Control & Driver Information c 1. Signalization T. Ferry Facility _ U. Project Studies J. Lighting ,. K. Signing ` 5. Total Length in Mlles ...... Enter Length of project to nearest hundredth in code blocks 41 thm 44.: Y G. Functional Class .......... Enter one appropriate code letter in code block 45. M - Major Arterial (Principal) S -Secondary Arterial (Minor) C'- Collector Arterial (Collector) A -Acces s f' d bl k 46 U U b I . r an e oc . - n co 7. Rural • Urban ............ Enter the appropriate letter: R - Rural 8. Carryover Project ......... Enter (x) If project is carried over from previous years annual element, (Funds were p not obligated during previous year)- Enter in code block 47. I 1 x 0. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first caiandar year of the six year w ?A program in code blocks 48 thru 51. i 10. 12. 12nd, 3rd, 4, 6 & 0th years) .. Enter estimated project costs to be obligated in each year or years In cdde bloc) 52 thru 55, r 13, 15, & 16. Funding by Source .... Enter the dollar amount to be obligated under applicable fund(pg source column In appropriate code blocks. k 14. Program ........ . ...... Enter the funding source program. (FAUS, FAS, SOS, etc.) in code blocks 08 thru 71. ji+l i 17. Total Funds ........... . . Enter total project coat In code blocks 80 thru 85. e. ' ,. + j p' I 9 O I d a 0 O Q C'S J Q I . rn a qo ° Q o 0 0 1fq C • 0 O M N ?z ti o? r u. J ..J 01 c Q Q O O O N v c6 Co Ln Vl O vl c. ? W -9 m 03 r-I rd v Q U , Z O O G IA Do e ? O 0 l'- O to z ? v z ° o z a o z Y D u w o m _ 3: .•Q 2 In + N ?0- o Q Q `A ^ N a u2 W z ° O Q O O O }? ?. 0 ? O M v l N Q d d.. ! o ca E p VW • XJ qd J?AO LO' co uogJ [wna t. P 4 p P a P a 60DJJ' DWJjJtln? . W d ?- , U d d d U » Q uv tufn) O 1? O c N cc N r, ].. L.a O U O U co yI 3 V PP m m d ¢ 'o WJOM JO. V d sao;?JOroy? to X M M M : V_tl tl 40 O O q A ° j a u.C Q l U C ?. o N N O c3 Q 0 o i zv r°? x Q H I a Q a u ? d d Ca ' ?` U O v 1 c. d, o Z ? ¢ N r+ d a m$? 0 O >, 0 p 1- - o n J $ w x a a H 7G n d•? u A f .., d w H 0., w OC . N ti} Au Q ? 6 d Pi O x d O ?° D1 A O 4 ', .. a U d 1 N Ip9 K ? V ? O'C t L t a7 C 7 a a H ? ui 1i d w 7 w O O O A O G 1 > H ?j a w Z 4- x o ' a C i zl y m [ o a ory wa+[ . c3 U ? o ? - ti N p INSTRUCTIONS FOR PREPARING SIX-YEAR f TRANSPORTATION IMPROVEMENT PROGRAM w NOTE: This form is $et up in "Elite" typewriter format (12 characters per inch) for coding computer Inpuc Only that information + appearing in the coding blocks will be entered on die computer. Additional information maybe included on the.form.for f' the Agency's convenience but will not be placed on the computer file. ?: r• ':: A'. An'obligation-program *Indicated 2hemallocation'of funds to major phases.of project development i.e. preliminary. engineering right-of-way. and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even !, 'r though the expenditure of funds may take place over several years. r B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING • City/County: ............... Enter name of local agency and appropriate county. - County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8. _ City Number: .. Enter the O.F.M. assigned number in code blocks 3 thru 6. - Hearing Date: .. - ......... Enter the date of action by the City Council or County. Legislative Authority. Adoption: -..... ... Enter the date of action by the City Council or County Legislative Authority. t Resolution Number ..... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO - -' , 1. Item No ................ Enter local agency project identifying numbers in chronological order. Enter appropriate information noted in column heading. Enter :Route Name an 2. Project Identification termini in code blocks 9 thru 35. 3. Major Class of Work..... Enter the appropriate code number(s). Enter major code in block 36. IN! - 1. New construction on new alignment 6. Traffic control .u - i 2. Major widening (additional lanes) 7. Capital purchases t t 3. Minor widening (increase lane width, add shoulders) B. Non capital improvements + r 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use 5. Resurfacing 4.. Work Codes ... , • • . Enter appropriate code letter(s). Enter major f)ems of work In code blacks 37 thru 40. A. Grading L. Bridge M. Landscaping B. Draining N. Paths & Trails C. Light Bituminous Surface s! D. A.C. or P.C.C. Pavement O. Bikeways „w + P. Transit Facility E. Sealcoat F. Curbs & Gutters 0. Commuter Pool R. High Occupancy Vehicle Lanes L G. Sidewalks S. Surveillance Control & Driver Information H. Channelizatlon + 1. Signalization T. Ferry Facility i.? J. Lighting U. Project Studies K. Signing. fti17 S. Total Length in Miles .. Enter Length of project to nearest hundredth in code blocks 41 thru 44 . n 6, Functional Class .......... Enter one appropriate code letter in code block 45. +- ,.- M - Major Arterial (Principal) S - Secondary Arterial (Minor) C - Collector Arterial (Collector) A -Access ?. c 7. Rural • Urban ............ Enter the appropriate letter: R -Rural U -Urban In cede block 46. • 1N r', 8. Carryover Project ......... Enter (x) if project Is carried over from previous yeah annual element. (Funds were not obligated during previous year). Enter In code block 47. r +.? l P + 9. lit Year (Annual Element) ... Enter total project costs to be obligated In the lira colander year of the six•yoar program in code blocks 48 thru 51. 10.12, (2nd, 3rd, 4, 6 & 6th years) .. Enter estimated project costs to be obligated In each year or yaart In cddo blocks '- ` 52thm 55. J 13, 15, & 16. Funding b, Source .... Enter the dollar amount to be obligated under applicable fundjpg source column In appropriate code blocks. 14Program , . • • , , • • , • • • ... Enter the funding source program, (FADS, FAS, SOS, etc.) in code blocks 68 thins 71 17. Total Funds ........... , • Enter total project cost In code blocks 80 thru 85. w r r ?+ I aJ+ir: +,p ?? P t ,t '^Z? J?r?nr?en ?? ?I? ., 2?fr¢vCwxYS : a. N n L 9 n0 0 mo*- I O O .0 i 00 N I =I LU Q 0-0 oe tt> 8 V c aon O A •f•• O E `? CO ?u _s < m? o ? j V d V V u Z M c 's c a u m M In ri;zi x \z °c 431 T Q vGc°? O n _ u O Q N l N N ' Z M Q ? r u_ J V ^ M N Ln r N O CO ? O c7 ? - Z w . w a z w u. o In+ n N - 6 N 1 1 \ 'T.O. M .--I - - u7 Q m ? V a N ?, 4J v O n O c o a -7 . ' a 4? :d m c !? b1 q 0 ; E u? , (I (glf J.''I1 D iJD, mh . uvgJ n ?nl?a r W. x D x x op v uo?jaun? ?p U 6 ¢ 6 ? s.? o v o ) r O ' 4-. ) r. -_ r-1 0 .1 ?Y' F p V O o a U q U U W U Pa U D0 U 6 W 6 A CO d d ¢ d ?JDM d? M k2l soo)?JD?Dy.I r,V ?. M O H W o w o?, Z rn N o cD p A a H O o t oZ O C4 u o U A ? b O A q O O d w U p d d F'Z?m N W. O O O V c r LL W F W A . a Z?•? N w F z D ? A vi x ? K?= w r.7 ~ O d O H ..,,,,}}•• TL F 0.. O F W ? ? p•C ? W H V lil U °- C ""T W 6 7.=xxd? F t C13 Q F' :S y N .a ?i a x cry w??t ,, vi N c N r? N nNd a< N o M rl M r{ HLaY`Jd. `l.!YV iiadisl31?31?_J:LLL `=?W-1 :-.Y..o+.uvx ._ :Ct :: N ?iSe?`i. SfLi.. ..?uvx'&b... ,_?..-.?j}i?. _ur"?. lu'"?';. ???y¢?y?• a'? ?O v1 v1 O O tr _. O a, Ol 10 00 rn N 00 O M 1-4 M c N Q :M W? W x? QQa WH} J Q4? )Q?u ) I INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per Inch) for coding computer input Only that in/ormation appearing in the coding blocks will be entered on the computer, Additional information may be included on the form for ' the Agency's convenience but will notbe placed on the computer file. -' A;-An-obl igation program indicated the-allocation of-funds to•inWor phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even r though the expenditure of funds may take place over several years. ' 5 B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six.year transportation improvement programs beginning in odd numbered years. C. Complete the form for the six-year program In accordance with the following instructions: ??- - HEADING - City/County:... , , , Enter name of local agency and appropriate - County Number: - ...... y county. .. Enter the O.F.M. assigned number in in code e blocks 7 & 8. City. Number: ... Enter the O.F.M. assigned number in code blocks 3 thru 6. f .P Hearing Date: Enter the date of action by the City Council or County Legislative Authority, Adoption ... Enter the date of action by the City Council or County Legislative Authority. Resolution Number ....... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 11. Item No ................ Enter local agency project identifying numbers in chronological order. s - 2. Project Jdentification ...... Enter appropriate information noted in column heading Enter Route Name an termini in code blocks 9 thru 35. 3. Major Class of Work Enter the appropriate code number(s). Enter major code in block 36. 1. New construction on new alignment 6: Traffic control ' r 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders -s 4. Rehabilitation/reconstruction ) B. Non capital improvements 5. Resurfacing' 9. Non Motor Vehicle use ?, :.. 4. Work Codes .. Enter appropriate code letter(s). Enter major items of work in code plocks 37 thrq 40. A. Grading - ' L. Bridge B. Draining M. Landscaping ' Light Bituminous Surface N. Paths & Trails k? D. A.C. or P.C.C. Pavement O. Bikeways E. Sealeoat F: Curbs & Gutters P. Transit Facility G. Sidewalks O. Commuter Pool " - R. High Occupancy Vehicle Lanes v H. Channelization - - 1. Signalization S. Surveillance Control & Driver Information J. Lighting T. Ferry Facility K. Signing U. Project Studies 5. Total, Length in Miles ...... Enter Length of project to nearest hundredth in code blocks 41 thru 44. h r 6. Functional Class .......... Enter one appropriate code letter In code block 45. M - Major Arterial (Principal) S - Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access 7, Rural - Urban .......... , , Enter the appropriate letter: R - Rural U -Urban In code block 48: 8. Carryover Project .. , .. , , , , Enter (x) if project is carried over from previous years annual element. (Funds were ?r not obligated during previous year). Enter in code block 47. of 9. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-year program In code blocks 48 thru 51. 10. 12. (2nd, 3rd, 4, 5 & 8th years) Entur estimated project costs to be obligated in each year or years In edde blocks 52 thm 55. 13, 15, & 16. Funding by Source . , , , Enter the dollar amount to be obligated under applicable fund)pg source column In appropriate code blocks, . t 14, Program ...... , . ? ........ Enter the (ending source program. (FADS, FAS, SOS, etc.) In coda blocks 88 thru 71, 17. Total Funds , , , , , , , , , , , , , Enter total project cost in code blocks 80 thru 85. n { f" , f l 4 ?i l: ?f ;l?}'lt',?(f?L ) 1' i.?.7 _ 1 .,1;t :S gn LO t a - Q M d ° ? O O o a c ° LL 7 O L C O (5 0 N ) x:? Z M Q ? n ? 7 0 - 1 4 d 0 CL Z 0 I< tJ J Q 10 N ?s m z V V G u ? 4°• d D h d O A 'Sh' Q) c u n m n r ? Z z c T O c 0 O 0 ...1? 0 N O N M rl N rl 4 Z r Q LL ...) ? O O O O M Vl O D V ? M N O M r1 N ,--? i N ?O w u O Wr G Q 7 Z 1 ? d Z a ? .7 G U. W m. N 0 ?, M N 0 0 0 O ? O C N r V Q m ? o O } ?, c? ? d ? a VW ' ?IYY? NI IO LDJ ?n ?? vuo?j?un? ?p 6 6 Sn ? P O ? ? V1 N N - h. Q)N O C ? A rl r--I r-I rl ? 3V .. ¢ 6 a; 6 Coo???oroy? ?o M ? ? d M Q O 'xc. O ?O N 2 Z O .i W =oz ° N y c? O O A Z ,p ?, L x o 0 L x Z ot u W W _ OU u a D + U Z ~ o C C V MI. O C c C5 w u.? H V) A U) 2 j- co ! N, a. w I SON W71j •! rr/ r?-1 N N N N ? y ?'L'ld4! A r,; . ? a?hxs3fE - .. _._ J O O 4 Wy WJ QZy6 ?4p Oil ?5; co d )Qv i INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computerinpuc Only that information - - - appearing in the coding blacks will be entered onthe computer. Additional information may.be included on the form.. for. the Agency's convenience but will not be placed on the computer file. ---?.=A^ '7Am'obligation program indicated the allocation of funds to major phases". of.projecfdevelopment he:pmliminary. engineering: right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even "though the expenditure of funds may take place over several years. . B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. . " _ C. Complete the form for the six-year program in accordance with the following instructions: - HEADING City/County: ....... 'Enter name of local agency and appropriate county. County Number -.......... Enter the O.F.M. assigned number in code blocks 7 & B. -City Number: , .'.... .. Enter the O.F.M. assigned number in code blocks 3 thru 6. Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. Adoption:... ..... .. Enter the date of action by. the City Council or County Legislative Authority. Resolution Number ... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 1. Item No ................ Enter local agency project identifying numbers in chronological order. - 2.. Projec0clentification Enter appropriate information noted in column heading. Enter Route Name an termini in code blocks 9 thru 35. .3. Major Class of Work ...... Enter the appropriate code number(s). Enter major code in block 36. 1. New construction on new alignment 6. Traffic control - - 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements " 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use 5. Resurfacing - f4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru40 A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails D. A.C. or P.C.C. Pavement O. Bikeways E. Sealtwat P. Transit Facility F. Curbs & Gutters O. Commuter Pool - - ' G. Sidewalks R. High Occupancy. Vehicle Lanes H. Channelization - S. Surveillance Control & Driver Information 1. Signalizetion; - T. Ferry Facility J.' Lighting ' - U. Project Studies K. Signing 6. Total Length in Miles ...... Enter Length of project to nearest hundredth In code blocks 41 thru 44. . 6. Functional Class .......... Enter one appropriate code letter in code block 45. M-Major Arterial (Principal) S-Secondary Arterial (Minor) C - . Collector Arterial (Collector) A - Access 7. Rural - Urban......... , .. Enter the appropriate letter: R - Rural U - Urban in code block 46. 8. Carryover Project ......... Enter Ix) if project is carried over from previous years annual element. (Funds were not obligated during previous year). Enter in code block 47. 9. 1st Year (Annual Element) Enter total project costs to be obligated in the first calendar year of the six-year program In code blocks 48 thru 51. 10 - 12, (2nd, 3rd, 4, 5 & Gih years) .. Enter estimated project costs to be obligated In each year or years in cdda blocks 52 thru 55. 13, 15, & 10. Funding by Source , .. Enter the dollar amount to be obligated under applicable fundjpg source column in appropriate code blocks. 14. Program ............... Enter the hording source program. (FADS, FAS, SOS, etc.) in code blocks 88 thru 71. 17.. Total Funds ............. Enter total project cost in code blocks 80 thru 85. " r ?s n • .? ? r ?a-.? r. +'IY*JI -t 4 +1 -+E'Tk'a$?i ? T 1 err ?^^ IKt. < r ;{q{? } x q?? ?? f 'dr r o r ? ? t L. Li ey __..--- Z:. _ oaa0.,?e? f ?PJf ??(/?i .. -, ?'? ?-YO? 635.-. ' _ -_- - - -- -:. .__ _._ __ `?? ? ? I -------- I I -- - ----- __ ?.-- - -- I _/ dcsPcepescr /Gcpv/?/ 1._60 oa-t7_. f - - aw, / s:?9os/ 4 -A?nb soon yr.Roo_REV,wES- _-:.. -- r _ A ?nY - - ? _r t i , t r ea?_7p;.?G.leleclC f .4 0?? f - 4 J i ?# m, _ La , LG-3_..?rr.._ v r . *yuaL/ ?l a _w __.. ?9?5 . ..._. .. '_ ... ,fir -.. /9r is A do ,04??ue.P... s : _ ? s rig 1? yy L M } r ?, kr 1 ? S kr ?? _ S ? ? jt ? ? 1 f 7., t _1 ;L Intl ?- joy IV 4 sl,? t! 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Q Z O - z o? o a cz 5 c t O??,DO) u 1 c ? n O.. a o? m N u z V 1? ? ifQ ??.c? C c ~ ? h F• K O.C Lil Z +- :t • ory wall 1.? o 7 I N u ? I p d v a ' U V 0o a n C C p W? ua ZQ Zy Wa DA a: WQ N_ c l Al R ", { X l Tl1 1 ?\ 41 % ? l WC??I _ _ lr L v K hL(J ? 4 t jj V i 44 A i l ff 1 OA F ?? 1 I I?px 'CI. i C a . o ti . ? C i S 4 Q n: 0 0 cN Z 0 a C7 J m O I a 0 w w w w f L Y ??lY I , o Mkt a Q ° O ?z r N O } L1. rn N a m r V ? r ai 0 C p O ¢ j N a* O ( 7 ? a a z ? ' G 1{7 /- ? O N O ? N O Q u m u l V w EY ^ ^ Q ? V ` ? ? ., W u j , • O O y{ c O M ?W -1 9 -- M}j.NAO 110J uogj I.0unjj t` vuo?joun? to m tl •s m ° ? LO N N o ov ~ a .c s S U c ?? ° d .4joM Jo. ¢oo ?o ?o H , u p roy? - c to. d v c o 0 0 o p d C -n w .C O n' O p W to ° o Z ° Z p t W En o Z y n < ou ° v w o •-?v? O a v v ro c ? •` F o i a x m 0 ' N y o * a y o H cc EL M v Z!n v 4 a o_o Fr P t< W K a M ,. x M ro Q '0$ .•? ?- o' C ? a. N a .o m a. V(x °•? a I o a N W~ t t ? C A N H ?. O ? { f"' .7 QI u N 9 q R b a! z4 N A ? q ? O 41 y ? p V U ON WD+t ? ? N ? ? t E m m ° c o O ? c c .2S m v m x a Ix s? >s CF)C O t LD M a 0 z 0 a c? J m O I n ? i ?? ? I C O 4 iJG? 1 ? Z Z f F 4 ? ? V V V i?af ?7 ?? ii ?' t Ix"r :?? ? n ., q?-.11!{i?t7 ? 4 ,?. ti%?F G? „k• r? ? ?t?flt;1 '??.t? ?a?`r?'+¢r?' ti?,'r; ???'3, f?1, yn+r?n? ,. y ?'?? p ? t y{! [ 7, mono i m INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM A. An. obligation program indicates the allocation of funds to major phases of project development i.e. preliminary engineering - right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regarless of location or source of funds, however, urban arterial trust fund projects need to be in- J" eluded only in six-year transportation improvement programs beginning in odd numbered years. '. C. Complete the form for the six-year program in accordance with the following instructions: -- HEADING City/County: ................ Enter name of local agency and appropriate county. County Number: ............ Enter the OPP & FM assigned number. City Number: .............. Enter the OPP & FM assigned number. - -?' - Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number:.......... Enter City Council or Co. Legislative Auth. resolution number (ifapplicable). COLUMN NO. 7-- -; 1. Item No ................ Enter local agency project identifying numbers in chronological order. 2. Project Identification ...... Enter appropriate information noted in column heading. 3. Major Class of Work ....... Enter the appropriate code number(s). _ 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases . 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements . 4. Rehabilitation/reconstruction 9. Non Motorvehicle use S. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). A. Grading L. Bridge „ - B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails Q kx D.A.C. or P.C.C. Pavement O. Bikeways " ^;'c E. Sealcoat P. Transit Facility F. Curbs & Gutter Q. Commuter Pool • -' _ 1 G. Sidewalks R. High Occupancy Vehicle Lanes q+: H. Channelization S. Surveillance Control & Driver Information risk. 9 I. - Signalization T. Ferry Facility . ` J. Lighting U. Project Studies " Si star '. . K. Signing s , - S. Total Length in Miles ...... Enter Length of project to nearest hundredth, 6. Functional Class .......... Enter one appropriate code letter. ' - M-Major Arterial (Principal) S-Secondary Arterial (Minor) C-Collector Arterial (Collector) A-Access ' 7. Rural . Urban ............ Enter the appropriate letter : R - Rural U - Urban :. 8, Carryover Project ......... Enter (x) If project is carried over from previous years annual element. (Funds were not . obligated during previous year). 9. 1st year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-year pro. ? gram. t' 10. 12. (2nd•3rd4, 5, & 6th years) Enter estimated project costs to be obligated In each year or years, 13, 15, & 16. Funding by Source ... Enter the dollar amount to be obligated under applicable funding source column. a 14. Program ............... Enter the funding source program. (FAUS, FAS, SOS, etc.). t, 17. Total Funds ............. Enter total project cost. `.xr J 91 ? o ° O ? rn o c 0 3: a ?I O y--I f Q O K IL 2 Q Q G J m O f T O 2 v' z s J ? p z ?= o?noo ?noo m° F LL M N N N O J U N O Vl O O ul 0 0 O i OJ .?i vMN HN?0 ? y n i W a U J ? j O O • O U i W o a Z Z a C') 2 Z o V- W w ~ O a< O ? H ? a M N Z t m H ca e n Lm a l o a W l H ?7 N H N H O U J a H ? W 2 v a N a Z > O v Q N O O U ? m i H O = {{ W O ° ij v j N M* co 11 i H u i a oid J9 noRuo3 W uogjn/loins r x x x x 04 x x x 69013 10uoµ0un ?O 6 U66 6d6U - 'E o .o.OHO C, a O n O O O O N Ol N F j .? . N .7HH HM HH . .d ,? • U U ,U U U p q • 3 v d' 6 N W fA M C1 KI R7 6 6 6 d 6 6 6 MJOM 3O 99013 4ofow M mm. d -.n m v o w 0 ° o ° H H N N ; 0 00 W d NO OW O as zY O m b? 09 G O W 91W 4' OW 03 n. o ro av" m 0 O y W y vi W VI N 2 y D 2 W , L O .a ?a ? 0 -a m W m f r 000 3 a 1 - z:•law v ro Am H w 0.0 to Z a°m m H e m y 9 '° a 3 a ca d a i a 0 ti a . Q N PC x u Smv v U O N .0 .0 W O N O M O M O N j , 11 ? C ? V I N O O N T H O 2 - .o a •O 0 ° v o J oE m W V , i . e ? • CO °?c0 ro o ro 14 mao () ?' o O'd a . c ` o ao Amv p ?,w w«p,• w S FH- Ca a,zo ~ oy O 1" J a? C H b _ p O O O •r i F CL u W is N a y ? M O ? ?• . • l l N Q• ' O q SS r01 GI d U 'f1 a H N • T) H aNq q n F r7 .G 0. o OD O O N)f t ta rory wql a o M 'A rn .o N M M M M M Q O. W ' W Z ZW. ZW: 0 aX? a?G n 4 ear, n a; 5rJu Zrh r 4t ' r ?1isl ( ? - l 333111111 ? ? rr iry 1"R"t' t Q d a l?S ?` INSTRUCTIONS FOR PREPARING SIX-YEAR " TRANSPORTATION IMPROVEMENT PROGRAM A. An obligation program indicates the allocation of funds to major phases of project development i.e. preliminary engineering ?r right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regarless of location or source of. funds, however, urban arterial trust fund projects need. to be in- eluded only y in six-year transportation improvement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County: ........... ... Enter name of local agency and appropriate county. - County Number: ............ Enter the OPP & FM assigned number. .'j ? City Number Enter the OPP & FM assigned number. ' '. - Hearing Date: ..... ..... Enter the date of action by the City Council or County Legislative Authority. _ i - Adoption:.................. Enter the date of action by the City Council or County Legislative Authority.. Resolution Number:.......... Enter City Council or Co. Legislative Auth. resolution number (if applicable).. - COLUMN NO. 1. Item No.... .........., . Enter local agency project identifying numbers in chronological order. . { . ,.,. 2. Project Identification .. Enter appropriate information noted in column heading. I _ - i 3. Major Class of Work ....... Enter the appropriate code number(s). 1. New construction on new align ment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases - - 3. Minor widening (increase lane width, add shoulders) B. Non capital improvements - 4. Rehabilitation/reconstruction 9. Non Motor vehicle use 5. Resurfacing .. ' 4. Work Codes ............. Enter appropriate code letter(s). + A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails t " D. A.C. or P.C.C. Pavement O. Bikeways E. Sealcoat P. Transit Facility F. Curbs & Gutter Q. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes Surveillance Control & Driver Information S a i H. Channelization 1. Signalizatlon . T. Ferry Facility J. Lighting U. Project Studies K. Signing Mil h i l L th of project to nearest hundredth. Enter Len .? 1 es ...... n engt 5. Tota g 6. Functional Class .......... M-Major Arterial (Principal Enter one appropriate code letter, ) S-Secondary Arterial (Minor) C-Collector Arterial (Collector) A-Access c "t r - 7. Rural • Urban ............ Enter the appropriate letter : R - Rural U - Urban ;you 8. Carryover Project ......... Enter (x) If project Is carried over from previous years annual element. (Funds were not v obligated during previous year). ' t . 9. 1st year (Annual Element) ... Enter total project costs to be obligated In the Orst calendar year of the six-year pro. gram. 10.12. (2nd-3rd4, S, & Gth years) . Enter estimated project costs to be obligated in each year or years. . 13, 150 & 16. Funding by Source ... Enter the dollar amount to be obligated under applicable funding source column. - 1' 14. Program ............... Enter the funding source program. (FAUS, FAS, SOS, etc.). ? ?55 Y t5 ? i ? 17. Total Funds ............. Enter total project cost. ? a R ' ?,fi"yt? q ?Nt`+ ?, Y,rvt'?, ? fit;, ? ?t? s 4 rla ' r 1 ?'rt ' i r 10 xNkw P LL a 17 c 2 O O c c o D O ?I 4 ?I c Q O K 0- Z 0 Q V9 J m 0 1 + r ? c Z r C.1? U J 2, t O r ' n ii 4 \i 1 O ? CD V 0 ?r U J 4-. !? ii. 4. ' .? ` ,T t.? U ) 4. 4. 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', 1; ? l \° ? \\ J + V •? `c 4 1, W It : ?, 1? 0 y' ?; l? ll Y ?t . •oN Wpl - r ? v. \i e. .; e ?I ? u... •; : ?'?.?? ti t 5 ? ; t't ; h ?4 r ?• ) o s ?I J p p u H N7 ?D 1 c Q Wm WJ 2 V'=J ZF= Wyo e y wm? 7 O V 88 a? k?pd Xi INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM A. An obligation program indicates the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regarless of location or source of funds, however, urban arterial trust fund projects need to be in- eluded only in six-year transportation improvement programs beginning in odd numbered years. °'ry C. Complete the form for the six-year program in accordance with the following instructions: HEADING ' City/County: ............... Enter name of local agency and appropriate county. '"'• County Number: ............ Enter the OPP & FM assigned number. -` City Number: .............. Enter the OPP & FM assigned number. • Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. • .?'? i Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number: .. . . .. . . .. Enter City Council or Co. Legislative Auth. resolution number (if applicable). -` ° ' COLUMN NO. 1. Item No ................ Enter local agency project identifying numbers in chronological order. 2. Project Identification ...... Enter appropriate information noted in column heading. . 3. Major Class of Work Enter the appropriate code number(s). 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements 9. Non Motor vehicle use 4. Rehabilitation/reconstruction y`kr _ 5. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). Bridge A. Grading M. Landscaping B. Draining N. Paths & Trails C. Light Bituminous Surface O. Bikeways D. A.C. or P.C.C. Pavement E. P. Transit Facility urbsat F. C Curbs & Gutter Q. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelization S. Surveillance Control & Driver Information ' I. Signalization T. Ferry Facility j. Lighting U. Project Studies K. Signing 5. Total Length in Miles ...... Enter Length of project to nearest hundredth. ' 6. Functional Class .......... M-Major Arterial (Principal) Enter one appropriate code letter. S-Secondary Arterial (Minor) C-Collector Arterial (Collector) A-Access 7• Rural - Urban ............ Enter the appropriate letter : R - Rural U - Urban 8 Carryover Project ......... Enter (x) if project Is carried over from previous years annual element. (Funds were not . obligated during previous year). 9. 1st year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-year pro- gram. 10. 12. (2nd•3rdA, 5, & 6th years) . Enter estimated project costs to be obligated in each year or years, 13, 15, d 16. Funding by Source ... Enter the dollar amount to be obligated under applicable funding source column. Enter the funding source program. (FAUS FAS SOS, etc.). 14. Program ........... • • • • 17. Total Funds ............. Enter total project cost. 0 ??'.t'?'rrf?1(•'YYMN? M ` j N.p t r M ,r ` 4?`J?'??r ????? ! f r l {{ r t ? 7 1 -i t ?? ?vr?4h A G ?' ? rs r.. f s r r ? 'ts?Y ? t K r ! ! 1 ? L ' rtr ???? •'yy;?, rV R r?.. (1 r t i" O O O W .a +dz do c m o ?r= ? ao a x o? aenys -. I G a.. . a O c e 1- ao e ? ua > co gm O a I ?v C .,«oh O 3 ? Z' C1 n u a n N ? t• 'r ] 1 I r Y kY ? pjj q ? \t \2 Y t' •? o 0 0 0 .n „? p .1 v l vl O u'1 t` O Q V n --I N O r . N N 0 ? LL N ? ? ? 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U N N m a u01 ? N ? Hl ? n ? J v? w U Q 0 z w F z LL a J N N W LI r O ? N v~Nf co t0 - c'1 G N O U ) Q v W° w J v 1n O u1 .T v1 v O ul O O u1 N r 0 O W f ?' '-I W yy A c7• oo w ut U _ r-1 W p ? i r N N N O O N K ( 7 N Jo(d)Dawdad - uoq?fl Imn -_ t I uo!l u d U. ^ _ t1 v? vl a N '-I ut O f° J O O e-I O O '-I f C? C! v 3 t0 w w m ci as e x ¢ a d ¢ x ff01'JM1010W N N. N I? N' i-1 N n, 'n co 0 _ C4 w o u a u O 0 . ' ' Q a ro a m a x' ; .0 Q v 0 a F. E I a I. ' W. F i 9 u /! ' W O 01 0 . r4 . u LL ? P'' ar M me' U I G d1 M ~ q . ,O M O O I j ° ? G f+ rq N M V w w ? x u ? . J ^ ro a ro °C' .C H. m (n . y' .1 w W ' ° m ° a , o a w { d P. x . w . u 0I i aI d ' c O p 00y b o 0 1 0 wI . : •oy uall»3 v ? ^ N A pp w g 2 ° 9 N ?' ?a .1 N w ? N, V co , O 8 rc o z O h- W In J FQ- z w X. W J IL Y V) D K O Q W Q z S O O O 0 d OJ W ° Q s t 14 Z. kc? C U s 11 ? ? RESOLUTION NO. S?"7S SIX YEAR CONSTRUCTION PROGRAM 1979 to 1984 2 WE, the BOARD OF COMMISSIONERS, JEFFERSON COUNTY, WASHINGTON, do hereby approve. and adopt the following attached SIX YEAR ROAD CONSTRUCTION PROGRAM from 1979 to 1984, after consulting the priority program array. APPROVED and ADOPTED this day of July, 1978. • +? . .? BOARD OF COMMISSIONERS. JEFFERSON COUNTY SEAL ' ` -f : Carroll M. Mercer, Chairman ATTEST: B.G. Brown, Member et y n erson, county Audi r nd Ex-officio ?' Clerk o the Hoard A.M. 'Mear Membr e x 0 r , n O e n _W Cl) C O G 0 C j . d • ° O O 1 n of ? N salt ?I ao t1 m } W O cca_ ' G _O I-- 5 d z LL? r I' N N W V 41 C C U Z 2 Z• .1 \ `c • ;Vvv J LN" a IOi. _ N ? n o n 0 v1 •°D N O N N m N O O m m 1 vl N m O ?T ? G N ? ? ? b ? O O O O N O N ? -' O1 'y m ? v j O O - m m m ul ti m .•r •e N U m to W Z LL Fa. N - a w r o 0 0 N y io 10 - n N ? O N O O U D\ H N O O N v ? N N n N N W °'w J I- O a 7 O Q ? 11 N ul OWS W ? F.. ZN y ul p O 6 W In A V' N u1 O O O O U - N N ? O N d e w ? 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V _ O'O d' O 0-O O O Oct I4 ?) a O.O N OO 0OOO.T (?} u 0 O 04 O. O - 6 c o C sl I -? ? O O o 0. II. I a C' y I p ? m N m m b mu L H, I _ O H F P. G . O -H Ho rOI:Y P. - M O 1 .a u u m U u u-u u o u i y ?' LmNVUUmmnoK.-f _ T o .o o k k m m w m m m o O N O 'O O^ H' H V+ ~ U b u 'm rl c: G m H L L U rl K .-1 'O 7 H U M {, UM M O I D o 7 0 .Ammo K K r. n o H b w j ? - averytizFArMHO'HaM m, NNCI Krt c o.. v > .ro 7i ?' z t?? - ? K .A m N v L 1 { `'. nail ht °- v a f° o a m u v •.I. P Px, All Ij A i - z m q C L U R t?C 4, /U+ ,,y} .,p w ?;r I f ,..`y.f?'rdr i d w U 1°. y -? N o M n a ca fn t'1- q yl I i x ?_ y a o& o. i w m U .+ .C' m I 1 ???1? '<m n u o u ooOD m on u u U" I T?-; '?I i i? I'. o f/1 q o N PS K m O: g C H N N .-I f l .. cV?' +I .. rA H b rJ''U .:L U U m N' C U n p .-i m 0 1+ m U m G 7 C C O U O p Ff( m G m U m U G b C .A H M N Q 1 F U V tL'n.. hW. N Vl r7H GF .V? IL. 4 l < Nt0.-1UD•MNO?DV ?1N?Y _.?I ._.I fA? I. 141F? ii I ^ O O .i. ry 6) ,11 ?/1 4 f? N ? V ?Y OV M .T L i • 1f h - .T i•'1 tT ?T ?/1 N ?i rl rl N N f?l - 'J f( I ?R n N p\ O .-t N M .T u1 ?O n m a\ O , ..? ya .Q b f x`1 V n ha i a t ?i x a. wh f ? G ? k A? 1 1 IA'{ V ? y r ry; ar ? V x ?i f i r i 1 I I • . ,I:A ?I'Rf Yfk r ? ? kGVg' ? a? , ? l I l . . i s I , 1 f } 5 r'? Y F i V 'x , t .. 1 WASHINGTON i?f E COUNTY ROAD ADMINISTRATION BOARD ? fit.., E&.2.E. DIRECTOA 20B 7 51q_ _ J6731 MARTIN WAY, N.E. OLYMPIA, WASHINGTON 95500 79-9-- November 22, 1977 Mr. Edwin A. Becker, P. E. Jefferson County Engineer ..'Jefferson County Courthouse Port Townsend, WA 98368 .ry Dear Ed- I have just completed an analysis of your six-year program and am enclosing a working. copy of such with this letter. < You have done a complete job, Ed,-'and everything appears to be in good order. The only problem as far as I can see is that your Resolu- tion of Adoption did not contain reference to a bridge inspec- tion report being available to the Board during the preparation v and adoption of the six-year program in accordance with WAC 136-20-060, - In light of my revenue and expenditure projections, I would say that your program is pretty realistic. In fact, Ed, if everyone put together their six-year programs as well, I would be out of a job. Thanks for the good work! Very truly yours, ' - : Marian Ritchie Administrative Assistant MR:ss Enclosure y k 1? li iO, k r ?yct? r i C i f? QI_ ? 17 ? ? ! '+ it t r ?f`?'S} 7?'*9 x+t :, ! tit ?.a1 a.c s?Y` y ± ',. .. wee _ t i IT. 10-e 1'.S an County r -rr Date r c e .' SIX YEAR PROGRAM ANALYSIS (. (in thousands $) > lY ANTICIPATED R3VENUE F' Gas Tax x6 1,P3 D Property Tax 6 Federal Forest Funds h U XG J' o(v r r ` r State Forest Reserve Funds X6 3190 Federal Highway Funds ; FAS XG a U 6 t.. y j FAPI C? X6 SOS O X6 2? I) i- r GRAND TOTAL EARMARKED REVEIRIE Plus Priority F1114A Revenues r Plus Funded UAR Projects } .1 w t! Plus Discretionary Revenues > ? v ,17 4 GRAN) TOTAL REVENUE r l n ?_ q tea. ANTICIPATED EXPENDITURES r X6?'' lf?r `? 'f p or Administration i Maintenance X6 IC) ?? TOTAL FIXED EXPENDITURES y (I- e AMOUNT LEFT FOR CONSTRUCTIO14 t PROGRAHMED EXPENDITURES IN SIX YEAR PROGRAM _ Local Projects > Federal Aid Projects w PAS (/ Y r FAN /.' C y k SOS y `J UAU Projects (, f Priority F1114A Prujocta Other GRAND TOTAL. PROOIMIE'D EXPENDITURES SIX YEAR PROGRAM (OVER, U'Sli@R) C ANTICIPATED REVENUES ;r 1 ! ? ? t a 1? S' Z'r 1 1 ?i Very truly yours, 1, _ t Ldwin A. Hecker, niroCtor s r nepnrtraent of Public Works M1 X ? ? a x •l ?k r ?} fi X . t ?.1? 1. i I xx k 4 i i v 1 ^'X 3 • 1 . X t X _ i?'9 RC ? '..2 17 I 1 I y 4 4 u ` 4 r h X ?im??4.+? Nf"F:Sti ?uN?t Li vy?'i"4 ???-c t 1 f. ti ?. ` ?r k r ?? ,, MEW } X f .i,1 + +a r , ? 15 1 c:? 9+ ? ? f 17 ? a t y??'7 1+ r? ` 1 tf C - = r J I , s fi n f f 1 1 I ra 1 L Von, OW i w ! J 1 1 W 7 1 ? u sew - ?w. ?`?6?Y.;. Y? !?G_ . . _ _... _ ._. ..__ .9 +?'a?.nr,. rxq ?:,..:?ta .+:.'SP?Sti!.$.w _ ..:.:3? 9.w .,_ ,eGmnr,'"..._+e+••rsda -??-;a;3.ti...+.? ? n F z , ? r r Notice is hereby. given that a Public Hearing will be held at the of 10:o0 a.m.'., Monday, June 27, 1977, in the Comissioner's Chginbers, , ' .. - , ' ;`-. lrsonm.County Courthouse, Port Townsend, Washington, regarding the Jeff- ' J a ^ ? ex._on County Six Year Road Conotruction Program for 1976. o 1983': .. a , roard of Jefferson County Cc=iseio:-.:.. i ? ??h iran r C i , MCmf.1eY 4 '{ ,Y '8utty mple County _, f?2+ , , <;nd .s- 3cio Clerk of the 73nnrd 1 ?1 -tleyl'v - .. ? ? M1 S r , f? r S 1wi t i i ? ? a S { 1 ?i ce{n? "li rw `p { a. 1978 - 1983 SIX YEAR CONSTRUCTION PROGRAM W ; l " Location.. Work .. 1000 Dollars ?1. Sand Shore Road Y Grade, Drain, Surface ,< 75 t`^ /2. ...Dabob Road Widen, Drain, Surface . gp i 3. . Hazel Point Grade, Drain, Surface 50'i 4. Oak Head -Grade, Drain,. Surface 60 5. Quilcene -Center Widen, Drain, Surface 210 ?6. Center - Chimacum' _ --Widen, Drain, Surface 700/ '"- ?7. East- Quilcene .. Widen, Ballast, Paving gp ?•: 8. [lest Valley Grade, Drain, Surface 200 ? 9• ?• ? Hastings Ave. Ext. Grade, Drain, Surface 150?- % ` 10. Brinnon School - Widen;- Surface 20 i ?i X11. Bishop - McGuire .. Grade, Drain, Surface 100 X12. Lower Holt Grade, Drain, Surface 150 `'?- ?13. Upper.Hoh - Grade, Drain, Surface 200- V 14. Map1eCreek Road Grade, Drain, .Surface 200 ' " Beaver Valley - 104 Grade, Drain, Pave - - 400 '16. Lofthus Road _ Grade, Drain, •PaveS++'?. 25 /' v r ! X17. Lammers Road r. Grade, Drain, Pe:, 30- , _ `'•o'"G 18. - Lords Lake Loop - Grade, Drain, Bave -?`""r?'"""'• 125 , L9. Taylor Ranch - Grade, Drain, Rene .ScrtJ,..___ 75.- `{ 0. Penney Creek - Grade, Drain, Pave >u?'?^-•? 160 / 21. r Lindsay Hill Road Grade, Drain, Pave -1;.e 4 s i22. Cook Ave. Ext.. Grade, Drain, .Pave- -r?J•--- 65 23. Fish Lab. Grade; Drain, Pave -+ r 85 X24: n }loh bridge Bridge Construction 100 "25. ? r Quinault So. Shore Grade, Drain, Surface` 120 X26. Tally Shores Paving 200 '27. Clallam - Gardiner Grade, Drain, Surface 175 - X28. Airport Road Widen, Pave Shoulders yppr '_29. Paradise Streets Grade, Drain, Surface 50 . r' 6 30: Meade Rond Grade, Drain, Surface 30 ?h 8 311. s Jackson Creek Bridge. Bridge Construction 40 ?;• 32.. Reservation Road 101 Intersection 10 e t 33. 34 Upper Hah South 6o hi l 101 Intersection 50 y a r?e? i , ? . u 5 gac e 101 Intersection lp rpY ?` 3 . Sunshine Plat 101 Intersection 30 is ;:;t•, 36. Lingerlonger Paving 75 , 1 J 37. Irondale Streets Grading, Drnln, Surface 50 « y r,. . p 38. Rice Lake Road Grading, Drain, Surface Bridge AO i Total 4525 kr ? ?r , ryryf+,???kP ° k? ` 4' ?'(? r {,?r%?t? ! r 441u.+a, I J r ?.I$ r ! 4„ 1 4 ? - ? , d r r 7 y.? ?J{? L kt, p r 1 +x +? aXl f ;a N k :f U: ? t w ? y a k 1 t 1. f} ro e ? G a '?'ef.r ? rA 5 '.V E rZ3 -t i -j 6 hY j, t +f T :I l a? 7 ,- !YJ O o III. a n V ?1.?' 1 ?y? 1K, h ?7 t ?%Mb4' y. °t --1r 1 .' t ,p ? t ?{ J 1 h l Ay? I ' F I F ??e / I I til 1 J ? J r V ,r r. -^ o 0 0 0 `o 0 0' o o 0 0 o 0 o rn o? .n c rn ?, ern •no o I.o. Q W M? rl Orb ]' vl N O N O O O N M N h V' h v'J 'V t0 O N I <! N h N '-I .? N N N ?T •-I .-i e-A .--1V O M h 'v1 O o O O In 0 0 V1 G G o - '? _ h Nip 0 .O v' N OO N-M Ul .-I J/1 ri ri -I _ O N ? . " ' I= om oO 00 m rn o- _ rnoo? o h M N N N JO M. N uJ O ;-N w'1 N O. N '•i O ? r/1 OO ul MOOO iN O p N 47 h N r(1 O O N N I O. h I ' Vt O OO 0 vl N C O .' v? N W ? 1 ? I ?. O vl ? rtMl I ? ?= o Q ra a w c-?w q q .'ra w ra.a p n o Q q q .'ra_ ? -I I. d V U V V U U U U p U g U U U V U V_ V U V V - r , W Ct a7 fA p; f>a . RJ W P] U .f-0 U 1910 . Pa q Ili pi 1 q 1 P 19 c7 H ca - _ I _ , < ? d'6 d C:6 C C aa'C ra 6 4 d C 6 6: o V V <. C d p<-' x;c?;cxxx>e>a>exxx-xx'xxxxxr?:xrx>:. ? ?zu? CU6CF..5..'U UCi'UC6c?<F.dC C_6dC <UG<^'- ,'1/1 O vl M h T-O O-hC? W W'f? O h .-1' C\v JO r0 O O N ?p r/ a h N W N J' W N N a O'M N •7 V'ri W ul O h-? O O O' r .. .' .. .. ..... ... ,... V' . M N O O N +.i ?YN O 1 V' N OM O O ? N O? ? - .t N . O .e-I NOO?Y ?O'O 11'00 h?TT h?O ?O OON'?O _ _ Z : ?O, TJD 00 Or N N ?O?y. N N OO-h N :7:?t'OM M O.O.?D O,. O:- ? •M N rl N OJ'Nr-I v1M O.•r- e-1 N O:M C DO I.N ?T N N"O rl ? O ul O M O,'M O O h O O N O N O O O r•1 O O1O O O 0 O •. O mh rl hM OOUl.OOOO?T:OO0C?OO'CD MOO O ? O O O m h [?: O .-1 0 0 0 1 0 0 0 0 0 ?n O o O r1 0 0 '. - O '. x o 1 U N • ,JJ r141 'r 1 G C l +? > cJ - -° A W E 1 0.1 JJ rJ 1 ?-1 G' O : a o :1 3 .e 3 ,+ x .c N m ro. >, Jn v v o s _ '• -1 > u -'u - v W.u rn?a,v •. ^ cn a w w v O b 1 O-'f1 n 'T VJ N ] N `.G W'. .u n O N e-I rl .? N .•f n E L rl rl W o .1 O 4 . b' 7 . h G: N T 5' u ' - 1 u U M •ri C' •.1 N 1 1. G O 1 I O.' u r? U voIoo mmro :x oo u . , I . 0 N V .. G u ,G rn rn rl .. h •-1:0 L. N O ' . O. -o O 00 O . u O t OF •.? 4 m - '? .NAT urn .fix .acJ. w .e 4 . ? s= U u O 7 a T - pOp ^.. u C Gu 03 >I,. /' 9 `a ¢ . M U u O V U T> .-. J -X H n n U u C. rl W u °- onw u, o..tiH fn ..=.I u0'104 x , .. a tj uW 'm O r O 0'O 'u u+1 •? m 1 O off D r.p; U rr?1 CJ a•o +l Vl M C6 n 1 ] n [.0 G W r. U N N +1 T> et0J Y r-1 . u u Ha> G o a N] H H T] U 1 • <.r7 1_0 T r/ IC' u u O H H U U U N O u O' N Q n ' O b O u rl u u u 1 .C u' J H tl b N G 'D > X X G G .O N X •rJ G N VI •.1 %. ff N T C 00O 0 • 0 --- M 0 ] 0 n'n n n] u n M O P. 0.n a, U 0 D n O'n.U M .1 Q n N 4 O O N p iC O V U W 7? f" W W a 0 `. q a .•7 r4 I- MP7.r-1 U W .^,. d, .' - ^ .? V O? O. O Or v1 1!1 ul .i' M .-1 O m N .-? il1 ?J mot' m h OJ 1? r-1 P'1 •OI 1/1 M W tli 1 .-1 .y h.v N T .O ?t O !1 .•1 O H N N M V1 O O. VJ .y O b N O O Or'1 .J N. O.Tv M V M V N N O O M N- f M .T V T V aO. M?O.N •r1 .-/Cr .0 .O In MMMM M•O N.-1 ? ? _ 4h •-1N0 t V1 •Oh W O\ O HNMv O•Oh tD fT O HIN M V'n ?O r'1 .-1 ? r/ N r1 N r/ .i rl N N N N N N N . •^ - =- ?a i -` RESOLUTION NO. SIX YEAR CONSTRUCTION PROGR1,1 1973 to 1983 wr,,.the BOARD OF COMMISSIONERS, JEFFERSON COUNTY, WASHINGTON, do hereby - approve and adopt the following attached SIX. YEAR ROAD CONSTRUCTION PROGRAM frpm 1978 to 1983, after consulting the priority program array. APPROVED and ADOPTED this th day of (1;" 1977. BOARD OF COMMISSIONERS `puP4 C? JEFFERSON COUNTY 1 N Carroll 111. idercef, Chairman 0 y SEAL: ' B. G. Drown, Member ATTEST : A. h O' M be -- ' Cara, em r t3eC Ey J/. Anderson, County ! r T.uditpr,hd Ex-officio Clerk of the Board K.. ?I1a7 ;- tl4 M y i t o t d3 t k f ?u? t (d'a pf YhW4t c+Y1 i' r t? „ 1 v L ?f ??? ?. t y WASHINGTON STA COUNTY ROAD ADMINISTRATION BOARD ERNEST O foal era s c n oer+?? 208.759-657g___ -.J 6790 MARTIN WAY, N.E. OLYMPIA, WASHINGTON 90500 May 24, 1977 TO: ALL COUNTY ERS FROM: Er nest Geissle V RE: SIX YEAR PRO AM (RCW36. 8 1. 121) It is about time, again, for county engineers to be submitting their recommended six year programs to their Boards of County Commissioners , so I thought that a few reminders regarding the program itself and closely related matters might be appropriate. a The basic requirements of the six year program are as follows: 1. Include all proposed road and bridge construction work 2. Those counties also operating ferries must include a separate section showing proposed capital expenditures for ferries, docks and related facilities. 3. A separate section listing those arterial road projects for which county commissioners expect to request urban arterial funds. 4. Include information pertinent to expenditures on facilities for bicycles , pedestrians and equestrians. 5. Schedule the first public hearing for any time prior to July 1. 6. Be sure the Board has available an updated priority array in ' accordance with WAC136-14-040. 7. Make available to the Board a written resume of bridge inspection findings in accordance with WAC136-20-060. 8. Include in the Resolution of Adoption a certification to the effect that items 6 and 7 above have been complied with. r .C:3• . t 4 d?'? 1 ?r .. b I ' r ? A? rl ^ h r F'I I Z ? , ` , ?'a?l Ntu r5 t t ! Y I ) 1 t ` r ?r , f 71 f? , - 4 1 li k ? I 1 F l 1 ? , I j? 1.', I 4 P W f '4 . 9. Senda copy of the Adopted Six Year Program and the Resolution of the Adoption to the Director of Highways and the County Road Administration Board. For purposes of estimating available revenues, it is suggested the following assumptions be made. 1. Gas Tax - Use the amounts shown on the tabulation prepared by the State Highway Department which was mailed to you attached to our letter of May 16, 1977. Since we don't know yet what will happen to the Variable Gas Tax, it is suggested you base your assumptions on the figures shown in the 9¢ column, and then perhaps add a list of additional projects which could be accomplished if the Variable Gas Tax were to pass. 2.- `Local gas tax revenue can best be estimated by you based on your judgment of local conditions after discussions with the Board of County Commissioners and the County Assessor. 3. With respect to Federal Forest fund estimates, you can make your own assumptions, but it would be well to state those assumptions in a-footnote or attached explanation for the Boardts information. 4. FAS funding can be assumed to continue at its present levels. 5. SOS funding can be assumed to be at a level of approximately two- thirds of the FAS funding. 6. FAM funds can be estimated on the assumption that their distribution will be about as it has been during the past two years, or whatever your best guess might be. 7. Safety projects can be estimated to continue at approximately their present level of funding. It is recognized that there seems to be an increasing number of programs in "which funding is uncertain until sonic sort of priority determination is made by "higher authority. " Your program, therefore, should clearly show those projects for which funding is pretty well assured, and those others which are contingent upon presently unknown factors which could include projects in the FAM and FASP categories. '? k +? ??Y TJ' 1YST G1. v{j i7 fr q S v . } t ? ? ? t gl ! ytiy?? ?,15{, 4d+'P'?xKN i r ?+ x rt S a2?1' "Id ?a 3R5 't y All County Engineers May 24, 1977 In any event, there is little doubt that the State Aid Division will have to use the Six Year Program as a planning document for allocation of Federal funds to a greater extent then ever before. It is most important, therefore, that you include all those projects which you expect to do under one or the other Federal programs during the next six years. - It would be most helpful to all concerned, especially your own Board of County Commissioners, if you would include in your presentation to them a listing of the revenue assumptions on which your proposed Six Year program is based. If you have any questions about this process, please do not hesitate to call the CRAB office, EG:kh 'cc: Keith Eggen CRABoard Members d r { r r _ ?? ?K??"y'F?y?+r ? s r s , r t r n r x ?? 1, f? 1 ? ? I r I 5{uY_1 r]ir a ?1_ ? ? ? 1?? i 1 'ht rt5 i ` itry ?ll7 f 4+ N'4" ?' WIN LL mom ? ' P 11 V=11' I WASl146NGTON STATE t1 -H I G H WA Y C OM M I S S I O N Dixy Lee Ray _ Governor DEPARTMENT OF HIGHWAYS WA.Bulley - Director 7 Highway Adm me on Building Olympe. Wn hl g- 98504 12061 753-6005 t_ March 15, 1977 Mr. Edwin Becker Director of Public Works Jefferson County Courthouse Port Townsend, Washington 98368 Six Year Construction Program Dear Mr. Becker: We had previously forwarded to you information regarding the Urban Arterial Board, the Six Year Construction. Program and the schedule of seminars to be held in your area. As a result of the input from some of the counties and input from the County Road Administration Board, the SA-1, UAB-1 form has been revised. These revisions are "geared" to fulfill our needs and the needs of the counties and CRAB. The intent of this letter is to give each county an opportunity to review and supply' additional input so that the form can be finalized. Your comments must be in our office by March 25, 1977 in order to be evaluated and considered for incorporation into the form. This finalized form will be utilized for the current and for the future planning process for the Six Year Program. On March 30, 1977 we will mail you a supply of the revised SA-1 and UAB-1 forms that are to be used for submittal of the Six Year Construction Program by July 1, 1977. Thank you for your cooperation in establishing a form for the Six Year Program that will best fulfill the needs of all concerned if you have any questions, please feel free to call R. B. Davidson at (206) 753-3811. Sincerely, W. A. BULLEY Director of Highways < ITH EG (N Assistant D for WAB:rj for State Aid KE:CLF Attachments cc: E. Geissler 'emm• chaLnml A. H. Parka, Vi,gmia K. Gunhy Iuha Itml,, Hannan A rn...n.n a.«.,.„ w 1 ei nw Lorna Faam Luc ClarkIDn r ? . TM' ? ? I f a r ti ] ? I .Ein41F1 ? ??ul ? ?? t rl I I .;A F rFd r ? ?? 1 ? ? it ? f• kCj r !l i.?t I _ ?. t r 11 I' ?q 1 I rl 1 ,? .'.r I Ir +?r t T d r j v JY p co UpN ¢3 do d w a c W O Q Z r } Q ?g p Z 7 G p W F_ p w F O?VO ¢uw. JN QR u U2 FI OJLL. . 'C4 ? W 3dAl snivis r? r V O ?Y ?R U2 P"7 Y. Sw 3dA1 s gdAls C) NVstlnnventl M < , .4"t a : snlvls N ¢ . J° p N . q N f y a A? ? TIM H 'DN i 'nD'ONnJ V ' ON N011335 w J 50 Z tpl HC ? U 2 o rym~? OD t W UL H ' ?'+ 03N'ssn c s a e W: b n W p G O`'i .k? 'S n 0 0 0 0 c w 4 i Y r y? 1? 1 ? t i it I F ate--- _ r-? r=J CASCADE POLE COMPANY P. O. BOX 1496 TACOMA, WASH. 572-3033 - ARLINGTON TACOMA OLYMPIA LONGVIEW - - - Rall Water Truck IN S Lcs ?c? C L K ?l i? L- ?Cc X ?? 30 22 ru x ?Z t " 16 5©d ? 0Gx- 5 f?2 r-n2• - ZC ?crac%c? ' C'alort? 35 0 0-0 / ?a etc ra r i7 Sur ? VZ rlar 4 '?3 5, D , , r., o? ? cJc.(ki. c,n? om r,rorn Ors r, Trek n„e Pr--, Tr nnu,mnr. Wesmrn Rrd Cetlur 0-94., rir Pan, . Pnsh i4invl L-Iw, Tins , "Timber Conserving by Wood Preserving" . ?"alp", "'TkY??+n:?G`Tf'"?'+?A???,xawr•. m=...m-..- ,ww,.wnSFt f J CASCADE POLE COMPANY P. 0. BOX 1496 TACOMA, WASH. 572-3033 Y ARLINGTON ?! ^11 /j ?/ lil\ TACOMA C - OLYMPIA LONGVIEW - Rail Water - /Truck ? ?/?J? IN,v Na ?' ?OOo I' Ir(TEZ?CC111,Js } ?/ '/moo I-{ !? Er ?, 10, oc?o y, '1??FItdc1-1 c L 6Sv,-(1f1 ) Crco- Punta ONm Tnnk and P,,, s ru T-,-.- Wnsrern Rad CnJar Dow,llns Fn Pnlns Pony Pill n!1 kumlrrIr Turn ''Timber Conserving by Wood Preserving" u r k TIT rJ CASCADE POLE COM PANY P, O. BOX 1486 TACOMA, WASH. 5723033 - - ARLINGTON TACOMA - - - OLYMPIA LONGVIEW Rail S Water Q L T ruck 4. 3IZY r s?? y 1 ?r i r crr 4:;, ' mwl? rnnm OPm Tnnk nml rrrr,, n, rnmr„,rn,s Wu,lern Rnl Cutler Dorglas F"r • robs • roils Piling Lumtrnr / 'Timber Consorvin9 by Wood Preserving Q ? 1 l,xr .l?4?'}iSti a,'c.txa` i, t5h4,i h7i Y+r:?.?? u YAW.:. li rzn CASCADE POLE COMPANY P. O. BOX 1496 TACOMA, WASH. 5723033 ARLINGTON TACOMA ?Iy?n er (G ?_Ic d' 0?..:¢nG _ ' OLYMPIA I LONGVIEW Rail I. ILm-L x ?? K I% x Lda r-.L...l ? Water Truck IrllO rn?.: y- I S' j -hn 46, Ind \n1 r dan Et` Cpl c.r ?a , Nf1(1^aws/' - ??OOO y?j? ?r,? = 10, Oac /h ??h Clna _n;,, oyur tur.l u Ir Jo Atl < .? .? e L) a L-1 +? !;; IC "I le" k/ al, cr?oror.. r.,..u 0-, Tnnk ,nd Prnssun• Tr.•mnu'..n / C Q 1 v W..11m R.•d Cudar ODOgl.l, r.r Pol„: Petit Pdrr.O Lumbar Tu!s "Timber Conserving by Wood Preserving" 7 I AM n, ???1?.? 1 .,y! Il ?', l?a ?.? kT..Y? .?fl1?..Y? ?1...i ??."iti1'?.?'.,:1,.+W.•4M?1? ?? P ,--J CASCADE POLE ? COMPANY ' P ? • ARLINGTON rL O. BOX 1496 TACOMA, WASH. 572.3033 TACOMA -"?u Lo /I7P - /I7/° ] OLYMPIA q P Sou 4? /. f3 - ?, y3 LONGVIEW C nu x v W cat 1 Rail Water q'r'a?e 3 s„/ /ttc - t Truck cl ?Yan ' ) r? c C.u d P I a F / ca,de 35 nu ? /hr,i, P1,2?,4a ?a CD, x2Z c670 7-17 z"I C (3000 F o37 7 i 1t Crcosom Penm Western netl Cet1,v OPen Tank ants Prnss'ro Troutmunts Douglas Fir Polnt Posts tN . imq . Lumisar -Ties "Timber Conservin b 9 Y Wood Preserving" ,h. ,1 I 5.:4 M h n OT Cv :•-? Gi N r( O: ?O CI W: rj ti:.T G W; 7 y:, a D' _ ss< C u °? 47 -WU° E E v° ~ ozo 0- c O N V a t_ p E ( ? Y I L a° ro ° W ' t>n?a > 0 ? u? N 3d.iuc? _ o 0 Z ?_ o4cu zX G .. r 1 0 h ? } ` f I r t I t? 4b ? ul O O O N O O O O vl O O O v? p h W v ? p ? I ?p .-I O h O W N tV .y H H O N vl N :rt N I H N H N .i N ;--f O N O l ' - v :A N ? ? n :/ N p 1 O N v '-I N 1 4 N h O l7 ? N ? I _ N N M u 44 O N ?p N :D H .-1 N N N N p N i Q Q Q W W W Q Q Q Q W ? °. q V U U U U U U U U '• " w Q Q. Q Q U Q U Q U y°_ q. 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' c February 2, 1977 ? _ Ernest Ernest Ceisler,.Administrative Engine er r C ounty Road Administrative Board.-' 67 30 Marcin Way.N..E. t Olympia, Washington 98504 Dear "Tr. Geisler: - p rq eby submitted is the 1x Year Her Resolution for the years 1977--1982 Construction Program and Initiatin g . Very, truly. yours, - '. Edwin A. Becker, Director Department of Public Works EAB:n1 Enclosure A?S? 171 ? Y ` }f. .. .+trrtl:y: Ui t I 'f tW 'laY???t,. t'L 1t r" "a a Y } 1 2 ? 751 t J Y+ ti ? I ? ? Ur F ?? i t1 ? 1y i i ARM= yu : NOTICEOP; PUObIC MEARIN0 ,- , Nonce le'her.by lven h.t D Public Nexrlnpwlll be helA ati>ie': ; :1io f 10 ' 0 : - . u o : 0. m , Mbndey, J,F, -20-1976, h the Cbmmleelbn.fe; Chambere;-:Jofler¢on: C"y. , Co th ee, ,PO t •To wn aenpl - ?????? ? n3o mmo ,1ne.Jet- RESOLUTION NO. yam,--.L(o :,.W em pion lereon County SIX Ye.r '17oa1? . Prag m a d' Iho A nua?' flgW' , tl CO et o Pr anm for .1 W8 ? 60AF10 OF SIX YEAR CONSTRUCTION PROGRAM SFFCr, b14 GD UI ?7Y' co t t '.O N EPS 1977 to 1982 r 6 ?.? crao-man ,SEAL ATTEST:. 1; Tr rr .a 1' 1 1y 000n1Y'Aui ttl . 'y . '. Etro tilt to Cek l thn R'-' - 0026:. WE, the BOARD OF COMMISSIONERS, JEFFERSON COUNTY, WASHINGTON, do.hereby approve and adopt the. following attached SIX YEAR ROAD CONSTRUCTION PROGRAM from 1977 to 1982, after consulting the priority program array. APPROVED .and ADOPTED this 12th day of July, 1976. -p 1 `•. BOARD OF COMMISSIONERS l/ JEFFERSON COUNTY t SEAL irman - s 1 f •' B.G. brown, una / ATTEST: bleat , Member e Betty/ nderson, County Audi. and Ex-officio Clerk of the Board Carroll M. Mercer, Member pN d r,? r11g S. ?"'0? `dpi " x I 'I • p?` ? ?W??t? 69"? ? C , I'? ?y??y? rf?'yJ & E?14 16' '?i d ?,t s ° nuL4t ?Qf(e ' ti ?11r IV rt°,'r lr? ?3 t 1.r "17.AI 1- A ? 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Co r e v z u•r ? Q 1 Z F F S ? 4 I j r. - 11? w Mr. i ? r? C) rn r, µ m nl I oo+i 0 x ?: o c n ` n A'' i ? o 0 0 0 0 : ?! ®? o d^o o y 0 ; ?p ni n V ; ? i , t 1 U ,1 Y W ?. ply ?? I I Lam. ? _l._.i J 't? I ro ?? 7 n w'; it r ?1F ? t: a - ti ? yy r y ?• t 1 tl 1 F 1v ? a Y - SAS 3 K h +??i?'?ir Y 6 ?+p t 1? ? M? ,A • a ? ' ?. ' j 1 4 Y f I . . FNS ? t y 4 `r' } . ..; ' r ?,j?j l 1 ? 1 { 4 7 ? 6. y? i i M r u _a i f C -.2 py f.1 4 ? 1 t. ? E f N 131 I t * • E Y0 ° W Ea ` (17 GnNGw o 0 f. Y 1 L - 1. w< r G II?? ?a lot I 1 I ?b ? ?I 71-7-- T i Ia`, a ? ;?' lam]. - 1 i I s' t i' 1 ? 7 ,1 L L i 1 f ? ? - ? a ?q?eaz X k x Y , X ti k ]G X _k ' G C X L4 X !_ a "6 i a N ?r,',• ?{ ? { of ci o; q ?f 4.' ? `O ^' '1'1 ?' ?' S-r 1'31 O p N K+ ? I ? ?'; ? y'X. 1 o cf ,' o o d ,p i_ s _? ?l. 0; ?v `%i i???of? ?o,e1 ado' b? '• i ? ? ( i y $? yi 'Y yT 1 ? I 11 111 ?? 1 ? S i ?. • ? f., ii 1 I ? ? Y J 7 ? 1 it a a p ??; qq C f ? + i h i? ??j ? ? • ?? yS1 p ? ti I ` ` '1•: ?' 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CountY Road Administratinn Hoard 1501 Capitol'.way Ol,Ympia, wash. 98504 Gentlemen: i j Enclosed is a copy of our and Resolution N 6- six Year Road Construction Program j` o. 3 75 which adopts this program dated JU]y 7, 1975. Very tnu7y Your, . _ ?. r { A 1 Edwin A. Becker, Diregtor a Department of Public Works EABtmk i Ence..(2) ,?, r ' y ? r ? N f.ij1 1 ' ?` t c 5? t 4 M1 ` i RESOLUTION NO.? SIX YEAR CONSTURCTION PROGRAM 1976 to 1981 'WE, the BOARD OF COMMISSIONERS, JEFFERSON COUNTY, 101ASHINGTON, do hereby approve and adopt the following attached SIX YEAR ROAD CONSTRUCTION PROGRAM from 1976 to 1991, after consulting the priority program array. APPROVED and ADOPTED this day of July, 1975. a I ? v ' l ! t SEAL 4 ATTEST; Betty J. Temple, County Auditor and Ex-officio Clerk of the Board BOARD OF COMMISSIONERS JEFFERSON COUNTY B.G. Brown, Chairman A. O'Meara, member 4114/1?I Carroll M. Mercer, Member '? l . l 4 .4 I K E y'f ? ? t 'vp dT { ' 'I r l r ei ! 11??? ? r' r 1 F I , , e ' ? 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N rl ri N O O N M N D\ L? ri 7 n m o 0 0 o H o. 1.m I'D cl 0 8 ti S o o o S S o 0 8 o a S i' ? . .1 0 0 0 CS ti ti o i o 0 0 0 0 0 0 8 o `o 0 P4 yl A y A k o 3 x A O _ i+ N ul a y pl N N U i l O q ? O - O F asa N . .?? .--11 N N p p pOp (??1 .V .?4 N r .?. U c; Y b M 47 W N rl rl N N r-I U N p ? O o N 'D i ? r d r -I I -i r?-I U x V N cu 41 O N V u k 1, H O H ~ ,?. .{{ o U W W W W W L? N c °o 07 co co co N N W I - k N N ri o a 3P? O U p N U p S El N f3 N N Y O ?r x g' b Y> C?? o o x z t3 O O qq N o Efj1 ?' O '^ C frl vl N HH ol > ! r r r a g w w ° k w P u e m r n a k ? ,? pp O xk p? o\ aD M cpp M _ H In r-1 M N rl ?a In p M (? rl rl In 1 In o? l? ?O ?O - .? o? C 7 O Y . N O ? ? ?I ? ( ? O In In ?'-k1 p u'I ?' 7 -7 !"Jl M I O, N N N N m m 1 r In r i j r l O? 1R ri N m -7 in b N W D\ O r-1 Nm -?t I co a, i r1 1 1 0 ( ll ??. p. >i r a t u1 N N M N r1 S u0i O h l ?-1 . i ? rl 4 ? N ? Ok i d y E - m ? A° z ~ m V t e e° UN N N ?r% UN N N 0 m in U\ y - N N ti M O ... I?.A 6 CC> S N N 10 N ? 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V . d a H qN 2 O N 2 p 'U o ? °' a U ti 41 6 a p ti . ? a a U p a ; ° y q m S v i d 0 5 a a' rn N U 0 m N a .r j b R1 p OI ? ? ? ,g k .q v p, 21 O N ?-7 M H W N fA U W x A 7C s ti O .?-1 N N M O co - 8 N Capp ti O, x O M R . ? l? M Ifs Ill CD E R N M M A M CR ?O N l r M rl .7 M x N K 0h N M \ p N N co m o N N N co N m r'n M r M M s i 1 , I rn en M M ax?asn I 1 ® ? 4 inn _.___..?__ -__?_ • ? ?.._ ___. .____.? _._'_ - 'li, ?'S r '? 1 r ,r r l I + 1 ! i ' 0. (f S 7 5 r r 4 r? S k r y? r O x? G D ec. 3, 1974 County Road Admin. Board 1501 Capitol Flay Olympia, Wash. 98504 °r?J??, :{ Gontlemcni ? r ' Enclosed is a copy Of our Revised Six Year Road pr December 2, 1974. ogxsmr dated # Sincerely a ,??{fit art; Edwin A. Beckor, Director Department of Public Works, Y t EABtm.§ a Enc. (1 s ; " 1 ? l t? Q gill U R O;N: NE m: tt uOi N Nir1:?V1 W; W yl h: 3 z °< t Aj ..tlr 3 S L? U. o.. ?. t? ?9CC tq '?*gaa s, 'I V 3 \L 4 O O O v h• O H O u\ in 0 0 0 0 0 0 0 ?•, O ti O N '' to In ti N N W ?? N 10 M rl ri rl ri In D\ N G ? 0 N M N N 0 0 0 0% f f N N 0 N O N L" Y ( v\ r f cu N th+l F o w o o W\ o 0 o In In ... N M N 4 N rl ri r? N M o o M o N •. N t _:t N r u \ . 10 - ? . r cn W .A W W A A A q A ' o A o g q W G U U U U R A .A A V . U R1 U U U W P9 W W Pi U ' q q . . f4 A U U U t W . Ri . d m w w d d C d d w U . . U U U PQ W P 'w pi E =-.42 d72y? U d U •y ? f, .d U U d d o U 6 6 d d U. d C ? CO n In N 0\ O\ O -. co O N ch .%D OD CO ti O C\' N < cn 10 O\ \O N .7 N \0 \O O\ M N. N : , rl ri N' C\ O M o! Ci - :-1 M N .-1 N ..7 N " N O o o o o O ri 'Z C I O .-4.. M In u\ In ti N N O .7 \O O N O\ \D \O co .. O L? O0 M. LI . O \O O\ \D O\ N \O \O .7 ri M N N rl rl N c O N N• N J j N M N .•f O\ .7 u\ M N 0 0 0 .0 o ri N O r1 . M . i 8 88 ti ?8 ?? 1 8 8 8 8 8 : 8? ? 8 8 o- o o . ' . o' o o 'o '1 . o 0 o 0 0 .?.r o G;'. . : x a . 1 I o P cHi c?i o O o o g .. o o . \O \D co co l H H O N 0" N N 00 1 a0 m O\ pp -t O 4 \O H \O l ' N -1 N rl rl r N N zr \O \0 ,0 , \0 \D \0 \ r N r . ' m •. rl q M . ? Y Y u O v W ? O ¢ ¢{{ F N C U v y y Y +> N •0 H H a k 9D s d „0 rn O el w w Y ' m O P, W O 0 W n M 0 O O x x N o H U •?d o v u1 r: b > ++ Y u 0 , a i H 41 N . y W ? yp f+7 A x U :s x { q m pi ? N k V ON C, ' p (V 0 „ oqk O \ O ; r M p s Q O\ (+? O\ N Cz N cli N N 1 4'\ ri r r •1 . ?Ik rl N M .x In \0 t- 10 M cq' ( rl rx•1 r?l r?•1 '?•i c r?l N I }!y7 < U to V1 In O (l?? co 0 ?D M u0l j V\ p InNu1 O o In M rl ri ul 111 ? l? W N ? N .! O \ N ? ~ ti O X co o " ` n n M Cu N N N t _ U\ - O, .. x Y ... - u? O O u,\ rl rl M N ` N tr\ . :r cu l _ r ?O. ... .. N .? L . N N UN N to . N 'f A A A A A R q' A R g q R 'Rq O U U U U U U U U U U U .- V ' U U r 22, ?j ?,. ? N W: q q pq Ri R7 FQ P4 P7 R7 6 4¢ H W \ . ,? . .v d C d C 6 4 6 6 o W 6 ? d v ..?zu.: Cd d U d?d d d o d. d d C ¢. . o, U d 0 , . , -t CD N 'co O O O co o ?O T N? ? 'M co ? - - r O O O rl N .y O O O rl rl r'y1 O .7 nl N: M u rn n S co 1 o as r o co v. o ° " ° _ - o oo m . u ? a o. a . ' . O O [? N. ?• N O O 'i g rf_ N " .. - S S S S M o o S O O? O M r?•1 S ?j S N ?j r? ? O O LA O O r4 O O U O U? ? c; N M O U\ , . ' O O.;•ri - .' ?- N > 4) 0 4- ol ' ED ED r; U\ d) 43 , H 'o ok cl, 0) F4 o 13 U cl r 1 gy ' H b tio w vii s N ' O •v p . •1 K ? H T r i v? b ? X .2 ? .7 N pp O.+• q c m ' ? m co 0 o ao 0 o .o x " o e O\ O\ M M N N N N 7 N CD &Q o rt N 01 \O r1 ' m• N rl ? , O L • F 4 ? rl O O O 41 ? 1?S, ?? Z ?4 g N a p0lp ! T1 nt . 1 04 H •+ p > R • O . 2 .. f - - w u d 1 k op y b f w A Y z H m v b ? "7 ` . O 6? H •"• o V y N 0.' W ? y ?y ? aTf? w F p r?C1 N ' d j b T `7? W +d H ? a1 H w , +' -p- t FN7 ? , 1 Uj '( ? r ', `• 3 pC p , y H N .7 H W W N N R f?A '.t0 '. H O i 1 o ? ? ' :: 47 C 7 h^ ti l a * o m ?N rn a, 4 S cV (NV M N w c e- .n .n ? ti i4?. N O? M In x •D A M M M M .o N u, ri M rl .7 :t* ?• N rn •1 cv r s fA 4R ?' - M N t ?' V\ l0 h ca m o r•/ N M .x in •O N CO Q• O .-i N N N N N N N N M M M M M M M M f'•1 M •?• _;J• q . 7 ;} q i O?•'h m h ? i ?1 aW?•'. N? 1: .r-o 8 O _?'Ea y ?6x Q. o r .F a • vF a ,? t F V L ? ? ow as ?t ? oFa3?? o a) N O }lipid • a? z a ? 7) 8 L A E +dzi Q r o mo*- x.? rr Ito O .I Q) a a s C7 O m 0- 0 E4? m? u J u n 21 c m ' u d Cc V u G v o w oon a u ;.C D A t z tr? c u u a T u ? o m r' boa z ?- ZOO ¢o o m F 4L I U ? w u D m O N ? Z w 1- G u: Lu LL o m: in + N 1 V Q m N Y' i hl n W O n!'cE H co tl1. ?w 0!'4'd :?an o aloJ m uvq. in/ I.,w^e t- d e +- mm oc- W) a 0o •t ?U ? -VOM do. - voopJoroV4 4 O Y Z3o w-C U o ? O ? av Z tL o C'IIy Z ?. ¢ o°` 4LJ La ? .c 0 03 'oN WNI I AL u a w w Z J Q a W< o F a F u o a d j 6 LAS Ou u Y? 0 t? s- ?. ti 00 7'ti?hl •E',?{,(j?wa.?;yu?. 5 '{'?;'?' 1 `'r, r m _ i i i ? 4i ?, A d" v c I 4t Fr2w'1{kr ? 1 f, E'G !. ^ ail ft ? r, ? i, rt+. -S?Ja r ? ° } lwY?? r i iy l INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format 02 characters per inch) for coding computer input Only that information appearing in the coding blocks will be entered on the computer. Additional information may be included on the form for the Agency's convenience but will not be placed on the computer file. A. An obligation program indicated the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take piece over several years. 8: Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. C.. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County: ............... Enter name of local agency and appropriate county. County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8. City Number: Enter the O.F.M. assigned number in code blocks 3 thru 6. Hearing Date: Enter the date of action by the City Council or County Legislative Authority. Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number: Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO.. 1. Item No ................ Enter local agency project identifying numbers in chronological order. 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name and termini in code blocks 9 thru 35. 3. Major Class of Work ....... Enter the appropriate code number(s). Enter major code in block 36. t 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases - `, 's 3. Minor widening (Increase lane width, add shoulders) 8. Non capital improvements ' 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use 5. Resurfacing ' 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading L. Bridge B. Draining M. Landscaping _ C. Light Bituminous Surface N. Paths & Trails M ' D. A.C. or P.C.C. Pavement 0. Bikeways E. Sealcoat P. Transit Facility F. Curbs & Gutters Q. Commuter Pool G. Sidewalks R. High Occupancy. Vehicle Lanes H. Channelization S. Surveillance Control & Driver Information 1 i 1. Signalization T. Furry Facility r J. Lighting U. Project Studies K. Signing 5. Total Length in Miles • , .... Enter Length of project to nearest hundredth in code blocks 41 thru 44. 'yr`+ 6. Functional Class .......... Enter one appropriate code letter in code block 45. ?. M - Major Arterial (Principal) S -Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access i . 7. Rural • Urban ............ Enter the appropriate letter: R -Rural U -Urban in coda block 48. - < 8. Carryover Project ......... Enter (x) if project is carried over from previous years annual element, (Funds wore " e not obligated during previous year). Enter in code block 47. 1 { 9. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-year SnV program in coda blocks 48 thru 61. +• 10. 12. 12nd, 3rd, 4, 5 & 6th years) .. Enter estimated project costs to be obligated In each year or years In coda blocks ?Ya7zj`p 52 thru 55. ? 1 tt •' - 13, 16, & 16. Funding by Source .... Enter the dollar amount to be obligated under applicable funding source column in Yi. appropriate code blocks. a 14. Program Enter the funding source program. (FADS, FAS, SOS, etc.) in code blocks 68 thru 71. 17• Total Funds ... . ......... Enter total project cost in rode docks 80 thfu 85. l d tI ???. [ -'! r: ?IA,«.,. ! '?d"!`^4 n,. ?! (ryr?4 lY r ? s y 7 ' :I i I O t,. t I t h h I k >? [, Infk t ?., t stir I r L W All 4Q o c ._ 'd a o m O ?I 8 Q a C7 O a a Z ?e O E? .r U. m e J v° a [D c ? a o d cuL qAt rV. z to t u o. n n H 2. sa? z +- u (5 QO F; LL V m c9 w O ?t U I ? i Z .2 n tr i p Z Q ? i ? 0 z c W: I tu LL co L In t t9 ? v N Q W n Z ? ?11 Q U' CQ ' + 'in?'eE 3 to vW 0IQQ JPA O .UVD m uvq- jn/ 1°J^a t- op r uoJ}-'unJ m s? y a m oc- LO oa a U >f?oM do. vvol??oroy? ?k O 'Y z3 0 ? o u p O Vw Q O , CO - o ? C d I r I A 'QN wa1l .! W W Z c o a pJ W Q u ' a m d I? Is s 0 m r? Qa n 11 } t I r {? ii Rr - k7r. i h-,; ?iiir . INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form Is set up in "Elite" typewriter format (12 characters per inch) for coding computer Input Only that information appearing in the coding blocks will be entered on the computer. Additional information may be included on the form for the Agency's convenience but will not be placed on the computer file. A. An obligation program indicated the allocation of funds to major phases of project development i.e. preliminary engineering right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regardless of location or source of funds, however, urban arterial trust fund projects need to be included only in six-year transportation improvement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County: ............... Enter name of local agency and appropriate county. County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8. City Number: .............. Enter the O.F.M. assigned number in code blocks 3 thru 6. Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. Adoption: ................. Enter the date of action by the City Council or County Legislative Authority. Resolution Number:.......... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 1. Item No ................ Enter local agency project identifying numbers in chronological order. 2. Project Identification ...... Enter appropriate information noted in column heading. Enter- Route Name and termini in code blocks 9 thru 35. 3. Major Class of Work ....... Enter the appropriate code number(s). Enter major code in block 36. 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases 3. Minor widening (increase lane width, add shoulders) B. Non capital improvements 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use 5. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading L. Bridge 8. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails D. A.C. or P.C.C. Pavement O. Bikeways E. Scalcoat P. Transit Facility F, Curbs & Gutters 0. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelizadon S. Surveillance Control & Driver Information 1. Signalization T. Ferry Facility J. Lighting U. Project Studies K. Signing 5. Total Length in Miles ...... Enter Length of project to nearest hundredth In coda blocks 41 thru 44. 6. Functional Class .......... Enter one appropriate code letter in code block 45. M -Major Arterial (Principal) S - Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access 7. Rural • Urban ............ Enter the appropriate letter: R - Rural U - Urban In code block 48. 8. Carryover Project ......... Enter (x) if project is carried over from previous years annual element. (Funds were not obligated during previous year). Enter In code block 47. 9. 1st Year (Annual Element) ... Enter total project costs to be obligated in the first calendar year of the six-year program in code blocks 48 thru 51. 10. 12. (2nd, 3rd, 4, 5 & 0th years) .. Enter estimated project costs to be obligated In each year or years In code blocks 52 thru 55. 13, 15, & 16. Funding by Source .... Enter the dollar amount to be obligated under applicable funding source column in appropriate code blocks. 14. Program ............... Enter the funding source program. (FAUS, FAS, SOS, etc,) in code blocks 68 thru 71. 17. Total Funds ............. Enter total project cost in code blocks 80 thru 85. 0 0 +tlz' nQ u c c °- •6 0 ? Y ? K O 1-- Q)I a 8 c G E d4 aor. D A t O E `' .s Q] c 0 d a 0 a w z M C t c a S 0 Ada C VUU. 1 lQ - Q? 0 Z) N LL N ? v m ?° r Q U m r A o ¢ ? O c9 ? - N Z 1 z ?r z O Z ? ? 0 2 O V. r 2 i l • tv o q ty d i y 'n w 3 O o! -• y w 1. d .aw X); ag 4an o ,uoJ CO u vq ?p/ ?anb h gv? vuo?youn?. ?y < U F?.2 a o a 3v WJOM dv.sov?? QY Z? . g l' u I a o? ? z N J ZI h-a?,c a of W cc n .oN wt?I ? } i N 1 W i ? m 1 is m gm FC od O? INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM " - NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computer input. Only that information appearing in the coding blocks will be entered on Me computer. Additional information may be included on the form for ' the Agency s convenience but will not be placed on the computer file. A. An obligation program indicated the allocation of funds to major phases of project development i e preliminar e i e i - . . y ng n er ng right-of-way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even h + t ough the expenditure of funds may take place over several years. "' ° ,v • B. Include all proposed projects regardless of location or. source of funds, however, urban arterial trust fund projects need to be included only in six-year trans ortati i - p on mprovement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: - - HEADING City/County: ............... Enter name of local agency and appropriate county. County Number: ............ Enter the O.F.M. assigned number in code blocks 7 & 8 . City Number: .............. Enter the O.F.M. assigned number in code blocks 3 thru 6 - ' .. + :• . Hearing Date: .............. Enter the date of action by the City Council or County Legislative Authority. Adoption: E _ .................. nter the date of action by the City Council or County Legislative Authority. Resolution Number:.......... Enter City Council or Co Le i l ti A . g s a ve uth. resolution number (if applicable). COLUMN NO. - 1. Item No ................ Enter local agency project identifying numbers in chronological order. -?* ' 2. Project Identification ...... Enter appropriate information noted in column heading. Enter Route Name and 0 ' termini in code blocks 9 thru 35. l 3. Major Class of Work ....... Enter the appropriate code number(s). Enter major code in block 36 . . 1. New construction on new alignment 6. Traffic control p 2. Major widening (additional lanes) 7. Capital purchases • 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements r _ 4. Rehabilitation/reconstruction 9. Non Motor Vehicle use ' 5. Resurfacing 4. Work Codes ............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40. A. Grading ry 4 ?T"0 L. Bride B Drai i . n ng M. Landscaping c + C. Light Bituminous Surface N. Paths & Trails D. A.C. or P.C.C. Pavement 0. Bikeways ' E. Sealcoat P. Transit Facility F. Curbs & Gutters ' {p t O. Commuter Pool G. Sidewalks Ls of R. High Occupancy Vehicle Lanes H Channelizati i i ? ,•. . on - S. Surveillance Control & Driver Information I. Slgnallzatton - t' } s, . T. Ferry Facility J. Lighting a , _ K. Signing U. Project Studies. t ' 5 l . Total Length in Miles .. , ... Enter Length of project to nearest hundredth in code blocks 41 thru 44. 6. Functional Class .......... Enter one appropriate code letter In code block 46. M - Major Arterial (Principal) S -Secondary Arterial (Minor) C - Collector Arterial (Collector) A - Access S ";•, L 7. Rural - Urban .......... • . Enter the appropriate letter: R - Rural - U - Urban In code block 46. 8. Carryover Project ......... Enter (x) if project Is carried over from previous years annual element. (Funds were `?. not obligated during provlous year). Enter in code block 47. " f 0. lit Year (Annual Element) .. Enter total project costs to be obligated in the first calendar year of the six-year le t?y ylt,? a Ao "°' program in code blocks 48 thru 51. 10. 12. (2nd, 3rd, 4, 5 & 6th years) .. Enter estimated project costs to be obligated In each year or years In code blocks 62 thru 65. 13, 15, & 16. Funding by Source .. , . Enter the dollar amount to be obligated under applicable funding source column in ' appropriate code blocks. p' al 14. Program .. Enter the funding source program. (FADS, FAS, SOS, etc.) In code blocks 68 thru 71, 17. Total Funds ............. Enter total project cost in code blocks 80 thru 05. r 0 0 Ati 1 ?? ?6vi'a4rsi? ;?i ? ;...-:ais.:_,..xx.?..r : .. _, . .... _ , < „eNr?ader` S 1 '.:'.9 M (dC?V? VJ d X K ?i?+' ?Nl Y ? ^I np}P,Y,:: X4 W 1?.NCA?tl4 '111 N4. ,? - '?4Y Af 'u .RU?:.1p?1?S s A Y T? y r Ya A: W IP ,.yy A, r _ ?,( { y1 v1 Des ob. 70 1u2u?r eutFS" FRANKLIN T., FISCHER PROFESSIONAL LAND SURVEYOR 930 WASHINGTON STREET PORT TOWNSEND. WA 98368 (206)3135-122S ?? ?odR %?tTa?ina?'vrv /4wD?K Cpri//I72?, Cr h'o`g - r ??aa J y mom , ly ? ,I r Y ?L +I*I?4 7 I t y v ? , t: a ? ? 1 .;`( I.. Very i? I J 1 F 1x 51 . P I r ? rN ?. !? ,?, Franklin T. Fischer Professional Land Suruevor 930 Washington Street Port Townsend, Wa_ 98368 (206)385-1225 October 31, 1984 REASONS FOR USING OUBACK SUBDIVISION OF SEC. 18, TWP. 29 N., RNG. 1 E., W.M. (1) Alan Duback, in a survey recorded in vol. 2 of surveys, page 5, followed the survey byJ.T. Lay of Nov. 26, 1947 for William L. Hiller, in which survey the section line between sections 7 and 18 was established at 90 degrees to a mile and a half section of the Willamette Meridian with two missing GLO monuments, for which S.T. Lay singled proportioned the lost positions. :.Subsequent surveys in section 7 have relied heavily on J.T. Lay's work in that section. [As have all surveys in the south half of Marrowstone Island necessarily relied on the work of Lay, in that title to many subdivisions of property and location of many occupation boundaries are direct descendants of that work.] (2) J.T. Lay, in establishing the presumably lost boundary between sections 7 and 18, used a theoretically incorrect procedure. Article 5-45 In the 1973 "Manual of Surveying Instructions for the Survey of Public Lands of the United States" (and similar articles in previous manuals) states, "Where a line has been termimated with measurement in one direction only, a lost corner will be restored by record bearing and distance, counting from the nearest regular corner, the latter having been duly identified or restored." "Record bearing," of course, means here a true cardinal direction in that the GLO surveyor purported to run the line between sections 7 and 18 in the direction "East." Article S-45 allows for an exception to be made from this rule when a "retracement" of "many miles... between original corners" reveals "a definate angle Prom cardinal that characterizes the original survey." In this instance it is not believed that the exception noted should be invoked, and, hence, J.T. Lay should have determined and used a true "east" direction. It should be noted that Lay based his bearing on a solar observation and ahould have been able to come up with a cardinal direction for the line In question. One could speculate that Lay felt that 90 degrees to the Willamette Meridian was a "best guess" as to where the GLO surveyor ran the line, and that Lay was, in effect invoking the exception to the rule noted above. My traverse connections with National Geodetic Survey monunents indicate that Alan Ouback's reestablishment of Lay's line btween sections 7 and 18 is only one minute and 13 seconds out of being In a cardinal "east* direction. As a result of all this, It can be said that, perhaps partly fortuitously, and, certainly as the result of a well considered survey, I.T. Lay's reestablishment of this lost section line cannot be faulted, IF IT IS LOST. (3) Goerge Rests, at some date, 1961 or before, found a fence line and an Iron pipe along the fence line somewhere near 1320 feet easterly of the corner common to sections 12,7,13 and 18. This fence line and pipe were south, between 30 and 4S fact, of Lay's section line. Lay was aware of the fence liner he portrayed it graphically on his survey. The section line, east of Oak Bay Road, -I- y ?ri r? ¢•)r Fi,?, ? lr I a ?}; I r r .1 1 { ?1 r 4 1:. r) A q r?h + r ?? ?• a 'i. rfl. which is where the fence was (it did not extend from the section corner mentioned), was not, at the time of the Lay survey, nor has it been at an ti y me since, a property boundary. T.R. Yarr, the owner on both sides of the section line east of the county road at the time of the Lay survey, was aware of and ., `} subsequently concurred with the J.T. Lay survey of that line. This is < y. demonstrated by his conveyance of property to his daughter, Grace McMillen , recorded under Auditor's Pile Number 140411, which cites Lay's bearing along the ' section line in describing that portion of the property conveyed lying in G overnment Lot 1 of Section 18, The fence, purported by Roats to be on the e c section line, has long been destroyed. Yet the fence, along the south side of , the Yarr-McMillen property, presently rather new but being a perpetuation of a long standing fence line, agrees substantially with Lay's, and consequently ' Duback s, section line. It does not agree, by a wide margin, with the useage of the old and destroyed fence as the section line. In a telephone conversation with Grace McMillen, on October 29 of this year, I heard her state that she did not know whether the old, destroyed fence line was the section line or not Sh . e did say, however, that the existing fence (which substantially agrees with Lay) was established as the southerly boundary of her property (presently owned b o y her s n), and that she has long heard of the work of J.T. Lay in the area, and that she has always assumed that Lay's work was correct. Goerge Roats has used the location of the old fence as the section line and claims th t a using such a line agrees with property use along the section line. It, demonstrably does not , agree with property use now, but the question remains as to whether it was a perpetuation of th e original section line. There is no indication that it ever existed as a fence li ne emanating from the section corner, only that it existed to the east of Oak Bay Road. Hence it lose t , s, o my mind, its last chance at having a legitimate claim to be an thin th y g o er than a fence line. -2- 1 } y 1 n 1 s,4 i i i 7d { v' r t 'r i.? I 'i a ?, err`.' r 3'F 1 4. ' F' ty k I v 1 i 1 ?iw I]EAR ING. NOTICE SIX YEAR COUNTY ROAD ?ROJRAM NotLce Ls hereby gLven UYrL- the Jof'fcrson County Board of CommLssLoners wLLL conducL- a hearLng on a1' 1:00 P.M...Ln the CommLssLoners' Chambers, County COUrtheLISe, Port Townsend, WashLngton regarciLnY L-he SLx Year County Road Program. JEFFERSON COUNTY BOARD OF COMMISSIONERS 9 G hrown, Chairman _- - °-a- , Member J ...L c L 1. L Larry DennL?on, Member fiEAl_ ATTEST : Jerd.ne C. firagg_?.___ CLerk of the Board fd A' i - gg? F. 1 l? h ,fl 1 ? ? f 1 S V , t Y?' l y Yi u t1 y? I 1 t r : ? t? A b, , r RESOLUTION NO. REVISED SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM 1985-'1990 WHEREAS, the Board of County CommLssLoners adopted the SLx Year TransportatLon Improvement Program for 1985-1990 on June 25, - 1984 under ResoLutLon No. 44_84, and WHEREAS, the pLan needs revLsLng to LncLude Urban ArterLaL Projectsheretofor not thoughtt'o need LncLusLon, and WHEREAS, a pubLLc hearLng havLng been held regardLng revLsLng of the SLxYear TransportatLon Improvement Program, NOW THEREFORE BE IT RESOLVED, that per R.C.W. 36.81.121, the SLx Year TransportatLon Improvement Program for 1985-1990 Ls revised. APPROVED AND ADOPTED THIS_ DAY OF 1984. JEFFERSON COUNTY :CAP.D OF COMMISSIONERS _ R. G. Brown, C aLrman -- John L. PLtts, Member - SEAL Larry DennLson, Member - ATTEST: Jerdine C. Bragg CLerk of the Board ?cix p rrgr1 ? !L r r(n ES ((9''?? Q ?\v N NN? 9xv) NN I 4 0 C O O LI) .^ I g 1 F x 10A WO> >7W 900 I1Vd w? Q a1 1-? 1 CF-> O?w CC wti> a°LU aa.. v u?> w w >Qo r ., w > arc Muw 2M -j WQ? a a a .o-. a aw> w www F- aaq Q Ovi ?I 21 W J 0 o S Jz I l ~ ao r uar w?u l wx u nYO QQJ i Q? ? I YN1. 1 41?Vf 1 e i uzz u 00 00 0 J r. u z eo 0 u 00 N ? -a T a CERTIFICATION OF REVIEW OF PREPARING AGENCY'S y ` SUPPLEMENTAL SIX-YEAR CONSTRUCTION PROGRAM BY ADJACENT AGENCY City, county and state highway officials are directed by,RCW 47:26.230' " require- to jointly program related arterial improvement projects. This ment is intended to insure that inter-governmental cooperation and d , arterial:and coordination occurs in order to develop an integrate ;yam°.ee' highway network in each urban area. The following certification of review by an adjacent agency does not indicate' approval or disapproval of the preparing agency's proposed supplemental six-year-construction program. -;-It is intended instead to insure that each adjacent agency has been provided.an opportunity to evaluate new arterial projects by other :- u± agencies and to consider proposing related improvements within the limits of'its own jurisdiction. CERTIFICATION TO. URBAN ARTERIAL BOARD The proposed supplemental six-year construction repar ng gency program for urban arterials requesting urban arterial trust funds for F' proposed new projects has been evaluated as it relates to our needed w arterial improvement needs. Adjacent Agency C f } ?? t a1?y d1 ,', { C 4 ` ! c ? ?. i l? ? ? ? 1 ' ? 1 ? 1 ^ 't 1 ? lF? , `?' ??R J I - r 1 A AOL { OPERATING INSTRUCTIONS CERTIFICATE OF REVIEW OF PREPARING AGENCY'S SUPPLEMENTAL SIX-YEAR CONSTRUCTION PROGRAM . .', BY {. ADJACENT AGENCY 1) Action by Preparing Agency: Furnish copy of proposed supplemental six-year construction program to each adjacent agency by certified mail, along with blank certification form, if the preparing agency's proposed projects affect the adjacent agency. 2) Action by Adjacent Agency:. Review preparing agency's supplemental srx-year construction program to determine if related arterial t }_ ten improvements should be considered for programming. Provide wri 4 acknowledgement of review on certification form to adjacent agency. ° 3) Pre arin Agency: Submit certificate of review by adjacent agency to Urban rtenial Board along with adopted supplemental six-year 7 construction program. If certificate of review by adjacent agency , ^., is not reviewed by the date the preparing 'agency 's supplemental six-year construction program is submitted to the Urban Arterial Board, and if at least 15 days have elapsed from the date of mailing of the proposed program to the adjacent agency, the pre- ' paring agency may provide evidence of delivery of a copy of its t : proposed supplemental six'-year construction program to the Urban y Arterial Board in place of the certificate of review. f z. ? i i -r W-y'v lip, CERTIFICATION OF REVIEW OF PREPARING AGENCY'S SUPPLEMENTAL SIX-YEAR CONSTRUCTION PROGRAM BY ADJACENT AGENCY City, county and state highway officials are directed by RCW 47.26.230 to jointly program related arterial improvement projects. This require ment is intended to insure that inter-governmental cooperation and coordination occurs in order to develop an integrated arterial and highway network in each :urban area. The following certification of review by an adjacent agency does not indicate approval or disapproval of the preparing agency's proposed supplemental six-year construction program. It is intended instead to insure that each adjacent agency has been provided an opportunity to evaluate new arterial projects by other agencies and to consider proposing related improvements within'the limits of its own jurisdiction. CERTIFICATION TO URBAN ARTERIAL BOARD The proposed supplemental six-year construction (Preparing Agency) program for urban arterials requesting urban arterial trust funds for proposed new projects has been evaluated as it relates to our needed arterial improvement needs. t djacent Agency k Y 31 7?. r ?y i 6 Ai I OPERATING INSTRUCTIONS CERTIFICATE OF REVIEW OF PREPARING AGENCY'S G SUPPLEMENTAL SIX-YEAR CONSTRUCTION PROGRAM BY ADJACENT AGENCY i n b PrePgrina Agency: Furnish copy of proposed supplemental ;_,.e 1) Act o Y certified six-year.. construction program to each adjacent agency by f , mail,, :along with blank certification form, if the preparing agency's proposed projects affect, the adjacent agency. } 2) Action by Adjacent Agency: Review preparing agency's supplemental six-year construction program to determine if related arterial improvements should be considered for programming. Provide written r •r acknowledgement of review on certification form toadjacent agency. 3) Preparing A enc • Submit certificate of review by adjacent agency to q_ an Arterial Board along with adopted supplemental six-year construction program. If certificate of review by adjacent agency -? is not reviewed by the date the preparing agency's supplemental six-year construction program is submitted to the Urban Arterial Board, and if at least 15 days have elapsed from the date of, mailing of the proposed program to the adjacent agency, the pre- paring agency. may provide evidence of,delivery of a copy of its proposed supplemental six-year construction program to the Urban Arterial Board in place of the certificate of review. r r sl t s?t?q? .?y x r r f t(R I 7.a m m m m? 0 ®? o `m o I S Q i w 2 49 V O a- z I W O cc d 2 z E o aD v .- m F y v c c _ y O IL v v m ? U) Z d °2 a Ica. no_ O is Z. Q? c Y H NI _r o Z, Z pp UC3 U J N F Z m _ OF LL - - - a N w C N ¢ O _ _ o ? C7 5 O o dQ ¢ m - - - - - c e z ¢ o .? z a w ° a - = w LL z a - y N t0 - f J U O W v IX y O w a Q v N - l7 J m ? _ ?cE co _ e am (X) 'Imd ia eod??ap n - uolleallimla : - lauopaund = - - - L N - - O C " y - Y y y 0 _ _ ' 0 e xloM to aaa13lolaW i u ° E H `E'c « - Os _ N Z H . O Elea a W O Z o3 a T U dv -IC U?mO W O ¢ a - - _ - - k _ oN AIPUPd . _ _• ? - . _.. - __ ?d ® 0 g? a okay 10 ?m i? ]U i !Aa?sa It ?':l I 'iT 14 :i .`:?:a T 41 ? T' ? ml.J'{ 1 ; 1/ f 1 1 d? ?tk?EJ ? ` I 11.' INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form Is set up In "Elite" typewriter formal (12 characters per Inch) for coding computer Input. Only that information appearing in the coding blocks will be entered on the computer. Additional Information may be included on the form for the Agency's convenience but will not be placed on the computer file. A. B. C. code blocks 11 thru 35. 3. Major Class of Work....... Enter the appropriate code number(s). Enter major code in block 36. 1. New construction on new alignment 6. Tragic control 2. Major widening (additional lanes) 7. Capital purchases - 3. Minor widening (Increase lane width, add shoulders) 8. Non capital improvements 4. Rehabilitation/ reconstruction 9. Non motor vehicle use - 5. Resurfacing 4. Work Codes .............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thru 40.. ` A. Grading L. Bridge_ S. Draining M. Landscaping 7'c C. Light Bituminous Surface N. Paths & Trails a D. A.C. or P.C.C. Pavement O. Bikeways E. Sealcoat P. Transit Facility F. Curbs & Gutters O. Commuter Pool - G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelizatlon S. Surveillance Control & Driver Information 1. Slgnalization T. Ferry Facility J. Lighting U. Project Studies _ K. Signing 6. Total Length In Miles ...... Enter Length of project to nearest hundredth In code blocks 41 thru 44, 6. Functional Classification .... Enter the appropriate two digit code denoting the Federal Functional Classifications. (Note: The Federal Functional Classifications shown on the official functional claseilica- tion maps prepared by WSDOT.) Rural (under 6,000) Urban (over 5,000) Code Code Block Block 45 4e Description 46 46 Description 0 1 Principal Arterial-Interstate 1 1 Principal Arterial-Interstate Other Freeways 0 2 Principal Arterial-Other (State) 1 2 Principal Arterial-or Expressways. .,..,1 0 S Minor Arterial 1 4 Principal Arterial-Other (FAM). y' 0 7 Major Collector (FAS) 1 8 Minor Arterlal-(FAM) 0 8 Minor Collector 1 7 Collector-(FAM) 0 9 Local (Access) 1 9 Local-(Access) (Note: If Rural or Urban Arterial Trust Funds (Col. 14) Oro to be used as funding source, the appropriate code number must a"?r 1 be shown in code block 45.) 7. Carryover Project.......... Enter (x) If project Is carried over from previous years annual element. (Funds were not obligated during previous year). Enter In code block 47,i 8. lot Year (Annual Element) .. Enter total project coals (in Thousands of Dollars) to be obligated In the first calendar ''+ + year of the six-year program In code blocks 48 thru 51. r? 9- It. (2nd, 3rd, 4, 6 & Blh years) Enter estimated project costs (In Thousands of Dollars) to be obligated In each year of years in code blocks 52 thru 83. 12, 14, & 15. Funding by Source ... Enter the dollar amount (in Thousands of Dollars) to be obligated under applicable fund. Ing source column in appropriate code blocks, t 13. Program ......... . ... . .. . ... Enter the Federal funding source program. (FAU9, FAS, HES, etc.) In code blocks 08lhru L ? IL 18. Total Funds ................. Enter total project cost In code blocks 80 thru 85. Resolution Number: ............. Enter City Council or Co. Legislative Auth. resolution number (If applicable). COLUMN NO. 1. Priority No . .............. Enter local agency project Identifying numbers in priority order, In code blocks 9 & 10. 2. Project Identification ....... Enter appropriate information noted In column heading. Enter Route Name and termini In An obligation program Indicating the allocation of funds to major phases of project development Le. preliminary engineering right-of- way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. Include all proposed projects regardless of location or source of funds, however, urban and rural arterial trust fund projects need to be included only in six-year transportation Improvement programs beginning in odd numbered years. _ Complete the form for the six-year program in accordance with the following Instructions: HEADING City/County: ................... Enter name of local agency and appropriate county. County Number: ................ . Enter the. O.F.M. assigned number in code blocks 7 & 8. City Number . .................. Enter the O.F.M. assigned number in code blocks &thru 8. •!."..^s', Hearing Date: .................. Enter the date of action by the City Council or County Legislative Authority. Adoption: ..................... Enter the date of action by the City Council or County Legislative Authority. - •%. `> DOT =. LN, ax our 0 'Wo,i r yy „' 9d K,ry w v !/ SA.'u C l r ? V Pub dilt -? A7.uP3 r >w'?n r?ISl45Mi'? nr'. ?, d r r ?r ?1 i.7 r l (3'SGi t? F +if'i qq d VI ? T aE m `m Z m ? O o ®. _ O ~'?oH i I 1 I I 1 q®q11?? W d yh ?1Y d 2 Z E o my .: d a u c e u u 0 c Q v 9 m„ (A _= c O E \ G ? Oat 'o c X H N z° ?Zr 3% .ua rU J N H Z e _ J 6 O 'o ^ ' - W 7 a 04 a 1 - U 2 63 - w 1 1 o LL F Z O N u - - 1 G $ - - N? w J - D - Z w $ _ J m c X)'(w d Ja nm(ueo n ooll-Ill .oel3 laoollounj 0 3 U - - - - - - 'Imm to u lo,oleq M le z O m v F biE•c? _ _ _ - - _ - ' _ _ a a=Em - - - w B ¢°° ?,? - - - 2 M. O m .;ZA - - Om _ - _ Z V ? W U W a - - - - a a 'ON RIIIOIld _.• i __ - - - ® 0 w z Wok o10 w 0 ? o o¢s Ott a 9 S? ?" ??tf ?, ?dY` •'?P° 'I'?^IUPAI-r ul a ?yy ? ?m sR n? ? ?'? '1 d I???. I ? 1 ?' y 1 INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE. This form is set up in "Elite" typewriter formal (12 characters per inch) for coding computer Input. Only that In/o dor the appearing In the coding blocks will be entered on the computer. Additional information may be Included on the form for the Agency's convenience but will not be placed on the computer file. A. An obligation program indicating the allocation of funds to major phases of project development Le, preliminary engineering right-ol- way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the - expenditure of funds may take place over several years. B. Include all proposed projects regardless of location or source of funds, however, urban and rural arterial trust fund projects need to be Included only in slxyeer transportation Improvement programs beginning in odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING - City/County: ................... Enter name of local agency and appropriate county. - County Number: ................ Enter the O.F.M. assigned number in code blocks 7 8 8. City Number: .................. Enter the O.F.M. assigned number in code blocks 3 ihru 6. Hearing Date: .................. Enter the date of action by the City Council or County Legislative Authority. Adoption: ..................... Enter the date of action by the City Council or County Legislative Authority. Resolution Number: ............. Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 1. Priority No . .............. Enter local agency project identifying numbers in priority order, in code blocks 9 8 10. 2. Project Identification ....... Enter appropriate Information noted in column heading. Enter Route Name and termini In code blocks 11 thru 35. 3. Major Class of Work....... Enter the appropriate code number(s). Enter major code in block 38, 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases 3: Minor widening (increase, lane width, add shoulders) 8. Non capital improvements - 4. Rehabilitation /reconstruction 9. Non motor vehicle use 5. Resurfacing 4. Work Codes. ............. Enter appropriate code letter(s). Enter major Items of work in code blocks 37 thru 40 . A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths 8 Trails D. A.C. orP.C.C. Pavement O. Bikeways E. Sealcoat P. Transit Facility - F. Curbs d Gutters 0. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelization S. Surveillance Control 6 Driver Information - I. Signalizatlon T. Ferry Facility J. Lighting U. Project Studies K. Signing 5.. Total Length in Miles ...... Enter Length of project to nearest hundredth in code blocks 41 ihru 44. 6. Functional Classification .... Enter the appropriate two digit code denoting the Federal Functional Classifications. (Nola: The Federal Functional Classifications shown on the official functional classlfica- tion maps prepared by WSDOT.) Rural (under 5,000) Urban (over 5,000) Code Code Block Block 45 46 Description 45 46 Description 0 1 Principal Arterial-Interstate I 1 Principal Arterial-Interstate Other Freeways 0 2 Principal Arterial-Othor (State) 1 2 Principal Arterial-or Expressways 0 8 Minor Arterial 1 4 Principal Arterial-Other (FAM) 0 7 Major Collector (FAS) 1 e Minor Arterial-(FAM)E 0 8 Minor Collector 1 7 Collector-(FAM) - 0 9 Local (Access) 1 9 Local-(Access) (Note: It Rural or Urban Arterial Trust Funds (Col. 14) are to be used as funding source, the appropriate code number must be shown In code block 45.) 7. Carryover Project.......... Enter (x) If project is carried over from previous years annual element. (Funds wore not obligated during previous year). Enter In code block 47. 1 B, let Year (Annual Element) .. Enter total project costs (in Thousands of Dollars) to be obligated In the first calendar t ' year of the sfx-year program In code blocks 48 ihru 51. h 1 9- 11. (2nd, 3rd, 4, 6 6 6th years) Enter estimated project costs (In Thousands of Dollars) to be obligated In each year of years In code blocks 62 thru 63. rGf 12, 14, ti 16. Funding by Source ... Enter the dollar amount (In Thousands of Dollars) to be obligated under applicable fund- ing source column In appropriate code blocks. 13. Program .................... Enter the Federal funding source program. (FAUS, PAS. HES, etc.) In coda blocks 681hru f 71. l} Id. Total Funds ...... . .......... Enter total project cost in code blocks 80 thin 85, DOT ra°M..Ti.? er Ap/ 0 0 t ?' / 1 1 d- ii' v + t { it ,i t n ax} I P 01 d m i m ®rn o 0- iian Q! P 2 44 c i c `L r z W cc L 0. 2 z E o a ? CC c o C CL a v m W U) y U z N G Q to GN {?` Oa= r of 0 c. z Q a `W r T x Y W a S: ?t U U U I U) ODU. ' S - J Q U N ^ _ - _ W y ? Qoa a _ J ¢ D m O O L7 _ _ _ 0 o J dQ ¢ N - - N Z ¢ - - _ w a W z - U . z Q _ w J " _ O W L O W > m - - - J O] O N C ' N - - - n cE m - - - am m M IOld M OA1163 n i Y01 ?euoplRuOloun,j unj m „ - - - m rnm - - - - • 3 o v _ _ _ _ U _ >f1oA'. JO t?01?lOI1w N R - - __ _ LL - E2 E- U 0 W 02 cV - zo O N = Q 5 ?0 _U 00. - - - - [ w U ?cQ loc _ _ _ _ _ _ _ p F ffff a a - - - - 0 0 •.oi 0 !FiU Q 0: ?U yryr UU y7x d INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE: This form is set up in "Elite" typewriter format (12 characters per inch) for coding computer input. Only that Information appearing In the coding blocks will be entered on the computer. Additional information may be Included on the form for the Agency's convenience but will. not be placed on the computer file. A. An obligation program Indicating the allocation of funds to major phases of project development Le. preliminary engineering right•ol• way and construction. Show the funding amount for the entire phase or phases in the expected year of obligation even though the expenditure of funds may take place over several years. B. Include all proposed projects regardless of location or source of funds, however, urban and rural arterial trust fund projects need to be. included only in six-year transportation improvement programs beginning In odd numbered years. C. Complete the form for the six-year program in accordance with the following instructions: HEADING City/County: ................... Enter name of local agency and appropriate county. County Number: ................ Enter the O.F.M. assigned number in code blocks 7 & B. City Number: .................. Enter the O.F.M. assigned number in code blocks 3 thru 6. ' Hearing Date: .................. Enter the date of action by the City Council or County Legislative Authority. .sfe` Adoption: ..................... Enter the date of action by the City Council or County Legislative Authority. Resolution Number: ....... ... Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 1• Priority No . .............. Enter local agency project identifying numbers In priority order, in code blocks 9 & 10. 2. Project Identification ..::... Enter appropriate information noted in column heading. Enter Route Name and termini in code blocks 11 thru 36. - 3. Major Class of Work....... Enter the appropriate code number(s). Enter major code in block 36. - 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases - 3. Minor widening (Increase lane width, add shoulders) S. Non capital improvements 4. Rehabilitation/reconstruction 9. Non motor vehicle use 5. Resurfacing ' 4. Work Codes .............. Enter appropriate coda letter(s). Enter major items of work in code blocks 37 thru 40. - A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths 8 Trails D. A.C. or P.C.C. Pavement O. Bikeways E. Sealcoet P. Transit Facility F. Curbs & Gullets 0. Commuter Pool _ - G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelizetion S. Surveillance Control & Driver Information 1. Signalization T. Ferry Facility s J. Lighting U.. Project Studies K. Signing S. Total Length in Mlles ...... Enter Length of project to nearest hundredth in code blocks 41 thru 44. Functional Classification .... Enter the appropriate two digit code denoting the Federal Functional Classifications. (Note: The Federal Functional Classifications shown on the official functional classifica. tion maps prepared by WSDOT.) Urban (over 6,000) Rural (under 5,000) Code Code Block Block ?o - 45 46 Description 46 46 Description 1 ` 0 1 Principal Arterial-Interstate 1 1 Principal Arterial-Interstate Other Freeways 0 2 Principe) Arlerlal-Other (State) 1 2 Principal Arterial-or Expressways 0 6 Minor Arterial 1 4 Principal Arterial-Other (FAM) " 0 7 Major Collector (FAS) 1 6 Minor Arlerlal-(FAM) ' 0 e Minor Collector 1 7 Collector-(FAM) 0 9 Local (Access) 1 9 Local-(Access) y. (Note: It Rural or Urban Arterial Trust Funds (Col. 14) are to be used as funding source, the appropriate code number must be shown in code block 45.) t ., 7, Carryover Project.......... Enter (x) if project Is carried over from previous years annual element. (Funds were not obligated during previous year). Enter in code block 47. 8. 1st Year (Annual Element) • • year r of total the six-year program In code blocks 48 Ihru be 6161lgeled In the first calendar v. ' 9 - 11. (2nd, 3rd. 4. 5 & 8th years) Enter Ugcode d hproject 52 costs in Thousands of Dollars) to be obligated In each year of thru 03. to be obligated under applicable fund. r 12, 14, & 15. Funding by Source • • • lop r the source dollar In amount appropriate Thousands of blocks. 13 Program, ........ • • • • • • . • ... Enter the Federal funding source program. (FAUS, FAS, HE8, olc.) In coda blocks 68 Ihru 71. 1a. Total Funds ... . ............. Enter total project cost in code blocks 80 Ihru 85. 1 DOT ox .,it I I A? 2 9-.y E r 0 O c m `_ •m` o° u 17,, 01 T f c C O C p IL I- z c 91. ME Z E: m ?n a V O N` `p Z m W ? mt cc pn. O" m 0 M 2 u x Y N rJ A N O -%J A c J N Fa = N _ O LL - _ 8 a ? - U N 1 W ^ a`od a O I ? I j < a - - I LL W 8 _ _ _ Lu W LL F = O ^ g a a - r a - N ? J a sr. ^ g - - - - - - _ W O ? N Z W A Q ? N P - J m O n? - ?- c 4111 4 rl'fa d n eoAjq h.: uopral/PS0I0 4 Ieuoliaunj m ° - '3 w m p° - 3 o a - Y?oM to nqp loft" N p - - - 2 E Z @ v U Z H W ?¢g - - _ - e; a p ?g? 0 - tZol W IS?mB a R o. _ 'oN ?IUOPd ? v - - - do 0 w igj 500. j0, ?U a 9 x v d}7m? nti4 w wll wul:: x ?n7n?-vfcw?,crfa4'wfrxlww,;..- u?.? un,rm ar:aawYM?T Id r INSTRUCTIONS FOR PREPARING SIX-YEAR TRANSPORTATION IMPROVEMENT PROGRAM NOTE; This form is set up In "Elite" typewriter format (12 characters per Inch) for coding computer Input. Only that information - appearing in the coding blocks will be entered on the computer. Additional information may be Included on the form for the Agency's convenience but will not be placed on the computer file. rr A. An obligation program Indicating the allocation of funds to major phases of project development i.e. preliminary engineering right-of- "? t i?•I way and construction. Show the funding amount for the entire phase or phases In the expected year of obligation even though the expenditure of funds may take place over several years. B.. Include all proposed projects regardless of location or source of funds, however, urban and rural arterial trust fund projects need to be Included only in six-year transportation Improvement programs beginning In odd numbered years. i C. Complete the form for the six-year program in accordance with the following instructions: - HEADING y" City/County: .................. Enter name of local agency and appropriate county. `- ?- County Number: ................ Enter the O.F.M. assigned number in code blocks 7 6 8. City Number: .................. Enter the O.F.M. assigned number in code blocks 3 this 8. Hearing Date: .................. Enter the date of action by the City Council or County Legislative Authority. Adoption: ..................... Enter the date of action by the City Council or County Legislative Authority. r. Resolution Number; ............. Enter City Council or Co. Legislative Auth. resolution number (if applicable). COLUMN NO. 11}( 1.- Priority No . .............. Enter local agency project identifying numbers in priority order, in code blocks 9 8 10. 1 , Sft y >? 2.: Project Identification ....... Enter appropriate Information noted In column heading. Enter Route Name and termini In code blocks 11 thru 35. 3. Major Class of Work....... Enter the appropriate code number(s). Enter major code in block 38. 1. New construction on new alignment 8. Traffic control ? 2. Major widening (additional lanes) 7. Capital purchases , 3. Minor widening (increase lane width, add shoulders) 8. Non capital improvements ' - 4. Rehabilitation /reconstruction 9. Non motor vehicle use n,? J 5. Resurfacing 4. Work Codes .............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 lhru 40. t d"' A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths 8 Trails D. A.C. or P.C.C. Pavement O. Bikeways E. Sealcoat P. Transit Facility F. Curbs d Gutters O. Commuter Pool G. Sidewalks R. High Occupancy Vehicle Lanes H. Channelization S. Surveillance Control 8 Driver Information 1. Signalization T. Ferry Facility r.. J, Lighting U. Project Studies K. Signing - 6. Total Length In Miles ...... Enter Length of project to nearest hundredth in code blocks 41 thru 44. ' y 6. Functional Classification .... Enter the appropriate two digit code denoting the Federal Functional Classifications. '.,1,.. (Note: The Federal Functional Classifications shown an the official functional classigca- lion maps prepared by WSDOT.) -' Rural (under 5,000) Urban (over 6,000) 1 Code Code _ Block Block 46 46 Description 45 46 Description 0 1 Principal Arterial-Interstate 1 1 Principal Arterial-Inleralate Other Freeways 0 2 Principal Artarial-Other (Stale) 1 2 Principal Arterial-or Expressways 0 6 Minor Arterial - 1 4 Principal Arleriat-Other (FAM) ?t 0 7. Major Collector (FAS) 1 6 Minor Arterial-(FAM) ,. 0 6 Minor Collector 1 7 Collector-(FAM) 0 9 Local (Access) I 9 Local-(Access) •1 (Note: If Rural or Urban Arterial Trust Funds (Col. 14) are to be used as funding source, the appropriate code number must be shown In code block 45.) j, 7, Carryover Project, .. , . , .... Enter (x) If project is carried over from previous years annual element. (Funds were not obligated during previous year). Enter in code block 47. a 8. Jai Year (Annual Element) .. Enter total project coals (in Thousands of Dollars) to be obligated In the first calendar year of the slx•year program in code blocks 48 this 61. h 0 - 11. (2nd, 3rd, 4, 6 a.8ih years) Enter estimated project costs (In Thousands of Dollars) to be obligated in each year of years In code blocks 52 thru 63• ?rlF , 12. U, 8 16. Funding by Source . , . Enter the dollar amount (in Thousands of Dollars) to be obligated under applicable fund- . Ing source column In appropriate code blocks, r 13. Program .................... Enter the Federal funding source program. (FAUS, PAS, HES, etc.) In code blocks 88 thru 71. 18, Total Finds ................. Enter total project coal in code blocks 80 thru 86. d ri M1 { DOT riw° ".« iwr o.. m I ?I rmm `m m ? O ®a o 12 r a O ppc 9L I- z sW 9 CL Z I- E a m v I" " m u O ?n ro `m (A m Z 4 `mm ?. Oar m c?// 2 M. O W _^ Y < X ?I s p O $Z tS V J N F 2 m _ U. 8 a - W g ¢ d m J O QOQ O N ¢ D U, Z IX z C C O V-o N uoll.olll...q Ituopouna =a m ml m Fm? J v Y O m 30° U0 r1OMle ..go,ohw Y 3 O z O o v a ?m.sa y 2m1..? g a O 6 0` o c° z o =oWf'o i "z g3 U eo. o w ?c4mo° a a 6 'oN ?IllOild 0 I gg ? ag. y G s a y U m' di k9 ?jlCi'TI "5i' 11v1 .,?'uf r? l R,e R'?.(:L" c,ri. ,+`Yy1Wa4^t e al y9 ?t ( f ' r A. An obligation program indicating the allocation of funds to major phases of project development i.e. preliminary engineering right-ol- h the tho li ti on oven ug ga way and construction. Show the funding amount for the entire phase or phases in the expected year of ob expenditure of funds may take ptace over several years. B. Include all proposed projects regardless of location or source of funds, however, urban and rural arterial trust fund projects need to be included only In sfx-year transportation Improvement programs beginning in odd numbered years. C. Complete. the form. for the six-year program in accordance with the following instructions: HEADING City/County: ................... Enter name of local agency and appropriate county. County Number: ................ Enter the O.F.M. assigned number in code blocks 7 & 8. City Number: .................. Enter the O.F.M. assigned number in code blocks 3 thru S. Enter the dale of action by the City Council or County Legislative Authority. . Hearing Date: .................. Adoption: ..................... Enter the date of action by the City Council or County Legislative. Authority.. Resolution Number: ............. Enter City Council or Co. Legislative Aul In. resolution number (if applicable). COLUMN NO. 1. Priority No . .............: Enter local agency project identifying numbers in priority order, in code blocks 9 & 10. 2. ' Project Identification ....... Enter appropriate information noted in column heading. Enter Route Name and termini in code blocks 11 Ihru 35. 3. Major Class of Work....... Enter the appropriate code number(s). Enter major code in block 38. 1. New construction on new alignment 6. Traffic control 2. Major widening (additional lanes) 7. Capital purchases 3... Minor widening (increase lane width, add shoulders) 8. Non capital Improvements 4. Rehabilitation/reconstruction 9. Non motor vehicle use 5. Resurfacing 4. Work Codes .............. Enter appropriate code letter(s). Enter major items of work in code blocks 37 thm 40. A. Grading L. Bridge B. Draining M. Landscaping C. Light Bituminous Surface N. Paths & Trails D. A.C. or P.C.C. Pavement O. Bikeways E. Sealcoat P. Transit Facility Curbs & Gutters F O. Commuter Pool - . Sidewalks G R. High Occupancy Vehicle Lanes . H. Channelization S. Surveillance Control & Driver Information L Slgnalization T. Ferry Facility J. Lighting U. Project Studies K, Signing 5. Total Length In Miles ...... Enter Length of project to nearest hundredth In code blocks 41 Ihru 44. Functional Classification .. , . 8 Enter the appropriate two digit code denoting the Federal Functional Classifications. . (Note: The Federal Functional Classifications shown on the official functional classilies- tion maps prepared by WSDOT.) Rural (under 6,000) Urban (over 5,000) Code Code Block 45 46 Block Description 46 46 Description 0 1 Principal Arterial-Interstate 1 1 Principal Arterial-Interstate Other Freeways or Expressways 0 2 Principal Arterial-Other (Stale) 1 2 Principal 0 6 Minor Arterial Arterial- 0 7 Major Collector (FAB) 1 6 Minor Arterial-(FAM) 0 S Minor Collector 1 7 Coiloctor-(FAM) 0 9 Local (Access) 1 9 Local-(Access) (Note: If Rural or Urban Arterial Trust Funds (Col. 14) are to be used as funding source, the appropriate code number must be shown In code block 45.) 7. Carryover Project.......... Enter (x) If project is carried over from previous years annual element. (Funds were not obligated during previous year). Enter In code block 47. let Year (Annual Element) .. 8 Enter total project costs (In Thousands of Dollars) to be obligated in the first calendar . year of the six-year program In code blocks 48 Ihru 61. 0- 11, (2nd, 3rd, 4, 5 & Blh years) Enter estimated project coots (in Thousands of Dollars) to be obligated In each year of years in code blocks 52 Ihru all. 14, & 16. Funding by Source ... ICI 12, Enter the dollar amount (In Thousands of Dollars) to be obligated under applicable fund. . Ing source column In appropriate code blocks. 13• Program .................... Enter the Federal funding source program. (FAUS, FAS, HES, etc.) In code blocks 00 thru 71, l6. Total Funds . ................ Enter total project cost in code blocks 80 Ihru 85. DOT r=ite' a. ? nr NIP ?Y a 3 n' , too JINM ,07 toy, w } a '> r3 f7 I ANN It 7 f Fy . ?F ? H Y H H V? '? ? I N rtyx ••?•-' O 9? ?4 CD U ,51vs ?7 O C a ,? o o h • r, a ? < p < r x I f / + C, 0 N y. L Ls O U cu O U O ? V > ? t uK T ? V ?I ? " (. x J I a o' c+ r CA ate. O ?',. C ? U N Cn E ?" 14 u ? U N tK ? ? G •C 70 O 4 J. ? :1 GJ ?O c .r ! r 1 4 ? O d t S t 1 ^X' p Q m U 0 w 1 J ; ti t r .?yy`? )It '. M t 4 fi TA ?? U . ?l? t , t ? O )? T i r ? :• Q i ,u _ N ? '? I r•? O O ? N ' , N U Q , 4 i' f aJ ¢. v ?N.l l t l 1 - ?o o 1 1 1 J, 1 ! ( I ° - 1 1 I o 1•V} U,=• O? i N n V ri ? v N u r \ u i rl \ u\ L? [?- o W 0 `l 0 co 0 V '0 \ c•1 o O 'v\ N [7 t o L` c? - x I V \ . 1... µn <v o',.r\Io Y.n?CV L+1 M o 'C- (o lt\ N W V ^ ` I i ? ; r k - Ct 1 1 i L .. C3 • O r }C t•4 'r+. Lei > : >G Y. Li' O Y. t•-0 W" . I h' :•C :•E +{ Wf' C. - ,1 y o z 1= ?, _ ?L O I O ? w U U U U U' V U U U U U U v U y NI U ? U U U U U H U w L ol N v rl O N rl M ri • o r1 o M N r-1 rl H N N N rl O N M to U o N p N z c I F <' Um=a,= V U w V 01 01 u) 6 U 0 0 0 .`-. ? U 'tn 0 6 d] o a U U i to UJ U -. { '# t U t ? ? ? y o ' c ' 1 L u "t M ,y ' G rr 3 N . v O F ^ ' N ' r M'1 t °+f ` N N T 4) 'ti. 2 b 10 v n 00 ri U L O ... A g I s( w 3 o v M b b n o u o °r Qom` o v IS t7l N A -:1 0 N tD U N v N (V fTt 10 la a N ?0 a, .V r ? a U C + ll[ j j t ;C y> Y •t> N v ( 1 ? H F •rl v C) it F. a N ? V C . •.i v FaI N N . [V F y?? ?? 1' rl f , N ', ., ' ( 1 Q S b [. }T v • x a v .ta a o , o ll. O fl, ? fj o C. a M 10 n-+ F •o L m V w l y m. ? c. C H T F? p N ¢ L? ?' U °i ~ c 1? l b ? Iq c.? F. i' t., i :t I P l O Q (iJ F• N F. N [! id m a m . V) N LI. m L' .?-I I •Y f N 1 tv n. r rl ?' W r1 . m • n y f ? q, ? ti !:: (? :: ... w m t: r n ? ": v •°.+ .n u r c. t. vF,• :i s: ? : tti S o' m !. ° ;l # F, . + ? y N v F. .1> N M F: •M : a> J Y V J [. i c w • O O .r. N a rt N rl .?' » 4l N r F: N r1 % ?I? N et pi -?1 l •? A v01 'n N r .? N a? N a{ l .1 ? T f N +7 N Pi U P. pi "G U to O R. to C• fl :r. L] r rl 4 Ni h1 ,, n1 fcl f-1 p Q F O Q o ti N V G C F co N M O. m c V 5r o. ?1 N v\ H ?D 1 O v. n? w 1 L? Lv -? M L" t!\ Q r0 o v) ? ? rl r t L 0 ' '71 " F 1? l t • rl • N M U\ d N t o a Cy rl I' M N ri n\ rl t rl Lr rl •D rl I" rl ) r1 Ln rl U N rl N tl CV t'\ N LJ CV I.it l.! I !? [L hl r r t ?hw ,,.: l {T v C O N f u "1+n?'?`se \ r ?•, ?ly??? t? f l t 'Y? I f 1 11111 I r i' l ?4 M IR?r?}fit ] !1 •I I " ? ,;F? 19 is a a w z u? ?G ?e'-? ? O C O ? QD ol 1: 1> 1 >41 .1 1 Y A j6'?,r w ?U H U U U' q 1 t i ?? `--YI t • 4 la' 'I/1 1 OWW c y.. ?... 0Vd .: 7 ?I 7 J?b O O O O. N N 4 d .? w w .?o]1t0. O 10 err (.'? a 'v N J rrrlll 3 ? ? aN•_ Ga ? .. 'gyp } ? A."U? •0 9 . O ?.t w ca LL V x -- °' ? U Q?wQ ?? ?yUJQVX/)f Z t F' O ol. fF ?? I T? •? ?E v ? 3 l Y{ ? ? } 1 l1 f? ? ? ?- ? Q rte- U N ? r rY I:i 11f n af' ° n ° ro !r` c r O O O` Gl U A , I 10 4 -14 a z cv ? a w r a ,? t o 1 , k n 2 W r h \ ? ° p ? U f a -??? ? j,' M ? ri ..?? F+ (v1 4.a .. ?'!Y+ Vj? 1. ? F 1? _ f ?N.. co ra 7 f ?'p?;}d+-! -(,j OCR rm1 Ea U 'O x ? ? ? C a, c / 1 k if G ,; .c u N ,, r? r fr dr o.? o v N -%oz W" t o ??1 ti U; i C. ?O N [^• toN N T r N N M 5 l f??y, } p?iUr jL A .r? 1 to 4f it `r '? ? gam- u k ?? S f 2 }?. i c 77 :'.ew{' ' ?'1" ...,•.' 7 7777,777- t,,7', { I + J JY 9R a, • i r t; ism 1 ? , r , d: r ' i -01 , PE rv , , ?07TJ N. ' 1 78 79 , e? X90 7sr last 'tG?'?. 8t ZF Z, E4fF /db3 r Bi _ r ' `oo'O?V I 000 rw 4, a ? ?5 v y, { ? ry \ r ? u,GSh 1r.+?11 ? y.j? ? : ' '!` r - ' ? r k[ t ' ; .3 d , y b a Pv: r f ax l t ?f? '1 i?? r ?(?t k?aF i ?( f i ir?!v i ^ uehv', ?J I { 4?.1 1 ??y 1 Allan T. Brotche Auditor L-1 is OFFICE OF THE PHONE 426-4478 MASON COUNTY AUDITOR * de Area Code 206 P.O. BOX 400 *"y SHELTON: WASHINGTON 98584 December 29, 1983 To: County Auditors and License Agents From: Allan T. Brotche RE: Survey of Costs of Survey and Plats Enclosed is a computation of the results of the survey that ' _I recently conducted to learn of the charges made by counties within the State for copies of Surveys and Plats. Of the 29 counties responding, the charges are varied for r both the plats and the surveys. I appreciate your cooperation in answering my inquiry and hope that the enclosed information is of interest to you. a ? i v : !' r ? ??!7r'F? ! I r• ? i ? i r ? ?? ? s, i? r?r t I ? I . r ? r y}s ?,?,??? a a? d?l y, s + , i. ._ x 77 r RESULTS OF - _a . QUESTIONNAIRE REGARDING CHARG ES MAFOR SURVEYS x AND PLATS BY DIFFERENT COUNTIES. County Charge for Charge for - Surveys Plat - - - - - Adams - - - - - - - - - $2.50 - - - - - - - - - - $2.50 - Asotin 5.00 .151 sq ft. Chelan 2.00 2.00 Clallam 4.00 4.00 Columbia 1.00 sq ft. 1.00 sq ft. Clark 2.50 2.50 : Cowlitz 6.06 6.06 Ferry 5.00 2.00 Grant .75 .50 Grays 'Harbor 5.00 1.00 Island 5.00 1.25 Jefferson 1.50 1.50 ? King 1.00 1.00 r•5'v'.- Kitsap 5.00 2.00 Kittitas 5.00 ? Lewis 5.00 .50 , Lincoln 5.00 3.00 1 Mason 5.00 2.50 Okanogan .25 sq ft. .25 sq ft. Pacific 7.50 (1st pg. $4.50 ? ° A s additional) _ 'ter Pend Oreille 1.00 1.00 Pierce 2.00 2.00 h Skagit 5.00 5.00 ?p Snohomish 5.00 1.50 r x :. Spokane 5.00 2.00 Stevens .80 .80 j Walla Walla 2.50 2.50 w , Whatcom 1.00 1.00 f t '• ` Yakima 5.00 ? } V. l I 1 Y 1 1 y 1 f?.. F4'. ( r ?1H`T?v1 b ??01014 ASS iy Z 5 COVhTY OFRK'?Py July 8, 1982 WASHINGTON ASSOCIATION OF COUNTY OFFICIALS 105 E. 8th M... Suite No. 307 Olympia, Washington 98501 ) .)CO Telephone 1206)9 11812 SCAN 21:7319 TO: County AuditorACO _ I FROM: James GocheAdminis trative Assistant SUBJECT: Maps and Surv iling Surcharge The Department of Natural Resources (DNR) held a hearing on June 22, 1982, on proposed fee increases and rule changes per- taining to maps and surveys submitted for filing. After DNR received comment from WACO and other local government agencies, it reformulated its regulations and produced the final copy which is attached. The regulations alter the definition of certain instruments to be filed and place a $15 per instrument surcharge on each instrument filed in addition to other fees required to be collected. These regulations were signed by the Commissioner and will be effective on July 30, 1982. JG:kk. Attachment )' v` klk t + s t '1 q50? 1 1, ) l 1' y lc7 '{? M' 1 ? i 11 i. 1 d ? tV+ t, r Department of Natural Resources (agency name) Administrative Order No. .157f( (1) 1, Arian J. Boyle, Idhcc!at Of Commissioner of Public Lands Administrator Dept. of Natural Resources do r mulgate naa dot t Olympia," Washington, Office of the Commissioner, 2nd pF?oor, ub?ic .ands SU3.1 ng (place) the annexed rules relating to: The establishment of fees to be charged by each county auditor as a condition precedent to the filing and recording of any surveys, subdivision plats; short plats, and condominium surveys, plats or maps. (2) ALTERNATIVE A. Use only for Adopt$q?n Qf Pbanent Rules. This action is taken pursuant to Notice No. L_ filed with the code reviser on 82 Such rules shall take effect: ba `pursuant to RCW 34.04.040(2). C 1., . at a. later date, such date being (2) ALTERNATIVE B. Use only for Adoption of Emergency Rules. I. .... find that an emergency exists and that the foregoing order is necessary for the preservation of the public bealth, safety, or general welfare.and that observance of the requirements of notice and opportunity to present views an the proposed action would be contrary to public interest. A statement of the facts constituting such emergency is: Such rules are therefore adopted as emergency rules to take effect upon filing with the code reviser. (3) Pursuant to the requirements of RCW 34.04.026' that 'every agency shall incorporate the most specific, but in no case omit all, of the fallowing language alternatives when adopting or amending rules' (fill in statement (a), (b), or (c) as appropriate): Cl (a) This rule is promulgated pursuant to RCW RCW 58.24 (sec. 7 Ch 16 Laws and is intended to administratively implement that statute. of 1982) 11 (b) This rule is promulgated pursuant to RCN which directs that the (agency) has authority to implement the provisions of (name of act or RCN citation) 1-1 (c) This rule is promulgated under the general rule-making authority of the as authorized in RCN (agency) (4) The undersigned hereby declares that he has complied with the provisions of the Open Public Meetings Act (chapter 42.30 Rew), the Administrative Prncedure Act (chapter 34.04 RM or the Higher Mucation Administrative Procedure Act (chapter 288.19 RCW), its appropriate, and the State Register Act (chapter 34.08 RCW). (5) This order after being first recorded in the order register or this agency is herewith transmitted to the Code Reviser fur riling pursuant to chapter 34.04 RCN and chapter 1-12 WAC. AI'PROVED)' AFOi,'` f)li?liii? me 30. _ ,9 32 . r Ia FD -r? ©). -r--?_ OPUBLXCLAUDS COMISSI , R rr.tir. f. Title NEW SECTION WAC 332-150-010 AUTHORITY AND SCOPE. This chapter is pro• mulgate pursuant to the authority granted in Chapter 165, Laws of 1982. WAC 332-150-010 through WAC 332-150-040 are intended to implement section 7 of Chapter 165; Laws of 1982. NEW SECTION ` WAC 332-150-020 DEFINITIONS. As used in WAC 332-150-010 through WAC .32-,50-040, the following definitions shall apply: (1)' "Surveys." All.records of surveys reqruied to be filed by law pursuant to Chapter 58.09 RCW and all other land. division plats or maps required by local ordinance to.be filed and recorded. (2) "Subdivision plats." All plats required to be filed by law pursuant to Chapter 58.17 RCW. (3) "Short plats." A11:short plats required to be filed by law pursuant to Chapter 58.17 RCW. (4) "Condominium surveys, plats or maps." •All surveys,-plats, or maps required. to be filed by law pursuant to Chapter 64.32 RCW. (5)• "Instrument." The total document filed and recorded. of each of the above regardless of the number of pages. This term also includes corrections to such instruments, including but not limited to boundary line adjustments, correction affidavits, -and correction plats and surveys. NEW SECTION WAC 332-150-030 FILING AND RECORDING FEES. After the w `± effective too t is regulation, each county auditor shall collect the fee of fifteen dollars per instrument in addition to any other fees required by law, as a condition precedent to the filing and recording of any surveys, subdivision plats, short plats or -condominium surveys, plats or maps. NEW SECTION WAC 332-150-040 FILING AND RECORDING FEES - DESIGNATION OF FEES. The fees -Imposed by the foregoing rules are designated, for and related solely to the purposes and provisions of Chapter 58.24 RCW and not for the maintenance, sale and distribution of publications authorized by RCW 43.99.142. NEW SECTION WAC 332-150-050 BIENNIAL REVIEW. The fee established by these rules shall e reviewed subsequent to the adoption of each biennial budget for surveys and maps to determine the sufficiency. ?u. -of such fee. If revenue is determined to be inappropriate for the program need the department shall adjust the fee accordingly. S k r 'fa j.,. r ? ?t rN k ;aµy? W t 1 4 ")f 4 ? 'y C 1'? l r y S ? ' ? _ f dY s r;> ?? r K s ^ 6 --.!OW. , ' N,adFLCi ,Tfr 1$?v aaii's'l?FO'a*r4`i•+'L &?•?,i„yu fly ibrvpi.Y^,1`. N*OT.1CE OIL I1_TE-NT1C 11-0 .' DOP-(•„ t%11 FND. Olt PEAL RULES (lmtntctions fur completion nn hack of page) lAdditrunal information may be typed tm hack•of page) WE t` (1) Notice fS' hereby i•iyen in accordance th the ..t7 c r:ion; nr R(a1' 3•i.Od.02u f,l'(j l,r tls?LIII M )a ihnt th Dt?rc+rtment of tvatu 1 Etc ouTces !?•r j )?F3? hram or-tmcy) `- b?ftSl;iilf;7TI A$SOht intends to odnpt, n .mend.or rel>t.nt rules concerning:' O CUOr'1TY 11SOC1A77IAI.S.C Tire-establishment of fees to be charged-by. each county auditor as a condition precedent to the filing and recording of any surveys, subdivision plats, plats, short plats, and condominium surveys, plats, or maps. (HEARING DATE AND PLACE) I (2) (Use only W hearing is to be held) that such agency will at 7:00 P.m. Tuesday June 22,_1982 ? Y (time) (day) (date) in the Senate Hearin Room No. 1, Room 103, Public Lands Dldg.. Olympia, . conduct a hearing relative thereto. (place) 4R. 9850+ 13) (a) f-1 The adoption, amendment, or repeal of such rules sill take place immediately following such hearing. -OP-' (b) hd The formal adoption, amendment, or repeal of such rules will take place at 9.00 a m Wednesday June 30, 1982 4 -(time) (day) (date) in the Office of the Commissioner of Public Lands 2nd Floor, Public (place) Lands Bldg., Olympia, WA 98504 (4) The authority under which these rules are proposed is Section 7 Chapter 165. Taws. of 1982 (6) Interested persons may submit data, views, or arguments to this agency - (a) RL. in writing to be received by this agency prior to June 29 19a? and/or (date) • (b) iX orally at _ 7:00 p.m. Tuesday June 22, 1982 s (time) (day) (date) 9pnarr, Hearing Room No. 1 Room 103, Public Lands BlA O1 ia,. (place) WA 9 5 (6) The additional notice required by RCW 34.04.025 has been made by (a) mailing copies of this notice to all persons who have made timely request of this agency for advance notice of its rule-making proceedings, and (b) filing copies of this notice with the secretary of the senate, the chief clerk of the house of representatives. and the rules review committee. (7) This notice is connected to and continues the motter in Notice No(s). 1VSR filed with the code revisers ollice on a _ • (date) Department of Natural Resources (AGENCY) Dated: --MAX 111. 1982 - Commissioner of Public Lands' (TITLE:) STATE OF WASHINGTON FILED' MITI 181982 COD; UPSETS OFFICE 'l'VSR _R?-ft-0Ri NOTICE tun not wnta in this space) N.O. Theie pnccerdings may requee stlditinnal notice pnrsusnt to the Open Public Meetings Actof 1971- 1 acnsult chap:er 12.30 II(:W. )?? t )? I?t t •R?1 ?r ? ?' . - ? ,..,3"'r+k r/i ,,(pp VI ,'?i ? L14 i ?, ? ) ?? ? i ? ? ?? ? ?,t ? 5' ?,y q,?11t4 ? r t c, _ o ???ky7L"1l3 it t i CHAPTER 332-150 WAC SURVEY, PLAT AND MAP FILING AND RECORDING FEES NEW SECTION. WAG 332-150-010 AUTHORITY AND SCOPE. This chapter is pro- mulgate pursuant to the authority granted in. Chapter 1?5, Laws of 1982. WAG 332-150-010 through WAC 332-150-040 are intended to implement section 7 of Chapter 165, Laws of 1982. + NEW SECTION. WAC 332-150-020 DEFINITIONS. As used in WAG 332-150-010 through WAC i3 -'50-040, the following definitions shall apply: (1) "Surveys." All records of surveys required to be filed by law.pursuant to Chapter 58.09 RCW and all other land division plats or maps required by local ordinance to be filed and recorded. (2) "Subdivision plats." All plats. required to be filed by •' -law-pursuant-to Chapter 58.17 RCW. (3) "Short plats." All short plats required to be filed by law pursuant to Chapter 58.17 RCW. _ (4) "Condominium surveys, plats or maps." All surveys, plats, or maps required to be filed by law pursuant to Chapter 64.32 RCW. NEW SECTION. ' WAC 332 150 030 FILING AND RECORDING FEES. After the effective ate o t is regulation, each county auditor shall collect the fee of twenty dollars per instrument in addition to any other.fees required by law, as a condition' precedent to the filing and recording of any surveys, subdivision plats, short plats or condominium surveys, plats or maps. • t NEW SECTION. WAC 332-150-040 FILING AND RECORDING FEES - DESIGNATION OF FEES. The ees imposed by the foregoing rules are designated for and related solely to the purposes and provisions of Chapter 58.24 RCW and not -for the maintenance, sale and distribution of publications authorized by RCW 43.99.142. 7 +M d'?:'? y _ t 7y?t .? ? . t 1? ? r. f t? :t t7• ? aJ . . A*N i y ? t ,S r +Frt +?1. t4 t .+- i.{r e+ cvHww, vnt ti?uxL•n.w4 . . , p? { 1 ? f ? 0 ?6 f' j 1 Y RI{ l r y 1 `Y ( ?'l h 3 yk i?V _!, ?Im Uphone (M6) 943-1812 6tON ASSOCi4! SCAN 234.7319 ' WASHINGTON ASSOCIATION OF COUNTY OFFICIALS / f 105 E. Sth Ave., SuQe No. 307 Olympia, Washing.or. 98501 .7 r' COV'Y7'y OFfW?P? x May 11, 1981 To: County Auditors . From' Fred M. Saeger, WACO Executive Director Subject: Permanent Survey Record Attached is a copy of a letter WACO recently received from Deputy County Auditor Lucile Lintecum, Stevens County, re.-- garding the difficulties Stevens County is experiencing - with Diazo Mylar, a film which is being used to file many of the surveys. Apparently, due to the poor quality of this mylar, auditors accepting such copies are not receiving a "permanent" record. I think the easiest way to solve this dilemma is for auditors to make this known to survey- ors in their area, and, hopefully, they will cooperate. I think that the auditors have a real hammer in that RCW 58.09.050 clearly states that surveys qualifying under this section shall be "legibly drawn, printed, or repro- duced on a process.guaranteeing a permanent record..." WACO will make an attempt to see that this same information is relayed to the Land Surveyors' Association of Washington. FMS:kk Attachment yY lff. L C r }f' ? p N ?,d" 1•f?'4M?'4 1 '7.yTpi 11 A?@jI75Y1 1 A,M ! F.(k1i?YUlu lm'N G tF' J Sy?t D V" .: P iY11?y ?r W ,rhtuV?S.YV'? 'dY£q 1 '.1, lA /jhl '"1 r'Y°dNP' Y' ? ? ? 4/ C!+ L ' r I ? ?r 3 1 , i r rt N ? 4 r1 ) ? h ?I. +,' r ?. . i? } L ?? 1 f vl +. ?J ?1 Y ? f' 't ?, f 1 L 1 ?'? ? ? ?I 1 N? f If Y NNtt??r?+ 1 I :pr ........i i ""?._ , County of Stevens State of Washington .? Office of County Auditor VIRGINIA M. JENSEN, County Auditor 684-4231 ' ra ._.. ?. Colville Washington 99114 ONE@ April 29, 1981 MAY 1 1981 WASHINGTON ASSOCIATION Association of County ASSOCIATION 105 s. 8th. Ave. - Suite 307 OF COUNTY OFFICIALS n Olympia, Washington 98501 a This letter is to inform you of a real expensive problem for all Counties which has r, come to light in Stevens County because of the fact that we were up-dating our plat ,x records for the purpose of storage. At" Unknown to us many of the Surveys which have been filed have been on Diazo Mylar irhich looks great at the time of filing but have a shelf life of around ten years i? before they become so faded that they may be hard to reproduce. This of course varies ' depending on how many times they are exposed to the light. Dlazo tfylar is not a permanent record. ? If you will refer to the Survey recording act under RCW 58.09.050 it states very clearly that a survey shall be, legibly drawn, printed or reproduced by a process guaranteeing a permanent record in black on tracing cloth, or equivalent. If ink is used on polyester base film, the ink shall be coated with a suitable substance to z assure permanent legibility, as per the attached copy of ROW 58.09.050. 'y L Out of h32 Surveys we have had to have 153 of them reproduced on Photo Mylar film which is a permanent record at a cost of $12.75 each for a total of $1950.75 plus tax and mileage. It is very hard to tell the Diazo Mylar from a Photo Mylar but I feel that aoenehow word is going to have to go out to all Surveyors that they have to file a Survey guaranteeing a permanent record and that Diazo Mylars cau not be accepted for filing. Many of the Surveyors have been using the Diazo Mylar due to the fact that it is much cheaper for them. Maybe they are unaware that the Diazo process is not a permanent record but whatever the•case may be all Auditor's should be aware of y y, r the problem. f s Ik',tits '?'? As I read the law the Auditor's can request that the permanent type of Survey be k, ?r r r the only kind acceptable for filing. % Perhaps this can be looked into and discussed at the Auditor's Convention and that fly something can be done about the poor quality of part of the Surveys that are being ? 3 ff filed. { Very truly yours, VIRGINIA M. JFIISL:, Stevens County Auditor y- ??Ni L ['.tc•., ?_/ Deputy In- &Z:, `t I lI SON ASS U 4aIJ L..x Tcr?hua•(20G1793•;BIY t`?NG OSCAN-239.7319 WASHINGTON ASSOCIATION OF COUNTY OFFICIALS 105 E. 8th Avc.. Sulle No. 307 ', ~,1 •;;. ••,t1 `'?, ' Olympia. Washing m.. 98501 .1- 5- O?UNTy oFF. /? g• fir,, May 11, 1981 I"6 L Y AIPLJ To. County Auditors . From0 Fred M. Saeger, 14ACO Executive Director Subject: Permanent Survey Record Attached is a copy of a letter WACO recently received from Deputy County Auditor Lucile Lintecum, Stevens County, re- garding the difficulties Stevens County is experiencing with Diazo Mylar,'a filt which is being used to file many of the surveys. Apparently, due to the poor quality of this mylar, auditors accepting such copies are not receiving a "permanent" record. I think the easiest way to solve- this dilemma:is for auditors to make this known to survey- ors in their•.area, and, hopefully, they will cooperate. I think that•.the auditors have a real hammer in that RCW. 58.09.050 clearly states that surveys qualifying under `I this section shall be "legibly drawn, printed, or repro- duced on a process guaranteeing a permanent record..." r WACO will make an attempt to see that this same -information is relayed to the Land Surveyors' Association of 1Tashington.' FMS : klc Attachment j ?? ?. } k 19 }?! 1( , &UR . ? ? :ISM i ? r' ? r ?•I ?. ? , ? d?$?q;nS ? ?2.? h ou of a real expensive problem for. all Courties which has This letter is to inform y come.to light in Stevens County because of the fact that we were up-dating our plat records for the purpose of storage. Hylar Unknown to us many of the Surveys which have been filed have been on Diazo ten years iihich,looks great at the time of filing but have s of around before they become so faded that they may be hard. to reproduce. This of course on how many times they are exposed to the light.'Diazo Mylar is varies depending not a permanent record. If you will refer to the Survey recording act under RC 058.09.05 it states a prods clearly that a. survey shall bey legibly drwn, p :t guaranteeing a permanent record e black beraoatedcwith?aosuitabla substance o is shall usedon polyester base*film? .?., assure permanent legibility, as per the attached copy of RCW 56.09.050. } film Out of 432 Surveys have had -to have 153 of tbepi ereproduced on ofo01950-75 plus which is s a permanent t retard at a cost of f $12-75 sach tax and mileage. tha It is very hard to tell the Dazo S r Photo Hylar but I they have toofi.le atSurvey? word is going to have to g goo o guaranteeing a permanent record and that Diazo Mylars can not be accepted for filing. Many of the Surveyors have been using the Di.azo Mylar due to the fact that it is aware not much cheaper are unawa that the may be all process is permanent record but whatever of the problem. As I read the law the Auditor's can request that the permanent type of Survey be <,•,;' the only kind acceptable for filing. Perhaps this can be looked into and discussed at the Auditor's Convention and that, something can be done about the poor quality of part of the Surveys that are being 1i filed. Vory truly yours, 1t VIRGINIA M.-JENS&N, Stevens County Auditor Av_ .,.•n A,'!.• /\'iin .I..O.tc•w..?? Dnnuty _.. '??<•^X'v??,aa"'L`..._ f ,l OFFICE OF THE Z Jefferson County Auditor { F?. d'. .lir 1_' .k•. I'C COURTHOUSE: /••, •,. ?, 1_ .i% PORT TOWNSEND, WASH INGTON 98369 °•., * Y+?:^•`i3.r•x ' BETTY J. TEMPLE, COUNTYAUDITOR rr: T``J• ? + 6 ??: 1}, HOeccso To: Lie-ensed Land Survo-k From: Jefferson. County Auditor Following are the requirements of the Jefferson'County Auditor's , office 1:•ith regard to the filing of land-surveys in accordance with Chapter 50, Laws of 1973: RECORD OF SURVEY----------------- es x 24 inches Size of map: 18 inchA Number required: One map on Dolyestgr base filn. Ink shall be coated with a suitable substance to assure permanent legibility. A two inch, mar_-in shall be provided on the left edge and a one-half inch margin shall be provided , at the other edges of the map. Also, two legible copies- R13CORD OF_MCVUMMIT: Size: 81 inches x A. inches Number required: Tvo legible copies on form designed and prescribed by the Bureau of Surveys and Maps. (These forms should be available in the Auditor's office and in the Engineer's office by June 15th) Attached Is Jefferson County Ordinance No.2-73, 1973, which states the fees and f1lin. and for conies set by the Board 'of Jefferson County Commissioners. • a Copies must be obtained from the Auditor's office, t W If you !,+ore anv wvirtion3 pertaining to the Land Survey Act, w.e ? have infnrnatian :in our n: ^ic; ami would 110 ha;>py t•o heln you. ORDINANCE NO. 2-73 BE IT ORDAINED BY THE BOARD OF COMMISSIONERS, JEFFERSON COUNTY, WASHINGTON. SECTION •1. PURPOSE. 'The purpose of this ordinance is to implement the Survey Recording Act (Chapter 50, Laws of 1973) and to assist in preserving evidence of land surveys by establishing fees for recording a public record'as prescribed by the act. SECTION 2. RECORD OF SURVEY., The record of land surveys shall be 18 inches by 24 inches and filed according to the following fee schedule: A. ' Basic Fee - first page $10.00 , B. Each Additional Page $ 5.00 C. Each Additional Owner's Name $ 1.00 SECTION 3. COPIES. Copies of the record of survey shall be provided on request according to the following fee schedule: A. Basic Fee - first page $ 5.00 B. Each Additional Page $ 3.00 SECTION 4. RECORD OF MONUMENT. The Record of Monu- ment shall be filed without charge on the standard form prescribed by the Department of Natural Resources, Bureau of Surveys and Maps. ' 7H fit SECTION 5. COPIES.' Copies of the Record of Monument shall 4 be provided on request according to the following fee schedule: A. Basic Fee $ 2.00 r y ? y . APBR "r'ADOPTED' this 1) dayof?. 1973. ' F • f { BOARD OF COMMISSIONERS i d - 1 i• JEF RSON COUNTY f ATTEST: Jhh` 2C ? ? ?• (? .. 17. . ?? ( A r1 'r ? - , uditor 7o, Coditty 'n ty ):' Tc? o ip and ]:a' officio Clark of the Board • " i i ?[ 1 ?pd?y??? ???fi }9 r 13'fT?'T' r r :? "1 * ! 1 1+, ? , flk ? 'bs TRF '?'14•.rf't 8i L?1 S ?rtl1?1 "+Ua S ?ro,?? ? ?,a R,?uI?PM? en.,??,r ' ?t h t 'fit t rfF ? ,1 , } 1r ?". Y r • 4 c( * x 4 sue:` ?^? STATE ®F l ASHINGT®h1 } SURVEY RECORDING` ACT t,u Chapter 50, Laws of 1973 RCW 58.09 "t c 58.09.030 Purpose-Short Title. The form as to meet the requirements of this replaced, or removed, describing their •p - purpose of this chapter Is to provide a chapter, which through accepted survey kind, size, and location and giving other - method for preserving evidence of land procedures, shall disclose: data relating thereto; '''•: - surveys by establishing standards and (a) The establishment of a corner (b) Bearing trees, corner accessories procedures for monumeating and for re- which materially varies from the de- or wltness monuments, basis of bearings,. cording a public record &'e the surveys. scription of record; bearing and length of lines, scale of map, r ' Its provisions shall be med supple- (b) The establishment of one or more and north arrow; - mentary to existing laws relating to sue- property corners not previously existing; (c) Name -and legal description 61 .t )1 ' veys, subdivisions, platting, and bound- (c) Evidence that reasonable analysis I. I. which the survey I. located and t - cries. might result in alternate positions of ties to adjoining surveys of record; .+" This chapter shall be known and may lines or points as a result of an ambiguity (d) Certificates required. by RCW 58- ` be cited as the "Survey Recording Act". in the description; .09.080; K . [1973 c 50 § 1.] (d) The reestablishment of lost gov- (e) Any other data necessary for the al? ` ernmen[ ]and office corners. Intelligent interpretation of the various 58.09.020 Definitions: As used in this (2) When a licensed land surveyor, items and. locations of the points, lines ?o» chapter: while conducting work of a preliminary and areas shown. - :. (1) "Land surveyor" shall mean every nature or other activity that does not . (2) The record of comer informahon r person authorized t0 praclice the pro- constitute a survey required by law to as required by RCW 58,09.040(2) shall Session of land surveying under the pro- be-recorded, replaces or restores an ex- be on a standard form showing: s •? vLsians of chapter 18.43 RCW, as now or fisting or obliterated general land office (a) An accurate description and loca that, within tion, in reference to the corner position, hereafter amended. corner, it is mandatory (2) ''Washington coordinate system" ninety days thereafter, he shall file with of all monuments and occewories found .p shall mean that system of plane cooed(- the county auditor in the county to which at the corner; rF , nates as established and designated by Bald corner Is located a record of the (6) An accurate description and Iota- -•` y. _ chapter 58.20 RCW. monuments and accessories found or tton, Jn reference to the corner position, ; (3) Survey" shall mean the locating placed at the comer location, in such of all monuments and accessories placed and monumcnting In accordance with form as to meet the requirements of or replaced at the comer; - • sound prlndples of land surveying by this chapter. [1973 c 50 § 4.1 . (c) Basis of bearings used to describe so under the supervision of n licensed or locate such monuments or accessories; land surveyor, of points or lines which 58.09.050 Records of survey-Prop- (d) Corollary information chat may be define the exterior boundary or bound- essing. The records of survey to be filed helpful I. relocate or identify the corner axles common to two or more ownerships under authority of this chapter shall be position; or which reestablish or restore general processed as follows: (e) Certificate required by RCW 58- land office corners. [3873 c 50 § 2.] (1) Surveys which qualify under RCW .09.080. [1973 c 50 § 0.] - 50.09.040 (1) shall be a map, legibly 66.09.070 Coordinates-Map showing " q 58.09.030 Compliance with ebapter re- drawn, printed or reproduced by a pro c- control scheme rdln es When oordl- qulred. Any and surveyor engaged In ass guarnnteeing ¢ permanent record in nates In the Washington coordinate sys- the practice of land surveying may pre- black on tracing cloth, or equivalent, tam are shown for points on a record of pare maps, plats, report.5, descriptlons, or eighteen by tweny-four inches, or of a survey map, the map may not be re- other documentary evidence In cormec- size ns required by the county nudltor. IL corded unless it also shows, or not be r, } tlon therewith. Ink is used on polyester base film, the pooled by ¢ map ahowlag, the is accom. control Every map, plat, report, descrlpllon, ink shall be coated with ¢ suitable nub- scheme through which the coordinates or other document issued by o licensed stance to assure permanent leglb1IJty. A were determined from points of known land surveyor shall comply with the two Inch margin shall be provided on the coordinates. [1973 c 60 § 7.] r provisions of this chapter whenever such left edge and none-half Inch margin map, plat, report, description, or other shall be provided at the other edges of 58.09,080 Certificates - Required - - document is tiled as a public record map. Forms. Certificates shall appear on the c !r It shall be unlawful for any person to (2) Informntton required by RCW record of survey map as follows: _ stgn, stamp, or seal onyy map, report, plot, 58.09.040(2) shall be recordedo.. stand- SURVEYOR'S CERTIFICATE descrlpllon, or other documen! for filing Ord form eight and one-halt inches by This map correctly represents n survey ?h under this chapter unless he be n land fourteen inches which shalt be designed made by ma or under my direction In ' surveyor. [1973 c 50 § 3.] and prescribed by the burenu of surveys conformance with rho requirements of and Maps; ,• F ''. 58.09.040 Records of survey-Con- (3) Tw the Survey Recording Act at the request o legible prints of each record tents-Flilog-Replacing corner, filing of surveles and na records required of under monuments and of........... - ............. In.................. ..., ID the record. Aflcr making ro- f ?'. ti tormlty with sound p a rlndple survey in of can- land visions ¢ecessor of this chapter shall be fuml had Name of Person ......................._........... .' c ,jl S surveying, n land surveyor may file a to the county nudltor In the county In (Signed and Sealed) tS«.„ i ` y `ri 'r record of survey with the county nudltor which the survey Is to be recorded. The Cortlficate No ................................ .. c. ' - ?? 1 x in the county or counties wherein the auditor shall keep one copy for hla rec AUDITOR'S CERTIFICATE Pa n Muds surveyed are situated. ords and shall send the second to the F i (1) yIt shall be mandatory, within bureau of surveys and maps 'It Olympla Flled far record thl.......................... day L•; ' S In book......-_.. of.....'O... nt page..... ...nT. •'`j 1 ,.1 ? t ?? on tllor general Lando or corowner- ships n 68.09.0 OCZR etordsD of survey, contents i F I ........ g .c a survey that a load surveyor shall fily e -Record of corner, nt the request of...-.............. - ..- information. (1) K F with the county auditor In the county or The record of survey as required by (Signed)....... ................................. ...... - l 1 i ?{ i i counties wherein the lands surveyed are RCW 68.09.040(1) shall show: County Auditor r ?" c tt?,qq?'' •? • , 't h •.f slluntM a reseed of Stich survey, In such (a) All monuments found, set, reset, 11973 c 50 § 8.J 56,09,080 When record of survey not requUed. (1) A record of survey is not record of corner information by section, township and ran e Additionally, sufficient controlling monu- of a required any survey: (a) When a has been made by a pub- g . The original survey map shall be stored f f menu shall be retained or replaced I. their original position to enable land Ile ol8cer in his official capacity and a reproducibl th or sa ekeeping in a reproducible condition. It shall be oper for the pr lines , propertyt corners, elevations and tract boandares to be reestablished e copy ereof has been filed with the coup engineer engineer of the county auditor to maintain for pu blic refer ence a set of counter maps that i without requiring surveys originating to which the lan is located. A map so filed shall be Indexed and ke t avaLLable are pr nts of the original maps. The original maps h ll b from monuments other than the ones disturbed by the current construction or p for public lnspeelle A record of survey shall not be required of a survey made s a e produced for comparison upon demand. [1973 c 50 activity. It shall be the responslbility of the by the United States bureau of land 58.09.120 bonuments-Requirements. governmental agency or others Perform- Ing constructi k h management. A state agency conducting surveys to carry out the program of the Any monument set by a land surveyor to mark or reference a point on a prop- on wor or ot er activity to provide for the monumentation re- agency shall not be requtred to use a erty or and line shall be permanently quired by 'his sectton. It shall be the of dut l d land surveyor as defined by this chapter: (b) Wh it i marked or tagged with the certiRcate b o y every an surveyor to cooperate with such governmental agenc or th en en s of a preliminary na- ture• .. - num er of the land surveyor setting t If the monument 1s at by a ublic officer y o er person in matters maps, field notes, (cj When a map 'sin preparatla' 2or It shall be marked by an- appropriate and other pertinent records. Monuments t t _ recording or shall have been recorded in ` . -Metal designatlon. se o mark the limiting lines of high- the - county under any local subdivision . or platting law or ordinance Monuments se! by a land surveyor shall be su8iciant I. n b ways, roads, or streets shall not be deemed adequate for this purpose unless y . (2) Surveys exempted by foregoing um er and dura- biltty and shall be efficiently placed s o specifically noted on the records of the Impro v t k subsections of this section shall require filing of n record of corner Information as not to be readily disturbed In orde r to assure, together with monuments al emen wor s with direct ties in bearing or azimuth and distance between Pursuant to RCW 58,09.040(2): 11973 c 50 - - - ready existing, the perpetuation or re- t hose and other monuments of record. hose c 50 § her [1973 13 ] § 9.] establishment oY any point or line oP e . - • - .58.09.100 Filing fee. • The charge for survey. [1973 c 50 § 12.] 58.09.140 Noncompllance grounds for filing any record of survey and/or record of corner information shall be fixed by 58.09.130 Monuments disturbed by eonsfinetton aclivitles-Frocedure-Re revocation of land surveyor's license. Noncompllance with nay prov sl ision of the board Of county commissioners. (1973 c 50 § 10 ] - : - gnlremeafs When adequate records ex- is! as to the l ti this chapter, as it now exis may ts hereafter be amended shall maturate . . ... .. . 68.08.110 Duties of county auditor. oca on of subdivision, tract, street, or highway monuments such man- uments shall be located and f , grounds for revocattion oP a land surv ey- or's authorization o practice the pro- The record of survey and/or record of re erenced by or under the direction of a land au- fessfon of land surveying and a further corner information filed with the county i veyor at the time when streets or high- set forth under RCW 18.43.305 and 18.43- 110 1 aud tor of any county shall be securely fastened by him into suitable books pro- ways are reconstructed or relocated, or when oth t 1 . [ 973 c 50 § 14.] ylded for that purpose. er cons ruction or activity af- facts their perpetuation When 58.09.900 Severabillky-973 c 50, It 1 12 " " " • He shall keep proper indexes of such record survey by the mme of owner , ever prac- tical a suitable monument shall be reset.... in th f any provision of a c r Its appllca- t, o lion to any person or clrcumslance is se and by sect[on, township, and range, avllh reference to other legal subdivlslons e sur ace oL the new construction. In all other cases permanent witness t held Invalid, the remainder of the act, or the application of the provision to . H e, shall keep proper.lndexes of the monumen s shall be set to perpetuate the location of preexistin other persons or circumstances is not nf- g monuments, fected., [1973 c 50 § 15.] w; n? •??s?_ ,tip _? - :? - .. s?? ' , + V Surveys-Recording A,y.? ,', , `' •r properly or shall desire to vacate the whale or any par- county auditor. 11973 Ives. c 195 § 74; 1969 eves. c ), F tion of any existing plat, map, subdivision or replat, such 271 § 34; 1963 c 66 § 1; 1909 c 200 § 1; 1907 c 44 § l; J. 'parson or persons, corporation or corporations must, at 1893 c 129 § 2; RRS § 9291.] the time of filing the same for record or of filing a peti- Sauabnuy-Errembe dates And termination dates-Comtruc- qgf tion for vacation thereof, file therewith a certificate from don-1973 1st eves. c 195: See notes following RCW 84.52.043. the proper officer or officers who may be in charge of Sever¦mlity-1969 exec. a 271: See RCW 58.17.910. the collection of taxes for which the property affected Assessment date: RCW 84.40.020 v may be liable at that date, that all taxes which have Property fasts-Collection of taxes: Chapter 84.36 RCW. been levied and become chargeable against such prop- y+ erty at such date have been duly paid, satisfied and dis- 58.08.050 Official plat-Platted streets as public ,?Ft charged and must file therewith a certificate from the highways. Whenever any city or town has been surveyed r L al r proper officer or officers, who may be in charge of the and platted and a plat thereof showing the roads, streets " collections, that all delinquent assessments for which the and alleys has been riled in the office of the auditor of $ properly affected may be liable at that date and that all the county in which such city or town is located, such special assessments assessed against said property, plat shall be deemed the official plat of such city, or °tf which, under the plat riled, become streets, alleys and town, and all roads, streets and alleys in such city or other public places, have been paid. [1927 c 188 § l; town as shown by such plat, be and the same are do- 1893 a 129 § 1; Code 1881 § 2331; 1862 Is 431 § 4; 1857 clared public highways: Providing, That nothing herein r S " a p 26 § 4; RRS § 9290.1 shall apply to any part of a city or town that has been o ° acknowledgments out Artist. RCW 6408.02a vacated according to law. [Code 1881 § 3049; 1877 p f. r 15 Foreign acknowledgment; who may tike: RCW 64.08.040. 314 § l; RRS § 9292.] ON , a Taxes collected by treasurer-Dates of delinquency: RCW Platted street; public highways-Lack of compliance, penalty: 84.56.02a RCW 58.08.035. Who may take acknowledgments: RCW 64.08.010. Streets and alleys over first class tidelands-Control of: RCW r 35.21.250. tr 58.08.035 Platted streets, public highways----Lack Streets aver tidelands declared public highways: RCW 33.21.230. of compliance, penalty. All streets, lanes and alleys, laid '. - off and recorded in accordance with `the foregoing pro- f 's visions, shall be considered, to all intents and purposes, Chapter 58.09 public highways, and any person who may lay off any SURVEYS RECORDING ,town or any addition to any town in this state, and ne- 6 glect or refuse to comply with the requisitions aforesaid, Sections shall forfeit and pay for the use of said town, for every 58.09.010 Purpose-Short tine. 58.09.020 Definitions. - month he may delay a compliance with the provisions of ;t this chapter, a sum not exceeding one hundred dollars, 58.09.070 Compliance with chapter requited, B 58.09.040 Records of survey-Contents-Piling-Re- nor less than five dollars, to be recovered by civil action, placing corner, riling record. i in the name of the treasurer of the county. [Code 1881 § 58.09.050 Records of survey-Processing. 2372; 1862 p 431 § 5, 1857 p 26 § 5; no RRS.] 58.09.060 Records of survey, contents-Record of corner, information. -'F -Revivers wtc 'the foregoing provislons' refer to earlier sections of 58.09,070 Coordinates-Map showing control scheme f, chapter 178, Code of 1881 codified (as amended) in RCW 58.08.010- required. 58.08.030, 58.09.080 CcrtiGeates-Required-Porms. , Platted ttrcru as publfe highways; RCW 78.08.050. 58.09.090 When record of turvey not required. Re olation ofsurveYs Arid Phrs: RCW 58.10040 58.09.100 Piling fee. ! 58,09.110 Duties of county auditor. ; 38.09.120 Monuments-Requirements. ( 58.09,130 Monuments disturbed by construction activities- 58.08.040 Deposit to corer anticipated taxes. Any Procedure-Requirements. person filing a plat subsequent to May 31st in any year 58.09.140 Noncompliance grounds for revocation of land sur- and prior to the date of the collection of taxes, shall de- veyor't license. posit with the county treasurer a sum equal to the 58.09.900 Scverabllny-1973 a 50, product of the county assessor's latest valuation on the unimproved property in such subdivision multiplied by 58.09.010 Purpose---Short title. The purpose of the current year's dollar rate increased by twenty-five this chapter is to provide a method for preserving evi- percent on the property platted. The treasurer's receipt dente of land surveys by establishing standards and pro- p;" 1 ° h for said amount shall be taken by the auditor as evi cedures for monumcnting and for recording a public ? dente or the payment of the tax. The treasurer slstll ap• record of the surveys. Its provisions shall be deemed ?. c propriate so much of said deposit as will pay the taxes supplementary to existing laws relating to surveys, sub-+ on the said property when the tax rolls are placed in his divisions, planing, and ooundaries. ' hands for collection, and In case the sum deposited is in This chapter shall be known and may be cited as the r" ~ C excess of the amount necessary for the payment of the "Survey Recording Act'. (1973 c 50 § 1.1 said taxes, the treasurer shall return, to the party depos• P` t § d+ t ; tItlPoW ,j?v inng, the amount of said excess, taking his receipt 58.09.020 Definitions. As used in this chapter: therefor, which receipt shall be accepted for its face (1) "Land surveyor' shall mean every person author- K w value on the treasurer's quarterly settlement with the izcd to practice the profession of land surveying under a t- r yet. Pride 58 RCW (1979 Ed.)-p 31 r t? V I F r b; ' $? f a l? "r °!? q ft?-e 1 171 ??? ? r},+ 9 ? i ll t It k. i ? t Sri F7 58.09.020 Title 58 RCW: Boundaries and Plats } the provisions of chapter 18.43 RCW, as now or hereaf• ter amended. (2) 'Washington coordinate system' shall mean that system of plane coordinates as established and desig• nated by chapter 58.20 RCW. (3) 'Survey' shall mean the locating and monument- Ing in accordance with sound principles of land survey- ? ' or under the supervision of a licensed land Ing b y surveyor, of points or lines which define the exterior boundary or boundaries common to two or more owner- - ships or which reestablish or restore general land office ,p corners, [1973 c 50 § 2.1 to 58 09.030 Compliance with chapter required. Any land surveyor engaged in the practice of land surveying may prepare maps, plats, reports, descriptions, or other documentary evidence in connection therewith. Every map, plat, report, description, or other docu- ment issued by a licensed land surveyor shall comply with the provisions of this chapter whenever such map, plat, report, description, or other document is filed as a public record. It shall be unlawful for any person to sign, stamp, or seal any map, report, plat, description, or other docu- ment for filing under this chapter unless he be a land surveyor. [1973 c 50 § 3.1 $8.09,040 Records of survey-Contents-Fil- Ing-Replacing corner, filing record. After making a survey in conformity with sound principles of land sur- veying, a land surveyor may rile a record of survey with the county auditor in the county or counties wherein the lands surveyer' are situated. (1) It shall be mandatory, within ninety days after the establishment, reestablishment or restoration of a corner on the boundary of two or more ownerships or general land office corner by survey that a land surveyor shall file with the county auditor in the county or counties wherein the lands surveyed are situated a record of such survey, in such form as to meet the requirements of this chapter, which through accepted survey procedures, shall disclose: (a) The establishment of a corner which materially varies from the description of record; (b) The establishment of one or more property corners not previously existing; (c) Evidence that reasonable analysis might result in alternate positions of lines or points as a result of an ambiguity in the description; (d) The reestablishment of lost government land office corners. (2) When a licensed land surveyor, while conducting work of a preliminary nature or other activity that does not constitute a survey required by law to be recorded, replaces or restores an existing or obliterated general land office corner, it is mandatory that, within ninety days thereafter, he shall file with the county auditor in the county in which said corner is located a record of the monuments and accessories found or placed at the cor- ner location, in such form as to meet the requirements of this chapter. 11973 c 50 § 4.1 58.09.050 Records of survey-processing. The re- cords of survey to be riled under authority of this chap- ter shall be processed as follows: (1) Surveys which qualify under RCW 58.09.040(1) shall be a map, legibly drawn, printed or reproduced by a process guaranteeing a permanent record in black on tracing cloth, or equivalent, eighteen by twenty-four inches, or of a size as required by the county auditor. If ink is used on polyester base film, the ink shall be coated with a suitable substance to assure permanent legibility. A two inch margin shall be provided on the left edge and a one-half inch margin shall be provided at the other edges of the map. (2) Information required by RCW 58.09.040(2) shall be recorded on a standard form eight and one-half inches by fourteen inches which shall be designed and prescribed by the bureau of surveys and maps. (3) Two legible prints of each record of survey and records of monuments and accessories as required under the provisions of this chapter shall be furnished to the county auditor in the county in which the survey is to be recorded. The auditor shall keep one copy for his records and shall send the second to the bureau of surveys and maps at Olympia. Washington, with the auditor's record number thereon. [1973 c 50 § 5.] 59.09.060 Records of survey, contents-Record of comer, information. (1) The record of survey as required by RCW 58.09.040(1) shall show: (a) All monuments found, set, reset, replaced, or re- moved, describing their kind, size, and location and giv- ing other data relating thereto; (b) Bearing trees, corner accessories or witness monu- ments, basis of bearings, bearing and length of lines, scale of map, and north arrow; ' (c) Name and legal description of tract in which the survey is located and ties to adjoining surveys of record; (d) Certificates required by RCW 58.09.080; (e) Any other data necessary for the intelligent inter- pretation of the various items and locations of the points, lines and areas shown. (2) The record of corner information as required by RCW 58.09.040(2) shall be on a standard form showing: (a) An accurate description and location, in reference to the corner position, of all monuments and accessories found at the corner; (b) An accurate description and location, in reference to the corner position, of all monuments and accessories placed or replaced at the corner; (c) Basis of bearings used to describe or locate such monuments or accessories; (d) Corollary information that may be helpful to relo- cate or identify the corner position; (e) Certificate required by RCW 58.09.080. 11973 c 50§6.] 58.09,070 Coordinates-Map showing control scheme required. When coordinates in the Washington coordinate system are shown for points on a record or survey mop, the map may not be recorded unless it also shows, or is accompanied by a map showing, the control a Surveys-Recording 58.09.900 scheme through which the coordinates were determined from points of known coordinates. [1973 c 50 § 7.1 58.09.080 Certificates_Required-Forms. Car. tificates shall appear on the record of survey map as follows: SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the require- mcnts of the Survey Recording Act at the request of --------------- in ----------- 19__. Name of Person (Signed and Sealed) ------------- Certificate No. ----------------- AUDITOR'S CERTIFICATE Filed for record this _____ day of ----------- 19-- at ----- M. in book _____ of ----- at page ----- at the request of ________________ (Signed) ----------------------- County Auditor [1973 c 50 § 8.) 58.09.090 When record of survey not required. (1) A record of survey is not required of any survey: (a) When it has been made by a public officer do his official capacity and a reproducible copy thereof has been filed with the county engineer of the county in which the land is located. A map so riled shall be in- dexed and kept available for public inspection. A record of survey shall not be required of a survey made by the United States bureau of land management. A state agency conducting surveys to carry out the program of the agency shall not be required to use a land surveyor as defined by this chapter; (b) When it is of a preliminary nature; (c) When a map is in preparation for recording or shall have been recorded in the county under any local subdivision or platting law or ordinance. (2) Surveys exempted by foregoing subsections of this section shall require filing of a record of corner infor- mation pursuant to RCW 58.09.040(2). 11973 c 50 § 9.] 58.09.100 Filing fee. The charge for filing any record of survey and/or record of corner information shall be fixed by the board of county commissioners. [ 1973 a 50 § 10.1 58.09.110 Duties of county auditor. The record of survey and/or record of corner information riled with the county auditor of any county shall be securely fas. tened by him into suitable books provided for that purpose. lie shall keep proper indexes of such record of survey by the name of owner and by section, township, and range, with reference to other legal subdivisions. He shall keep proper indexes of the record of corner information by section, township and range. The original survey map shall be stored for safekeep. ing in a reproducible condition. It shall be proper for the auditor to maintain for public reference a set of counter maps that are prints of the original maps. The original maps shall be produced for comparison upon demand. [1973 c 50 § 11.] 58.09.120 Monuments-Requirements. Any mon. ument set by a land surveyor to mark or reference a point on a property or land line shall be permanently marked or tagged with the certificate number of the land surveyor setting it. If the monument is set by a public officer it shall be marked by an appropriate offi- cial designation. - Monuments set by a land surveyor shall be sufficient in number and durability and shall be efficiently placed so as not to be readily disturbed in order to assure, to- gether with monuments already existing, the perpetua- tion or reestablishment of any point or line of a survey. [ 1973 c 50 § 12.] 58.09.130 Monuments disturbed by construction ac- tivities-Procedure-Requirements. When adequate records exist as to the location of subdivision, tract, street, or highway monuments, such monuments shall be located and referenced by or under the direction of a - land surveyor at the time when streets or highways are reconstructed or relocated, or when other construction or activity affects their perpetuation. Whenever practical a suitable monument shall be reset in the surface of the new construction. In all other cases permanent witness monuments shall be set to perpetuate the location of preexisting monuments. Additionally, sufficient control- ling monuments shall be retained or replaced in their original positions to enable land lines, property corners, elevations and tract boundaries to be reestablished with- out requiring surveys originating from monuments other than the ones disturbed by the current construction-or activity. It shall be the responsibility of the governmental agency or others performing construction work or other activity to provide for the monumentation required by this section. It shall be the duty of every land surveyor to cooperate with such governmental agency or other per- son in matters of maps, field notes, and other pertinent records. Monuments set to mark the limiting lines of highways, roads, or streets shall not be deemed adequate for this purpose unless specifically noted on the records of the improvement works with direct ties in bearing or azimuth and distance between those and other monu- ments of record. [1973 c 50 § 13.] 58.09.140 Noncompliance grounds for revocation of land surveyor's license. Noncompliance with any provi- sion of this chapter, as it now exists or may hereafter be amended, shall constitute grounds for revocation of a land surveyor's authorization to practice the profession of land surveying and as further set forth under RCW 18.43,105 and 18.43.110. 11973 c 50 § 14.] 58.09.900 Severability-1973 c 50. If any provi- sion of this act, or its application to any person or cir. cumstance is held invalid, the remainder of the act, or [Title sa RC%V (1979 Ed.l•-p 51 t9 ?r ,• I } ?} yy " $1 ? 5 Sr1 t , t,dy • ?pY,HV ?( I ?'; rri ? r<'. 7 ar 'ft55 ,? 8 '"• , bl ?R ??: IC [ f I ': ,?. I "?*r.: ?.r ?I ''! 1 t ,? 4 ? a ? l L. ? r r i' 4 Cl1 ± I ,rr I ?,?1D Y ,I ? rwiG -? 5 ! _, T i}l t ? ? I ? r'r! i 5 k Y 4 r S ???? ' the application of the provision to otlici Thsons or cir. so far as the sa cumstances is not affected. [1973 c 50 § 15.] me can ccrtained and followed, and a certificate of the officer or surveyor making the same A shall be endorsed thereon, referring to the original plat , S Chapter 58.10 corrected thereby, and the deficit existing therein, and corrected by such new survey and plat; and the ordi- i DEFECTIVE PLATS LEGALIZED nance authorizing the making of such plat shall be re. corded in the office of the county auditor of said county Sections and said certificate shall show where said ordinance is '- 58.10.010 Defective plats legalized-1881 Code. 58.10.020 Certified copy of plat as evidence. 58 10 030 recorded, and such plat when so made and recorded, or a copy thereof ertified as provided in RCW 58 10 0 RS C . . Resurvey and corrected plat-Corrected plat as . . 20 shall be admissible in evidence in all the courts in this y. 58.10.040 Regulation of surveys and plats. state. [Code 1881 § 2340; RRS § 9308. Formerly RCW , 58.12.130.] 58.10.010 Defective plats legalized-1881 Code. All city or town plats or any addition or additions 58.10.040 Regulation of surveys and plats. All incor. thereto, heretofore made and recorded in the county au. ditor's office of any county in Washington state, showing porated cities in the state of Washington are hereby authorized and empowered to regulate and rescribe th lots, blocks, streets, alleys or public grounds, shall be p e Y manner and form of making any future survey or plat of E conclusive evidence of the location and size of the lots, bl k d lands within their respective limits and enforce such i oc s an public grounds and the location and width of regulations by a fine of not exceeding one hundred dol. t each and every street or alley marked, laid down or ap. i tars, to be recovered by and in the name of such city, or pear ng on such plat, and that all the right, title, interest imprisonment not exceeding twenty days for each viola- ` or estate which the person or persons making or record. tion of any ordinance regulating such survey and plat- ing such plat, or causing the same to be made, or re- tmg: Provided, That nothing in this chapter shall be corded, had at the time of making or recording such plat in or to such str t ll construed so as to apply to additions to towns in. which no l t h b ee s, a eys or public grounds was h o s ave een sold. [Code 1881 § 2341; RRS § 9309, t ereby dedicated to public use, whether the same was Formerly RCW 58.12.140.1 ;.? made, executed or acknowledged in accordance with the provisions of the laws of this state in force at the time of Platted streeu, public highways-Lack of. compliance, Penalty.. RCW58 08 035 .u making the same or not. [Code 1881 § 2338; RRS . . . 9306. Formerly RCW 58.08.080.1 p Y 58.10.030 Resurvey and corrected plat-Corrected I plat as evidence. Whenever the recorded plat of any city or addition thereto does not definitely show the location + 4 or size of lots or blocks, or the location or width of any 4 6 C street or alley in such city or addition, the city council of r the city in which the land so placed is located, is hereby authorized and empowered by ordinance and the action of its proper officers, to cause a new and correct survey p and plat of such city or addition to be made, and re- corded in the office of the county auditor of the county in which such city or addition is located, which corrected plat shall follow the lan of the ori i l d p g na survey an plat, r Intl. SS RCW 11979 F4-p 61 58.10.020 Certified copy of plat as evidence. A copy of any city or town plat or addition thereto recorded in the manner provided for in RCW 58.10.010, certified by the county auditor of the county in which the same is recorded to be a true copy of such record and the whole thereof, shall be received in evidence in all the courts of this state, with like effect as the original. [Code 1881 § 2339; RRS § 9307. Formerly RCW 58.08.070.] ROW -frost ER 803(.)(/4). Certified topics of instrument; or transcripts of county cornmluionery proceedings. RCW S.44.o7a Certified eolela of recorded Instruments as evidence: RCW 144.080. fnstruments to be recorded or filed: RCW 65.04.030. Phategraphk coples of business and public records as evidence. RCW 14SO1a PhO;Oatat/c Or photographic copla of public or business nerds Ad. miuible in evidence: RCW 40.20.030. Chapter 58.11P PLATS-VACATION--CODE 1881 3 Sections 58.11.010 Vacations in unincotporated towna-petition-- Notice. 58.11.020 Hearing and order. 58.11.030 Title to vaated property. 58.11.040 Vacations in incorporated towns-Petition- Proceedings. 58.11.050 Vacelion of platted lots Outside municipalities. Cities and mwna-Streets-VaaQon: Chapter 3179 RCW. 58.11.010 Vacations In unincorporated towns- Petition--Notice. Any person interested in any town not incorporated, who may desire to vacate' any lot, street, alley, common, or any part thereof, or any public square, or part thereof, in any such town, may petition the board of county commissioners for the proper county. The petition shall set forth the facts pertinent thereto, with a description of the property to be vacated, and shall be filed in the office of the county auditor. The auditor shall give notice of the time and place of hearing on the petition before the commissioners, by posting no. tice thereof, containing a description of the property to be vacated, in three of the most public places in said town, at least twenty days before the hearing. [1953 c 1 14 § I. Prior: Code 1881 9 2333; 1869 p 409 1 1; 1862 p 432 § 1; 1857 p 27 § I; RRS 19301. Formerly RCW 58.12.090.1 Vaeatkn ofcounry roads: Chapter 36.81 RCW ry+" Y ?.Ml._. ? yam. W. ``", i/ 77- , .,,.Qp,.. "v •.pf..:?wO3gvrr rta}41Wvv.C,.'Ap58frrv,?a.,rbl aaN..:«v?yAa7?.dk41GSe)W'9Ct r v strtlttt?J Z 1? it r 7 d • r ?* Iteration-Vacation-1903 Act Pl t 58.12.030 a s- 58.11.020 Hearing and order. Said court [board of county commissioners], if satisfied that the aforesaid notice has been given, may, in their discretion, vacate the same, with such conditions and restrictions as they may deem reasonable, and for the public good. [Code 1881 § 2334; 1869 p 410 § 2: 1862 p 432 § 2; 1857 p 27 § 2; RRS § 9302. Formerly RCW 58.12.100.1 58.11.030 Title to vacated property. The part so va- cated, if it be a lot or lots, shall vest in the rightful owner, who may have the title thereof according to law; and if the same be a street or alley, the same shall be attached to the lots or ground bordering on such street or alley; and all right or title thereto shall vest in the person or persons owning the property on each side thereof, in equal proportions: Provided, The lots or grounds so bordering on such street or alley, have been sold by the original owner or owners of the soil; if, how- ever, said original owner or owners possess such title to the lots or ground bordering said street or alley on one side only, the title to the same shall vest in the said owner or owners if the said court [board of county com- missioners] shall judge the same to be just and proper. [Code 1881 § 2335; 1869 p 410 § 3; 1862 p 433 § 3; 1857 p 27 § 3; RRS § 9303. Formerly RCW 58.12.110.] 58.11.040 Vacations in incorporated towns-Pe- tition-Proceedings. In cases where any person inter- estcd in any incorporated town in this state may desire to vacate any street, alley, lot or common, or any part thereof, it shall be lawful for such person to petition the trustees in like manner as persons interested in towns not incorporated are authorized to petition the board of county commissioners; and the same proceedings shall be had thereon before such trustees, or other body corpo- rate having jurisdiction, as are authorized to be had be- fore the board of county commissioners; and such trustees or other corporate body may determine on such application under the same restrictions and limitations as are contained in the foregoing provisions. [Code 1881 § 2336; RRS § 9304.1 Cities and trswns-Srrects-Vasation: Chapter 3S.79 RCW See Rowe v lam., 71 Wash. 267, 128 Pam 339. 58.11.050 Vacation of platted lots outside municipal- lilts. In all cases where any person or persons have laid out, or shall hereafter lay out a town, or any addition to any town, and such town or addition does not improve, and such person or persons shall be the legal owner or owners of all the lots contained in such town or addition, such person or persons, or any other party or parties, who shall become the legal owner or owners thereof, may have such town or addition or any part thereof, va- cated in like manner as is hercinbcforc provided for the vacation of lots, streets and alleys. [Code 1881 § 2337; 1869p411 §5; 1862 p 433 § 5; 1857 p 28 § 5; RRS§ 9305. Formerly RCW 58.12.120.1 Chapter 58.12 PLATS-ALTERATION-VACATION-1903 s rv , ACT Sections 58.12.010 Petition to change plot-Plat of proposed change. 58.122.020 Time and place of hearing-Notice. 58.12.030 Notice--Scmice. 58.12.040 Hearing-Determination and order. 58.12. 050 Assessment district-Damages and benefits. 58.12.060 New plat to be filed-Order of vacation. 58.12.065 Appeals to superior court. 58.12.070 Appeals to superior court-Manner and farm. 58.12.080 Construction of chapter. Cities and towns-1Streets-Vacalion: Chapter 35.79 RCW. Counties-Roads, bridges-Vacalion: Chapter 36.87 RCW. Oyster lands-Vacation of racrvo Sale or lease of lands: RCW 75.24.030 and 79.20. I la Plats: S. nat. fallowing Title S8 RCW digest Public hmdsSalc4 lases-Vaealion of plat by commissioner. RCW 79.01.104. Public lands-Safes, lases-Vacation on petilion-Prefercna right to purchase: RCW 79.01.108. Tidelands, shorcland,, harbors-Effxt of replat: RCW 79.01.476 Tidelands. shorcland; harbors-Vacation by replat--Preference right of tideland owner: RCW 79.01.464, Tidelands, shorcland; harbors-Vacalion of waterways-Exten- sfon of streets: RCW 79.01.472. 58.12.010 Petition to change plat-Plat of pro- posed change. That whenever three-fourths in number and area of the owners of any townsile, city plat or plats; addition or additions, or part thereof, shall be desirous of altering the plat or plats, replotting or vacating the same or any part thereof, they may prepare a plat or plats, showing such alterations or replat, drafted upon a copy of the existing plat or plats, or that portion desired to be altered, replatted or vacated, and file the same with the clerk of the board of county commissioners, or city council or other governing body having jurisdiction of the establishment or vacation and control of the streets to be affected, accompanied with a petition for the change desired: Provided, That this section shall not be construed as applying to the alteration, replatting or va- cation of any plat of state granted, tide, or shore lands. [1927 c 139 § I; 1903 c 92 § 1; RRS § 9311.] 58.12.020 Time and place of hearing-Nollce. Thereupon and upon the payment of the cost thereof the said clerk shall fix a time for the hearing of said peti- tion, which time shall not be less than thirty nor more than sixty days after the filing of said petition, and shall cause a notice to be issued under his hand and the sent of said county or city, stating by whom and when said petition was filed, the object thereof and when and where the same will be heard. Said notice shall also de- scribe the property sought to be altered, replatted or va- catcd• [1903 c 92 § 2; RRS § 9312.1 58.12.030 Notice-Service. Said clerk shall cause said notice to be served, as in the manner provided for service of summons in civil actions, upon all the owners or property not joining in said petition, as shown by the records in the auditor's office of the county wherein the rfltla 58 RCW 11979 FW-p 71 a 11 AI i townsite, plat or plats, addition or additions may be lo- cated. [1903 c 92 § 3; RRS § 9313.] Civil praedure Summons. how served; RCW 4.28.080. 58.12.040 Hearing-Determination and order. Thereafter such board of county commissioners, or city council shall have full and complete jurisdiction to in- quire into and determine the merits of the changes or relief prayed for, assess damages or benefits, award the same and make such order in the premises as justice and the public welfare may require. [1903 c.92 § 4; RRS § 9314.] 58.12.050 Assessment district-Damages and ben- efits. The whole of the land embraced in the plat or plats proposed to be altered, replatted or vacated shall be and constitute an assessment district, and damages shall be assessed and benefits awarded as now provided by law for the establishment, alteration or vacation of streets, alleys and roads by said board of county commissioners and city council. 11903 c 92 § 5; RRS § 9315.1 58.12.060 New plat to be filed-Order of vacation. Any plat or replat so adjudicated, adjusted and ap- proved, showing the lines of the original and adjudicated plat, shall be filed and recorded with the auditor of the county where the property is situated, and shall thereaf- ter be the lawful plat and substitute for all former plats: Provided, however. That should the said townsite, city plat or plats, addition or additions, or parts thereof, be vacated and not otherwise altered or replatted, it shall only be necessary to file with the county auditor the or. der, resolution or ordinance vacating the same, and the auditor shall thereupon note upon the original plat the part thereof so vacated. (1909 c 136 § l; 1903 c 92 § 6; RRS 19316.] 58.12.065 Appeals to superior court. Any owners of any portion of the property affected by the actual award or final judgment of such board of county commissioners or city council may appeal to the superior court having jurisdiction of appeals from justice of the peace in the locus in quo. [1903 c 92 §'7; RRS § 9317, part, Form- erly RCW 58.12.070, part.) 58.12.070 Appeals to superior court-Manner and form. Such appeals shall be taken in the same manner and form as appeals from justices of the pence. (1903 c 92 § 8; RRS § 9317, part. FORMER PART OF SEC- TION: 1903 a 92 § 7; RRS § 9317, part, now codified as RCW $8.12,065.) Appcah.Jwrire courts Chapter IZJ6 RCW. 58.12.080 Construction of chapter. Nothing in this chapter contained shall in any way change, limit or af- fect the power now vested in a board of county commis- sioners or city council to vacate streets and alleys and parts of streets and alleys. [1903 c 92 19; RRS § 9318,1 VaurW of cityareca or alleys: Chspmr 15.79 RCW. irlrk 58 RCW (1979 1:d." sl Chapter 58.17 PLATS---SUBDIVISIONS DEDICATIONS Sections 58.17.010 Purpose. 58. D.Imitians. 58.17.030 Subdivisions to comply with chapter, local regulations. 58 17040 Provisions inapplicable. when. 58.17.050 Assessors plat-Compliance. 58.17.060 Short plats and short subdivisions Summary ap- pmvsl-Rcgulations-Requirements. 58.17.065 • Short plan and short subdivisions-Filing. 58.17.070 Preliminary plat of subdivisions and dediations- Submission for approval. 58.17.080 Fling of preliminary plat. _ 58.17.090 Notice of public haring. 58.17.100 Review of proposed subdivisions by planning commis- sion or agency-Reamencndation-Change by legislative body-Procedure---Approval. 58.17.110 Appswal to disspproval of subdivision and dedita- tion-Factors to be considered- Finding-Meese from damages. 58.17.120 Disapproval due to Road, inundation or swamp condi. tlono-Improvements-Approval conditions. 58.17.130 Bond in lieu of actual construction of improvements prior to approval of final plat-Bond or security to assure successful operation of improvements. 58.17.140 Time limitation for approval or disapproval of plats-Estena(ons. 58.17.150 Recommendations of certain agencies to accompany plats submitted for final approval. 58.17.160 Requirements for each plat or replat filed for record. 58.17.165 Certificate giving description and statement of owners must accompany final plat-Dediation, artifs- cate requirements if plat contains-Waiver. 58.17.170 Written approval of subdivision --Original of final plat to be filed--Capin. 58.17.18D Review of decision. 58.17.190 Approved of plat required before filing-Procedure when unapproved plat filed. 58.17.200 Injunctive anion to restrain subdivision, sale, transfer of land where final plat not filed. 58.17.210 Building, septic tank or other development permits not to be issued for land divided In violation of chapter or regulations-Eaaptlons-Dam- agea--Rescission by purchaser. 58.17.220 violation of court order or Injunction-Penalty. $8.17.230 Assurance of discontinuance of violations., 58.17.240 Permanent control monuments. 58.17.250 Survey of subdivision and preparation of plat. 58.17.260 Joint committee-Memben-Recommendations for surveys, monumentatlon and plat drawings. $8.17.270 Submission of local subdivision regulations to plan. ning and community affairs agency. 58.17.280 Naming and numbering or subdivisions, stmts. lots and blocks. 117.290 Copy of pint as evldcnce. 17.300 violations-Pcnaltla. 58.17.310 Approval of plat within Irrigation district without prevision for irrigation water right of way prohibited. 58.17.320 Comppliance with chapter and local regulations- Enfareemat. 58.17.330 Haring examiner system-Adoption autha- Ired-Procedures-Deeistons. 58.17.900 Validation of existing ordinances and resolutions, 58.17.910 SevcnMlily-1969 a.c a 271. 58.17.920 Effective date and application of 1974 ee.t. c 134. 58.17.010 Purpose. The purpose of this chapter is to regulate the subdivision of land and to promote the pub- lic health, safety and general welfare in accordance with standards established by the state to prevent the over- crowding of land; to lessen congestion In the streets and A A 54. v t kt,' ? ' .LI 1Y ty/; r 1 r ? 1 r i j , f d r ? ?Si'. I{ ' y? i 'a t,-? 7 e; t ltd ,t S ( t 1 ? t 1 d ry 4 ? 1 ? L,_ r I Z?"? highways; to provide for adequate light and air; to facil- itate adequate provision for water, sewerage, parks and recreation areas, sites for schools and schoolgrounds and other public requirements; to provide for proper ingress and egress; and to require uniform monumenting of land subdivisions and conveyancing by accurate legal descrip- tion. [1969 ex.s. c 271 § 1.] Rerlser s note. Throughout this chapter the phrase 'this act' has been changed to 'this chapter'. "This act' [1969 cx.s. a 2711 also consists of amendments to RCW 58.08.040 and 58.24.040 and to the repeal of RCW 58.16.010-58.16.110. 58.17.020 Definitions. As used in this chapter, unless the context or subject matter clearly requires otherwise, the following words or phrases shall have the following meanings: (1) "Subdivision' is the division of land into five or more lots, tracts, parcels, sites or divisions for the pur- pose of sale or lease and shall include all resubdivision of land. (2) 'Plat' is a map or representation of a subdivision, showing thereon the division of a tract or parcel of land into lots, blocks, streets and alleys or other divisions and dedications. (3) 'Dedication' is the deliberate appropriation of land by an owner for any general and public uses, re- serving to himself no other rights than such as are com- patible with the full exercise and enjoyment of the public uses to which the property has been devoted. The inten- tion to dedicate shall be evidenced by the owner by the presentment for riling of a final plat or short plat show- ing the dedication thereon; and, the acceptance by the public shall be evidenced by the approval of such plat for riling by the appropriate governmental unit. (4) 'Preliminary plat' is a neat and approximate drawing of a proposed subdivision showing the general layout of streets and alleys, lots, blocks, and restrictive covenants to be applicable to the subdivision, and other elements of a plat or subdivision which shall furnish a basis for the approval or disapproval of the general lay. out of a subdivision. (5) *Final plat' is the final drawing of the subdivision and dedication prepared for riling for record with the county auditor and containing all elements and require- ments set forth in this chapter and in local regulations adopted pursuant to this chapter. (6) 'Short subdivision' is the division of land into four or less lots, tracts, parcels, sites or subdivisions for the purpose of sale or (case. ' (7) 'Short plat' is the map or representation of a short subdivision, (8) 'Lot' is a fractional part of subdivided lands hav- ing fixed boundaries, being of sufficient area and di. mension to meet minimum zoning requirements for width and area. The term shall include tracts or parcels. (9) 'Block' is a group of lots, tracts, or parcels within well defined and fixed boundaries. (10) 'County treasurer' shall be as defined in chapter 36.29 RCW or the office or person assigned such duties under a county charter. (11) "County auditor" shall be as defined in chapter 36.22 RCW or the office or person assigned such duties under a county charter. (12) "County road engineer' shall be as defined in chapter 36.40 RCW or the office or person assigned such duties under a county charter. (13) "Planning commission" means that body as de- fined in chapters 36.70, 35.63, or 35A.63 RCW as des- ignated by the legislative body to perform a planning function or that body assigned such duties and responsi- bilities under a city or county charter. (14) "County commissioner" shall be as defined in chapter 36.32 RCW or the body assigned such duties under a county charter. [1969 ex.s. c 271 § 2.] 58.17.030 Subdivisions to comply with chapter, local regulations. Every subdivision shall comply with the pro- visions of this chapter. Every short subdivision as defined in this chapter shall comply with the provisions of any local regulation adopted pursuant to RCW 58.17.060. [1974 ex.s. c 134 § 1; 1969 ex.s. c 271 § 3.] 58.17.040 Provisions inapplicable, when. The provi- sions of this chapter shall not apply to: (1) Cemeteries and other burial plots while used for that purpose; (2) Divisions of land into lots or tracts each of which is one-one hundred twenty-eighth of a section of land or larger, or five acres or larger if the land is not capable of description as a fraction of a section of land, unless the governing authority of the city, town, or county in which the land is situated shall have adopted a subdivision or- dinance requiring plat approval of such divisions: Pro- vided, That for purposes of computing the size of any lot under this item which borders on a street or road, the lot size shall be expanded to include that area which would be bounded by the center line of the road or street and the side lot lines of the lot running perpendicular to such center line; (3) Divisions made by testamentary provisions, or the laws of descent; (5) A division for the purpose of lease when no resi. dential structure other than mobile homes or travel trailers are permitted to be placed upon the land and a local government has approved a binding site plan for the use of the land in accordance with local regulations. The term 'site plan' means a drawing to a scale speci- fied by local ordinance and which: (a) Identifies and shows the areas and locations of all streets, roads, im- provements, utilities, open spaces, and any other matters specified by local regulations; and (b) contains inscrip- tions or attachments setting forth such appropriate limi- tations and conditions for the use of the land as are established by the local government body having author- ity to approve the site plan. A site plan approved by a local government body shall not be "binding" under this subsection unless development in conformity to the site plan is enforceable under a local ordinance. [1974 ex.s, c 134 § 2; 1969 ex.s. c 271 § 4.1 Redser's note. Subsecilm (4) or this section was vetoed. 4 1 S5 Hal Si t ' [Title 58 RCW (1979 FA.)--p 91 'f r f __f.?ye t u If r j f y d ni b i .y. d';7 S r ti'v'+' ?t4?1 L.i?:r pys?yyy ?l? '4?V'+.F!- t,' i+sww+? ? ? F I t Itt r A l "if I t ! r t t N ? 1 tit h I S' I i ti ? c , c1A .ti? 4,?.. _.:_. .. __ _. _ - -,. ..., .,..:. ? .. ,...,., - ... .. .. ... , , . . ,. a :; ?, . ,..... .. ....., ._...- ._ tit i f ..r .a?ww ':,n,3p KI~Fas?aL:, A^b.. J.Lf"64,;auy s iii ".`"?s, " °g'"?,- %tr .'?,• irk:,. ? cn `?•?^ r 58.17.050 Title 58 RCW: Boundaries and Plats '_ 58.17050 Assessors plat-Compliance. An asses- hearing in a newspaper of general circulation within the sors plat made in accordance with RCW 58.18.010 need county. Additional notice of such hearing shall be given 4 not comply with any of the requirements of this chapter by at least one other method which may include mailing" excpt RCW 58.17.240 and 58.17.250. 11969 exs. c 271 to adjacent landowners, posting on the property, or in j j ' Er § 5.1 any manner local authorities deem necessary to notify adjacent landowners and the public. All hearings shall r 58.17.060 Short plats and short subdivisions be public. All hearing notices shall include a legal des. +4? Summary approval-Regulations-Requirements. cription of the location of the proposed subdivision and The legislative body of a city, town, or county shall either a vicinity location sketch or a location description s "1 A adopt regulations and procedures, and appoint adminis- in nonlegal language. [1974 ex.s. c 134 § 4; 1969 ex.s. c trative personnel for the summary a ?l PPr oval of short 271 § 9.1 plats and short subdivisions, or revision thereof. Such ti regulations shall be adopted by ordinance and may con- 58.17.100 Review of proposed subdivisions b f tain wholly different requirements than those y plan- governing ping commission agencR ndation- ;• the approval of preliminary and final plats ni- Change by legislative body-Procedure-Approval. sions and may require surveys and monumentat ations ons and If a city, town or county has established a planning a, ,P shall require filing of a short plat for record in the office commission or planning agency in accordance with state a of the county auditor: Provided, That such regulations law or local charter, such commission or agency shall a' must contain a requirement that land in short subdivi- review all proposed subdivisions and make recommenda- s ,• sions may not be further divided in any manner within a tions thereon to the city, town or county legislative body period of rive years without the filing of a final plat: to assure conformance of the Provided further, That such regulations are not required P plan general purposes of proposed subdivision to the h ?'a to aa tan and to ra +n contain a penalty clause as provided in RCW 36.32- tong standards the comprehensive- a . .120 and may and specifications dopted by the city, t c y provide for wholly injunctive relief. 11974 town or county. Reports of the plaalanning commission or ••w ex.s. c 134 § 3; 1969 ex.s. c 271 § 6.1 agency shall be advisory only: Provided, That the legis- lative body of the city, town or county may, by ordi-.17.065 Sho commission or Filing. Each short t platatandt hortosubd subdivisions- sion gra te^ d department assign offical ortgroup of officials, such ? adminsy pursuant to local regulations after July 1, 1974, shall be trative functions, powers and duties as may be appropri- fled with the county auditor and shall not be deemed ate, including the holding of hearings, and "approved" until so filed. (1974 ex.s. c 134 § 12.1 recommendations for approval or disapproval of prelimi- a nary plats of proposed subdivisions. 58.17.070 Preliminary plat of subdivisions and dedi- Such recommendation shall be submitted to the legis- r, catlorlubmission for approval. A preliminary plat lative body not later than fourteen days following action 5 of proposed subdivisions and dedications of land shall be by the hearing body. Upon receipt of the recommenda- r submitted for approval to the legislative body of the city, tion on any preliminary plat the legislative body shall at town, or county within which the plat is situated, [1969 its next public meeting set the date for the public meet- ex.s. c 271 § 7.] ing where it may adopt or reject the recommendations of such hearing body. If, after considering the matter at a 58.17.080 Filing of preliminary plat. Notice of the public meeting, the legislative body deems a change in 9 filing or a preliminary plat of a proposed subdivision ad- the planning commission's or planning agency's recom- jacent to or within one mile of the municipal boundaries mendation approving or disapproving any preliminary of a city or town, or which contemplates the use of any plat is necessary, the change of the recommendation city or town utilities shall be given to the appropriate shall not be made until the legislative body shall conduct city or town authorities. Any notice required by this a public hearing and thereupon adopt its own recom- chapter shall include the hour and location of the hear- mendation and approve or disapprove the preliminary ing and a description of the property to be platted. No- plat. Such public hearing may be held before a commit. y tice of the filing of a preliminary plat of a proposed tee constituting a majority of the legislative body. If the subdivision located in a city or town and adjoining the hearing is before a committee, the committee shall re• a• municipal boundaries thereof shall be given to appropri- port its recommendations on the matter to the legislative ate county officials. Notice of the filing of a preliminary body for final action. plat or a proposed subdivision located adjacent to the A record of all public meetings and public hearings E" right-of-way of a state highway shall be given to the shall be kept by the appropriate city, town or county state department of highways. [1969 ex.s, c 271 §8.] authority and shall be open to public inspection. Sole authority to approve final plats, and to adopt or `s ' 58.17.090• Notice of public hearing. Upon receipt of amend platting ordinances shall reside in the legislative ( . an application for preliminary plat approval the admin- bodies. (1969 ex.s. a 271 $ 10.1 9 istrative officer charged by ordinance with responsibility ar73 T i for administration of regulations pertaining to platting 58.17.110 Approval or disapproval or subdivision and ' and subdivisions shall set a date fora public hearing. g. y7`"' S f dedication -Factors to be eomldered-.Flndin T L •w Notice of such hearing shall be given by publication of Release from damages. The city, town, or county legisla• p„ at feast one notice not less than ten days prior to the rive body shall inquire Into the public use and interest i1 r { Unit. sa RG\V 11979 Ed." 101 4 ? t,r i r j } S;, r ? h_JTl ?.? r •'1? y .lf t h x 1 r 1 1 y,S(iTr?. Jr } fi'r' L? I `4 z is 1 ? m ar yr? v„ i r, tt al -.'?•' F Flii a xm ? ?. ?..?f?• ?,.r,,;?y?. Q?F-?.;76'4YV5zarrnr,?s.P??'#F??sr1+5:. - atsa«i a ..R cw ? •;:, .. .e its Subdivisions-Dedications 58.17.160 proposed to be served by the establishment of the subdi- vision and dedication. it shall determine if appropriate provisions are made for, but not limited to, the public health, safety, and general welfare, for open spaces, drainage ways, streets, alleys, other public ways, water supplies, sanitary wastes, parks, playgrounds, sites for schools and schoolgrounds, and shall consider all other relevant facts and determine whether the public interest will be served by the subdivision and dedication. If it finds that the proposed plat makes appropriate provi- sions for the public health, safety, and general welfare and for such open spaces, drainage ways, streets, alleys, other public ways, water supplies, sanitary wastes, parks, playgrounds, sites for schools and schoolgrounds and that the public use and interest will be served by the platting of such subdivision, then it shall be approved. If it finds that the proposed plat does not make such ap- propriate provisions or that the public use and interest will not be served, then the legislative body may disap- prove the proposed plat. Dedication of land to any public body, may be required as a condition of subdivision ap- proval and shall be clearly shown on the final plat. The legislative body shall not as a condition to the approval of any plat require a release from damages to be pro- cured from other property owners. [1974 ex.s. c 134 § 5; 1969 ex.s. c 271 § 11.1 58.17.120 Disapproval due to flood, inundation or swamp conditions-Improvements-Approval condi- tions. The city, town, or county legislative body shall consider the physical characteristics of a proposed sub- division site and may disapprove a proposed plat because of flood, inundation, or swamp conditions. Construction of protective improvements may be required as a condi- tion of approval, and such improvements shall be noted on the final plat. No plat shall be approved by any city, town, or county legislative authority covering any land situated in a flood control zone as provided in chapter 86,16 RCW without the prior written approval of the department of ecology of the state of Washington. [1974 ex.s. c 134 § 6; 1969 ex.s. c 271 § 12.) 58.17.130 Bond in lieu of actual construction of im- provements prior to approval of final plat-Bond or security to assure successful operation of improvements. Local regulations shall provide that in lieu of the com- pletion of the actual construction of any required im- provements prior to the approval of a final plat, the city, town, or county legislative body may accept a bond, in an amount and with surety and conditions satisfactory to It, or other secure method, providing for and securing to the municipality the actual construction and installation of such Improvements within a period specified by the city, town, or county legislative body and expressed In the bonds. In addition, local regulations may provide for methods of security, including the posting of a bond se• curing to the municipality the successful operation of improvements for an appropriate period of time up to two years after final approval. The municipality is hereby granted the power to enforce bonds authorized under this section by all appropriate legal and equitable 6< . remedies. Such local regulations may provide that the improvements such as structures, sewers, and water sys- tems shall be designed and certified by or under the su- pcrvision of a registered civil engineer prior to the s Y acceptance of such improvements. [1974 ex.s. c 134 § 7; 1969 ex.s. c 271 § 13.1 r 58.17.140 Time limitation for approval or disapproval of plats-Extensions. Preliminary plats of any pro- posed subdivision and dedication shall be approved, dis- approved, or returned to the applicant for modification or correction within ninety days from date of filing thereof unless the applicant consents to an extension of such time period: Provided, That if an environmental impact statement is required as provided in RCW 43- .21C.030, the ninety day period shall not include the time spent preparing and circulating the environmental impact statement by the local government agency. Final plats and short plats shall be approved, disapproved, or returned to the applicant within thirty days from the date of filing thereof, unless the applicant consents to an extension of such time period. Ordinances may provide for the expiration of approval given to any preliminary plats. [1974 ex.s. c 134 § 8; 1969 ex.s. c 271 § 14.1 58.17.150 Recommendations of certain agencies to accompany plats submitted for final approval. Each and every preliminary plat submitted for final approval of the legislative body shall be accompanied by the follow- ing agencies' recommendations for approval or disapproval: (1) Local health department as to the adequacy of the proposed means of sewage disposal and water supply; i (2) Local planning agency or commission, charged with the responsibility of reviewing plats and subdivi- sions, as to compliance with all terms of the preliminary approval of the proposed plat subdivision or dedication; (3) City, town or county, engineer. [1969 cx.s. c 271 § 15.1 58.17.160 Requirements for each plat or replat filed for record. Each and every plat, or replat, of any prop- erty filed for record shall: (1) Contain a statement of approval from the city, town or county licensed road engineer or by a licensed engineer acting on behalf of the city, town or county as to the survey data, the layout of streets, alleys and other rights of way, design of bridges, sewage and water sys- tems, and other structures; (2) Be accompanied by a complete survey of the sec- tion or sections in which the plat or replat is located, or as much thereof as may be necessary to properly orient the plat within such section or sections. The plat and section survey shall be submitted with complete field and computation notes showing the original or reestablished corners with descriptions of the same and the actual tra- verse showing error of closure and method of balancing. A sketch showing all distances, angles and calculations required to determine corners and distances of the plat shall accompany this data. The allowable error of clo- sure shall not exceed one foot in five thousand feet. Rule 58 RCW 11979 Ed.F-p It) f ? ? J?41ip?'I ?Y t 4 '? yy tM1 :, p t Rw:rvrq? r•`;n+?rama. w t, .Wrc } 771l{?? 1 tL r M .?' ? C Y S I ?? , o .?' rR"h'9A? ? 1 : T + f, y ' t b t4 t 1 C +W? 'r , a. F. Z ? ? t l 1 i5 1 V i .J 1 - '.1 rl't K x3v. 2 ; g ,? ? a ,7 . - qY ., .,a...S ??1?9- 'SNM1:N ... , . ?., a nwY_b1 v?C .;i`J??'$o.AVJSSY.«A14":sStCr.: nW?ii4.?'av, yy ird ,. "1?.. •• •..? - . ?.? 58.17.160 Title 58W: Boundaries and Plats t (3) Be acknowledged by the person filing the plat be- fore the auditor of the county in which the land is lo- cated, or any other officer who is authorized by law to take acknowledgment of deeds, and a certificate of said acknowledgment shall be enclosed or annexed to such plat and recorded therewith. (4) Contain a certification from the proper officer or officers in charge of tax collections that all taxes and delinquent assessments for which the property may be liable as of the date of certification have been duly paid, satisfied or discharged. No engineer who is connected in any way with the subdividing and platting of the land for which subdivi- sion approval is sought, shall examine and approve such plats on behalf of any city, town or county. [ 1969 ex.s. c 271 § 16.] .58.17.165 Certificate giving description and state- ment of owners must accompany final plat-Dedica- tion, certificate requirements if plat contains-Waiver. Every final plat or short plat of a subdivision or short subdivision riled for record must contain a certificate giving a full and correct description of the lands divided as they appear on the plat or short plat, including a statement that the subdivision or short subdivision has been made with the free consent and in accordance with the desires of the owner or owners. if the plat or short plat includes a dedication, the certificate shall also con- tain the dedication of all streets and other areas to the public, and individual or individuals, religious society or .societies or to any corporation, public or private as shown on the plat or short plat and a waiver of all claims for damages against any governmental authority which may be occasioned to the adjacent land by the es- tablished construction, drainage and maintenance of said road. Said certificate shall be signed and acknowledged before a notary public by all parties having any interest in the lands subdivided. Every plat and short plat containing a dedication filed for record must be accompanied by a title report con- firming that the title of the lands as described and shown on said plat is in the name of the owners signing the certificate. An offer of dedication may include a waiver of right of direct access to any street from any property, and if the dedication is.accepted, any such waiver is effective. Such waiver may be required by local authorities as a condition of approval. Roads not dedicated to the public must be clearly marked on the face of the plat. Any dedication, donation or grant as shown on the face of the plat shall be considered to all intents and purposes, as a quitclaim deed to the said donee or donees, grantee or grantees for his, her or their use for the purpose in- tended by the donors or grantors as aforesaid. 11969 ex.c c 271 130.) 58.17.170 Written approval of subdivision-Orig- inal of final plat to be filed-Copies. When the legis- lative body of the city, town or county finds that the public use and interest will be served by the proposed subdivision, and that said subdivision meets the require- ments of this chapter and any local regulations adopted rftile SS RC%V 11979 P_4H 121 pursuant thereto, it shall suitably inscribe and execute its written approval on the face of the plat. The original of said final plat shall be filed for record with the county auditor. One reproducible copy shall be furnished to the city, town or county engineer. One paper copy shall be filed with the county assessor. Paper copies shall be pro- vided to such other agencies as may be required by or- dinance. Any lots in a final plat riled for record shall be a valid land use notwithstanding any change in zoning laws for a period of five years from the date of filing. [1969 ex.s. c 271 § 17.] 58.17.180 Review of decision. Any decision approv- ing or disapproving any plat shall be reviewable for un- lawful, arbitrary, capricious or corrupt action, or nonaction by writ of review before the superior court of the county in which such matter is pending. The action may be brought by any property owner in the city, town or county having jurisdiction, who deems himself ag- grieved thereby: Provided, That application for a writ of review shall be made to the court within thirty days from any decision so to be reviewed. The cost of tran- scription of all records ordered certified by the court for such review shall be borne by the appellant. [1969 ex.s. c 271 § 18.] 58.17.190 Approval of plat required before filing- Procedure when unapproved plat filed. The county audi- tor shall refuse to accept any plat for filing until ap- proval of the plat has been given by the appropriate legislative body. Should a plat or dedication be riled without such approval, the prosecuting attorney of the county in which the plat is filed shall apply for a writ of mandate in the name of and on behalf of the legislative body required to approve same, directing the auditor and assessor to remove from their riles or records the unap- proved plat, or dedication of record. 11969 ex.s. c 271 § 19.] 58.17.200 injunctive action to restrain subdivision, sale, transfer of land where final plat not filed. Whenever any parcel of land is divided into five or more lots, tracts, or parcels of land and any person, firm or corpo- ration or any agent of any of them sells or transfers, or offers or advertises for sale or transfer, any such lot, tract, or parcel without having a final plat of such sub- division filed for record, the prosecuting attorney shall commence an action to restrain and enjoin further sub- divisions or sales, or transfers, or offers of sale or trans- fer and compel compliance with all provisions of this chapter. The costs of such action shall be taxed against the person, firm, corporation or agent selling or trans- ferring the property. 11969 ex.s. c 271 120.1 58.17.210 Building, septic tank or other development permits not to be Issued for land divided in violatlon of chapter or regulations-Exceplions-Damages- Rescission by purchaser. No building permit, septic tank permit, or other development permit, shall be issued for any lot, tract, or parcel of land divided in violation of this chapter or local regulations adopted pursuant thereto unless the authority authorized to issue such ?M' ?n ? it o 'S?,'r r do: 'e? ?i tS,HF rIC ?'n? ?r!+ 1 r _.?{ 1!y u?. r - Y F$ _? { ?i ? ? [ ? ?1 t5 *K f1' r i dr +f>',4`" 58R ? J4 ? - l l l ? 1 A f J A ,) 11 f; y t< a 1 r' ?• 1 5 1? Y • IS-?Subdivistons-Dedtcntions 58.17.310 .............. h a M is permit finds that the public interest will not be adversely affected thereby. The prohibition contained in this sec- tion shall not apply to an innocent purchaser for value without actual notice. All purchasers' or transferees' property shall comply with provisions of this chapter and each purchaser or transferee may recover his damages from any person, firm, corporation, or agent selling or transferring land in violation of this chapter or local regulations adopted pursuant thereto, including any amount reasonably spent as a result of inability to obtain any development permit and spent to conform to the re- quirements of this chapter as well as cost of investiga- tion, suit, and reasonable attorneys' fees occasioned thereby. Such purchaser or transferee may as an alter- native to conforming his property to these requirements, rescind the sale or transfer and recover costs of investi- gation, suit, and reasonable attorneys' fees occasioned thereby. [1974 ex.s. c 134 § 10; 1969 ex.s. c 271 § 21.1 58.17.220 Violation of court order or injunction- Penalty. Any person who violates any court order or in- junction issued pursuant to this chapter shall be subject to a fine of not more than five thousand dollars or im- prisonment for not more than ninety days or both. [1969 Ms. c 271 § 22.1 58.17.230 Assurance of discontinuance of violations. In the enforcement of this chapter, the prosecuting at- torney may accept an assurance of discontinuance of any act or practice deemed in violation of this chapter from any person engaging in, or who has engaged in such act or practice. Any such assurance shall be in writing and be fled with and subject to the approval of the superior court of the county in which the alleged violation occurs. A violation of such assurance shall constitute prima facie proof of a violation of this chapter. [1969 ex.s. c 271 § 23.1 58.17.240 Permanent control monuments. Except for subdivisions excluded under the provisions of RCW 58. .17.040, as now or hereafter amended, permanent con- trol monuments shall be established at each and every controlling corner on the boundaries of the parcel of land being subdivided. The local authority shall deter- mine the number and location of permanent control monuments within the plat, if any. [1974 ex.s. c 134 § 11; 1969 ex.s, c 271 § 24.1 58.17.250 Survey of subdivision and preparation of plat. The survey of the proposed subdivision and prepa- ration of the plat shall be made by or under the supervi- sion of a registered land surveyor who shall certify on the plat that it is a true and correct representation of the lands actually surveyed. [1969 ex.s, c 271 § 26.1 58.17.260 Joint committee-Members-Rec. ommendations for surveys, monumentation and plat drawings. In order that there be a degree of uniformity of survey monumentation throughout the cities, towns and counties of the state of Washington, there is hereby created a joint committee composed of six members to be appointed as follows: The Washington state associa- tion of counties shall appoint two county road engineers; the association of Washington cities shall appoint two city engineers; the land surveyors association of Washington shall appoint one member; and the consult. ing engineers association of Washington shall appoint one member. The joint committee is directed to cooper- ate with the department of natural resources to establish recommendations pertaining to requirements of survey, monumentation and plat drawings for subdivisions and dedications throughout the state of Washington. The department of natural resources shall publish such rec- ommendation. [1971 ex.s. c 85 § 9; 1969 ex.s. c 271 § 27.1 58.17.270 Submission of local subdivision regulations to planning and community affairs agency. In order that there may be current and readily available information available for the public concerning subdivision regula- tions, all city, town and county legislative bodies shall submit proposed ordinances and amendments to the state planning and community affairs agency thirty days prior to final adoption for agency review and compari. son. [ 1969 ex.s. c 271 § 28.1 58.17.280 Naming and numbering of subdivisions, streets, lots and blocks. Any city, town or county may, by ordinance, regulate the procedure whereby subdivi- sions, streets, lots and blocks are named and numbered. [ 1969 ex.s. c 271 § 29.1 58.17.290 Copy of plat as evidence. A copy of any plat recorded in the manner provided in this chapter and certified by the county auditor of the county in which the same is recorded to be a true copy of such record and the whole thereof, shall be received in evidence in all the courts of this state, with like effect as the original. [1969 ex.s. c 271 § 31.1 58.17.300 Violations-Penalties. Any person, firm, corporation, or association or any agent of any person, firm, corporation, or association who violates any provision of this chapter or any local regulations adopted pursuant thereto relating to the sale, offer for sale, lease, or transfer of any lot, tract or parcel of land, shall be guilty of a gross misdemeanor and each sale, offer for sale, lease or transfer of each separate lot, tract, or par. cel of land in violation of any provision of this chapter or any local regulation adopted pursuant thereto, shall be deemed a separate and distinct offense. [1969 ex.s. c 271 § 32.] 58.17.310 Approval of plat within irrigation district without provision for irrigation water right of way pro- hibited. In addition to any other requirements imposed by the provisions of this chapter, the legislative authority of any city, town, or county shall not approve a short plat or final plat, as defined in RCW 58.17.020, for any subdivision, short subdivision, lot, tract, parcel, or site which ties in whole or in part in an irrigation district or. ganized pursuant to chapter 87.03 RCW unless there has been provided an irrigation water right of way for frllh 58 RC%V (1979 U)--p 131 { ,t . l a t -_ q.. a ?n II `' t - w r. W h', P4?v. AAtt `. t?a, .au?.._. m+?r?a?rx :? :•x 64sV?.':,F4Ni+F?i%Fmet , . r.`eue?rsnerxgv2s: -r:?rr7fpl, t4t? Bpi ("J ' 58.17.310 Title 58 RCW: Boundaries and Plats 9 each parcel of land in such district and such rights of or circumstance is held invalid, the remainder of this to other io er i h li i f way shall be evidenced by the respective plats submitted p e prov s n on o t cat chapter, or the app for final approval to the appropriate legislative author- sons or circumstances is not affected. (1969 ex.s. c 271 § . ity. Compliance with the requirements of this section to- 35.] gether with all other applicable provisions of this chapter shall be a prerequisite, within the expressed purpose of this chapter, to any sale, lease, or development of land in this state. [1973 c 150 § 2.1 q Y qf,? yy , 58.17.320 Compliance with chapter and local reguls- tions-Enforcement. Whenever land within a subdivi- sion granted final approval is used in a manner or for a purpose which violates any provision of this chapter, any provision of the local subdivision regulations, or any term or condition of plat approval prescribed for the plat by the local government, then the prosecuting attorney, or the attorney general if the prosecuting attorney shall fail to act, may commence an action to restrain and en- join such use and compel compliance with the provisions of this chapter or the local regulations, or with such terms or conditions. The costs of such action may be taxed against the violator. [1974 ex.s. c 134 § 13.] 58.17.330 Hearing examiner system-Adoption authorized-Procedures-Decisions. As an alterna- tive to those provisions of this chapter requiring a plan- ning commission to hear and issue recommendations for plat approval, the county or city legislative body may adopt a hearing examiner system and shall specify by ordinance the legal effect of the decisions made by the examiner. The legal effect of such decisions shall include one of the following: (1) The decision may be given the effect of a recom- mendation to the legislative body; (2) The decision may be given the effect of an admin- istrative decision appealable within a specified time limit to the legislative body. The legislative authority shall prescribe procedures to be followed by a hearing examiner. Each final decision of a hearing examiner shall be in writing and shall include findings and conclusions, based on the record, to support the decision. Each final deci- sion of a hearing examiner, unless a longer period is mutually agreed to by the applicant and the hearing ex- aminer, shall be rendered within ten working days fol- lowing conclusion of all testimony and hearings. [1977 ex.s. c 213 14.1 Ssrm6allr-1977 axA. a 213: See note following RCW 35.63.130. 58.17.900 Validation of existing ordinances and res- olutions. All ordinances and resolutions enacted at a time prior to the passage of this chapter by the legisla. tive bodies of cities, towns, and counties and which are in subitantial compliance with the provisions of this chapter, shall be construed as valid and may be further amended to include new provisions and standards as are authorized in general law. 11969 ex.s. c 271 § 33.1 58.17.910 Severability-1969 ex.s. c 271. If any provision of this chapter, or its application to any person dine So RCW (1979 cd.)-p 141 58.17.920 Effective date and application of 1974 ex.s. c 134. (1) The provisions of *this 1974 amendatory act shall become effective July 1, 1974. (2) The provisions of "this 1974 amendatory act shall not apply to any plat which has been granted prelimi- nary approval prior to July 1. 1974, but shall apply to any proposed plat granted preliminary approval on or after July 1, 1974. [1974 ex.s. c 134 § 14.] •Revlw's nele 'this 1974 emendatory act' 11974 ex.s. c 1341 con. sists of amendments to RCW 58.17.030, 58.17.040, 58.17.060, 58.17• 090, 58.17.110-58.17.140, 58.17.210, 58.17.240, and the enactment of RCW 58.17.065, 58.17.320, and 58.17.920. Chapter 58.18 ASSESSOR'S PLATS Sections 58.18.010 Assessor's plat-Requisite, riling, index, etc.- When official plat. 58.18.010 Assessor's plat-Requisites, filing, In- dex, etc.-When official plat. In any county where an assessor has and maintains an adequate set of maps drawn from surveys at a scale of not less than two hun- dred feet to the inch, the assessor may with the permis- sion of the county commissioners, file an assessor's plat of the area, which when filed shall become the official plat for all legal purposes, provided: (1) The plat is filed in the offices of the county audi- tor and the county assessor, together with a list of the existing legal descriptions and a list of the new legal de- scriptions as assigned by the county assessor; (2) The recorded plat is drawn in such a manner that a ready reference can be made to the legal description in existence prior to the time of the filing of the assessor's plat and in conformance with existing statutes; (3) The first year the tax roll and tax statement shall contain the prior legal description and the new legal description as assigned and shown on the assessor's plat with a notation that this legal description shall be used for all purposes; (4) The county assessor shall maintain an index for reference to the prior slid the existing legal descriptions of the parcels contained in the assessor's plats; (5) Each dedicated plat after *the effective date of this act shall be submitted to the county assessor of the county wherein the plat is located, for the sole purpose of assignment of parcel, tract, block and or lot numbers and the county auditor shall not accept any such plat for filing unless the said plat carries a signed affidavit from the assessor to this effect, and a statement to the effect that the name of the plat shall be number ..... in the county of ........... 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Rv r {C x M. w : c5'?'?^`?r??'I*,p? ? t } w ' p 1 tM ,.s ro a r s ?i µ 0 1 ? :. y q ?? y .3" '' y g ? f? d, y t t- ? 1 ?' 2 9 7 4 {A ? ?i i,,.[y 4 y ? r { ?W , r 1t i , i i I _ i f l r i J r S 5 ?,l ?} •? I 1M 3 TEXAS INSTRUMENTS INCORPORATED SERVICE INFORMATION FOR TEXAS INSTRUMENTS CALCULATOR OWNERS EXCHANGE SERVICE If your Texas Instruments calculator requires service, instead of sending the unit to a TI Service Facility, you may elect to exchange the calculator for a factory reconditioned calculator of the same (or equivalent) model by bringing the calculator IN PERSON to the nearest Taxas Instruments exchange office listed on the reverse side of this sheet. PLEASE CALL THE EXCHANGE CENTER FOR AVAILABILITY OF YOUR MODEL. Out-of-warranty calculators will be exchanged for a flat fee based on the latest repair rates, which will not exceed 50 percent of the latest suggested retail price of the calculator, and the exchange unit will be in warranty for six months. The following terms and conditions apply for in-warranty calculators: 1. Exchange service is offered to the original purchaser or end user and is not available to retailers or dealers. 2. Exchange is offered for repairable, defective lbxas Instruments brand name calculators ONLY. Cal. culators damaged by accident or misuse will not be exchanged. 3. The exchanged calculator will be in warranty for the remainder of the original warranty period or for 6 months, whichever is longer. A $3.00 HANDLING CHARGE WILL BE MADE AT THE TIME OF k THE EXCHANGE. 9. With proof-of-purchase during the first 90 clays exchanges will be made at no charge. 5. Exchanges must be made in person and cannot be made by mail. 6. Defective accessories which are in-warranty will be exchanged without a handling charge. MAIL-IN SERVICE If you are unable to exchange your calculator IN PERSON atone of the exchange offices, you may elect to mail your unit to one of the Mail-In Service Facilities listed on the reverse side of this sheet. Out-of-warranty calculators will be repaired or replaced (at TI's option) with the same or equivalent reconditioned model for a flat fee based on the latest repair rates, which will not exceed 50 percent of the latest suggested retail price. The following terms and conditions apply for in-warranty calculators: 1. The calculator should be mailed postage prepaid to one of the Mail-In Service Facilities listed on the reverse side of this sheet. 2. The calculator will be repaired or replaced (at TI's option) with the same or equivalent reconditioned model 3. In the event of replacement with a reconditioned model the replacement unit will continue the warranty of the original calculator or for 6 months, whichever is longer. 4. Other than the postage requirement, no charge will be made for such repair, adjustment, and/or rgplacement for in-warranty calculators. MAILING HINTS Rxas Instruments strongly recommends that you package the unit properly to protect against damage and also insure the product for value prior to mailing. : I ? w 7 w L a I ? a ?Y ? b ? ? ! ?, y y ? r I ? `. ` r ? Sf ? ? 1 ,c T S Fr i jz? I ?' Sic i EXCHANGE SERVICE CENTERS NOTE: Do not mail units to these addresses. Before going to the Exchange Center, it is advisable to telephone the exchange office for infortnation regarding office hours and availability of specific models. Arizona Texas Instruments Exchange Center 8102 North 23rd Avenue Phoenix, AZ 85017 7blephone:(602) 249-1503 California Tbxas Instmments Exchange Center 3186 Airway Drive, Bldg. K Costa Mesa, CA 92626 7Nephone:(714) 540-7190 Texas Instruments Consumer Service 831 South Douglas Street EI Segundo, CA 90245 Telephons:(213) 973-1803 7bxaa Instruments Exchange Center 4333 View Ridge. Avenue, Suite B San Diego, CA 92123 7blephone:(714) 279-2622 7bxas Instruments Exchange center 100 California Street, Suite 480 San Francisco, CA 94111 Tblephone:(415) 392-6810 7bxas Instruments Exchange Center 776 Palomar Avenue Sunnyvale, CA 94086 7blephone: (408) 732-1840 Colorado Texas Instruments Exchange Center 9725 East Hampden Avenue, Suite 301 Denver, CO 80231 7blephone:(303) 751-2266 Florida Thxaa Instruments Exchange Center 4600 West Commercial Blvd., Suite 3 Fort Lauderdale, F1.33319 Telephone: (305) 733-1630 7bxas Instruments Exchange Center 1850 Lee Road, Suite 115 Winter Park, FL 82789 Vold ono: (305)6474125 Georgia 7bxas Instruments Exchange Center 3300 N. E. Expressway, Bldg. M9 Atlanta, CA 30341 10cphons:(404) 451.8558 Illinois Tbxaa Instruments Exchange Center 516 West Algonquin Road Arlington Heights, IL 60005 7blephone:(3M) 437.5660 Massachusetts Texas Instruments Exchange Center 5047btten Pond Road Waltham, MA 02154 7elephone:(617) 890-1106 Michigan 7bxus Instruments Exchange Center 26211 Central Park Blvd., Suite 215 Southfield, MI 48076 7blephons:(313) 353-5343 Minnesota 7bxas Instruments Exchange Center 7625 Parklawn Avenue Edina, MN 55435 Tblephons:(612) 830-1616 New Jersey 76xaa Instruments Exchange Center 1255 Westfield Avenue Clark, NJ 07066 7blephone:(201) 574-9800 New York r%xas Instruments Exchange Center 81 Huntington Quadrangle, Suite IC01 Melville, LI., NY 11747 7hlephone:(516) 249-2415 7bxas Instruments Exchange Center 1210Jefferson Road Rochester, NY 14623 Tblephone:(716) 275-9760 North Carolina Texas Instruments Exchange Center One Woodlawn Green, Suite 160 Charlotte, NC 28210 7blcphone:(704) 527.1068 Ohio Texas Instruments Exchange Center 28790 Chagrin Blvd, Suite 120 Woodmum, 01144122 761ephone:(21f,) 464-5288 Texas Instruments Exchange Center 4121 Limit. Avenue Dayton, OH 4&132 Ttlephone:(513) 258.310 Oklahoma 7L•xns Instruments Exchange Center 3105 East Skelly Drive 71daa, OR 74106 Telephone: (918) 7411.5724 Oregon 7bxns Instruments Consumer Service 10700 Southwest Beaverton Hwy. Park Plaza West, Suite 565 Beaverton, OR 97005 Tblephone:(503) 643-6758 Pennsylvania 7bxm Instruments Exchange Center 420 Rouser Road Coraopolis, PA 15108 Tblephone:(412) 771-8112 Mesas Texas Instruments Exchange Center 1106 Clayton Lane 'Nin'R,-rs West Bldg. Suite 305 Austin, TX 78723 TL•lephone:(512) 458-5408 Texas Instruments Exchange Center 13531 N. Central Expressway Keystone South Suite 2700 Dallas, TX 75243 Tblephone:(214) 238-6551 Texas Instruments Exchange Center 8585 Commerce Park, Suite 518 Houston, TX 77036 7blephone:(713) 7774450 Virginia 7L•xas Instruments Exchange Center 1745 Jefferson Davis Hwy. Crystal Square 4, Suite 600 Arlington, VA 22202 7blephone:(703) 553-2232 Wnshington Texas Instruments Exchange Center 700112th Avenue N.E. Bellevue, WA 98004 Tblephone:(206) 455-0157 Canada Geophysical Service. Incorporated &10-12th Ave. South West Calgary, Albert. T2R0115 7elephone:(403) 264-0900 Geophysical Services Incorporated 90.10451 Shcllbridgu Way Richmond, British Columbia V6X 2W8 7L•lophon.:(604) 2784871 Geophysical Service. Incorporated 41 Shelley Read Richmond Hill, Ontario IAC6G4 Tldephone:(416) 881-9181 Geophysical Services Incorporated 941 McCaffrey Street St. Laurent, Quebec 114TIN3 '@lephone: (514) 3.11-6225 MAIL-IN SERVICE Calif.-Is 7bxse Instruments Consumer Servia• 831 South Douglas Street IN Segundo, CA 90246 761ephonr:(213)973-1803 Oregon 76xas Instruments Consumer Servic 10700Southwest Beaverton Hwy. Park Plaza Heat, Salle 666 Beaverton, Oft 97006 7e1rphonr: H01D&13.6758 Texna Ibm. Instruments Repair Service P.O. Box 2500 Lubbock, TX 79.108 Texas Instruments Repair Service 2:105 N. University Drive LubMxk, TX 711415 AUTHORIZED SERVICE FACILITIES (Not 76xas Instmments Operated) Ilnwnll Rem Ilawnii Offer Products Corporation P.O. Box 3888 I lonolulu, Hawn110(18I2 7bdsphono:(808) 537.9575 Puerto Rico Electronic Loh Systems, Inc, 1129 Mullox Rivera Avenue Rlo Piedras, Puerto Rico 00926 714e1hnnm (809) 761.7689 15010MI Iael IM36-IM +atWx r q+ w w+t ? i 1 v t 9 w iTM ? 12 yp1' 'A'SH C"TA' I + i, li ti ?} t 4. r? I v" u, r1 g ? a r ? t' f '? ) 1 r 1 s .1 -77 ' 3a l?? , a i ?h f„ n ; 7 ? .f t_O ry? ?' xfe ?/y'B COG,JG/T?: JEFFERSON COUNTY COMMISSIONERS B.G. Brown A.M. O'Meara Carrot M. Mercer CHAIRMAN.. MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. Sonstrom, DIRECTOR OF PUBLIC WORKS rtr ?l rrrr ?'?e March 25, 1981 Puget Sound Blueprint P. 0. Box 24927 Seattle, WA 98134 Gentlemen: Our Wild T-1 (Serial Number 187630) needs cleaning and adjustment. Also, could you realign the "0" index on the horizontal plate. It is about 70 degrees out of "alignment". Thank you in advance for your prompt service. Yours truly, 4 J fC ` Gy??u-?-. Bruce-Laurie Design Engineer BL:ejs. cc: file ??,?. t ;? a?'nfi. S f??f p? ;f ? ,u9 3?WAt? x? d 1 Y?' ? ? ?? ? ? ' N r ?,` ? 1 :t r? F i - i ?7d p ry ? I i ? 1 ,?sY ? r s ?? k c v c_ t t, 5 + r t ?L , 4 1{ L d A a' a io G O i/ y y C t-Ola "o - C CN ® y a.c°u mac°i? ?"EN=rNNN z ? i. ucwY?mco?o«r «'o.Etyd c?' ? c+ -•h. _ ^ Q'n N N O « ` O OL L a >° 01-5 ,a-NLLm•i°nro a O r? o ?' ° U L v ?o E r ? O 3 °.c Ei 9.O oN 01 ? 1 ,v ??o Naw3aro u Nn.- mN omNO??m>>?vu.-?L ? U W ?? Si OOY n = O. . w??v=°o.?Cd OLD O °??«oocE v-:: aai nc o_`a cL } r 2.2 n3 p L c . E NEE ??..o ?Lmcti E Em v' ,. ': P'?f'? ?,?? '?, ,c mE 0 a E « d N??E?ayc?cL acoc t?c ,^ .?•- V h-'vo«'v o9"wmuEc°?o uf-I'n-o``mc« r Im °'N o j .. m a c A O ':a.' N o 1. 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' ° ?. 0 a.. 3500° 'O2 °3E _ EN °'•' Nn '? - O^O r J /, V =L6 N O y ' ' vY E ? n m CL N.9 U W y C y'.J N? m N N ' O? m' U O V N Y C?? IG ? C? ?a c tOH° ° d° ' ? H? L d ? U C ?E w ° v «dm c a i - NU n c ? m ot c•? -? o Em > p o am 3Q;`amm Ev? do ,yam cl--ANC NLL JT° + ?O ? y ?c wcyomc$d -fir...- .i12 F. p1? m.c °?' c1Oi E d E ' FL ` ? mv>nE°.?='° c'H CL ® oyd:: •wo° o '/IP , d6, g{,* ?' c. Lo m m °u ?? o c ? 5 at E ':° OEm ? °o c ° ? c c o c o m Mm m o•omc?>E?? ` . m czy ?. a. c - . joy°UC m3'""cSx>3 a ?A ii ??Eca o•-tea O E .22 E v a?cm F- ° E o E off;, mm`o a. c ?,v`d ,E °1m om`m:o o.?a cov ? °?ao m o?oow ca. E.>?ma9i'ao c« . j N O,? L 6 ? N'O U-5 ay~.C:,2 o `L Eon=°ccJ`o?01= E c «yE?yo 3 O E.o rn? m a ° y rN o tx '? u= > ' 1, = Y d f ' J IO ? C U N dad ?m NLUOOf ? ud ivt t >yi6A y m Y c'e as mo ` t y, O d N N K p C J N c 1 Y am ? / , ?. V o.mE nv c.E u ? > E I J N M ? { 1 q? N N.N tMD .N pp m 3 ui 3 C Hzo 7 - N U 3; ??. mc? ?nri 4 LEI . Nf. t 1st n>?? ? V` k - n Instruments, Inc. Geneva Kern 6 Co. Ltd. Road /? fo Mechanical, Optical3 Phone 4. 279509 ® and Electronic Phone (914) 279 5095 Telex .969624 _ S?V/SS. Precision Instruments CH-5001 Aarau, Switzerland Kern Instruments of Canada Ltd. Telephone (064) 251111 40 Colonnade Road Telegram Kern Aarau Ottawa, Ontario K2E 7J6 Telex 68106 r' Phone (613) 2261105 , r, Technical Specification t., Telescope"magnification 30 x Ordering Data We reserve the right - Objective aperture:1:8 in. 45 mm Engineer's theodolite K 1 •S 4009 or to make changes in keeping with ( ) ' 360 with inverted telescope image technical developments. Shortest focusing distance 5.1 ft. (1.55m) Engineer's theodolite K 1-SE 4009 or 144e 10.79.RT Diameter of field of view at 1000ft,(1 km) 360, with upright telescope image 26 ft. (26 m) The instruments are supplied in a metal Printed in Switzerland Multiplication constant 100 - -carrying case with adjusting tools. Addition constant 0 Accessories Diameter of horizontal circle Centering tripod No. 173 with 3.5 in. (89 mm) Diameter of vertical circle telescopic metal legs 2 8 in. (70 mm) Centering tripod n legs H with j` Circle reading, direct OH/1 telescopic wooden legs Electrical lighting consisting of: Circle reading: by estimation 0.1'/0,2` battery case, lighting fixture and: Sensitivity of alidade level 30"/2 mm mirror for reticule illumination Centering range of compensator - Eyepiece prisms 120'/40° - Eyepiece filter C. term, accuracy of compensator Elbow eyepieces 3"/0.Gauss autocollimation eyepiece Focusing range of optical plummet Pentagonal prism attachment 90` 2.3 ft. (0.7 m) to ti Optical micrometer Height of horizontal axis Lens protection cap 6.7 m. (171 mm) Rubber sunshade tube Weight of instrument 10.2 lbs. (4.6 kg) Tubular compass c Weight of carrying case 5.3 lbs. (2.4 kg) Circular compass 1 _ Dimensions of carrying case Telescope level with coincidence prisms -? 11.8 x 6,3 x 8.3 in. (30 x 16 x 21 cm) Plumb bob with plumb line plug Efectro-optical distance meter OM 501 to Optical roof and ground plummet Extension tube for centering rod t of the centering tripod; Traversing equipment P2, consisting of: 2 targets in metal carrying case and 2 centering tripods No 173 or No. 173H Manufacturing Program Invar subtonse bar IB•? For 160 years Kern has manu- Fungicide plate j factured surveying instruments and Fungicide compound drawing equipment that have an Shoulder carrying strap outstanding reputation in all arts Transport rucksack of the world. C p aannvas Canvas Tho present manu(acgurin C bad for tripod includes: fl program Padded shipping case s Levels Theodolites Self-reducing tachymeters Electro-optical distance motors Optical precision plummets ` Planotable equipment Photogrammetric equipment World-wide Korn Service j Compasses The proverbial reliability of Korn Tochnlcol Pon-. Prontograph instruments Is ensured by the dependable Lettering and drawing templates servico offered by our foreign reproson- Lonsas for motion picture and still tatives. They maintain efficient repair cameras facilities, staffed with factory-trained Optical Instruments for military use personnel and backod-up by an adequate Special optical equipment supply of spare parts. -J I' r I I I I t' 1 E ti 1 I o I i ' o c t III ' 11 -I , ily III ,c;; o 'b I .,n o N x y - o r0 U W II< ? Z ZOO I C U II'o y ? ? ?" 0WIn CA rn im O 4 Y ?a ;o. a= vo o =tA UN ^0 1: 'vuoo II o_ 1 U • IL ) W . ' II tl o N s L ' ^ V/QN ¢ o w ' ? ly C ' ¢ 0 C9 tf1 a I N O m ,m . 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I l j t l 5, I $ ? 1 L { .f r l Ja ? ` aferx RESOLUTION NO. 20-83 ADOPTION OF REVISED ROADWAY DESIGN STANDARDS WHEREAS, Jefferson County has adopted Roadway Design Standards by Resolution 41-82; and WHEREAS, Roadway Design Standards are in need of revision periodi- cally; NOW THEREFORE, be it resolved, that the attached' Roadway Design ?f Standards, Exhibit A, revised 2/02/83 be hereby adopted. F , APPROVED March 14, 1983 s BOARD OF COUNTY COMMISSIONERS 5.? A. M. O'Meara, Chairman B. G. Brown, Member SEAL J L Pitt M . . s, ember Fir ? r ATTEST: " Jerdine C. Bragg i A„ Clerk of the Board k 1 ?yVAN 1 ,??, tx r , Jr, ? ? ? ? Y? a! ?? ,'1 1 r t 5 '9 4 t? r L }" ?. 1 LA ? '-1 ' tl r}1 Yl Pik ? : 'i I N CAJ • N J z o U) w Q s ? w o? J ? U qry l^ .mN^+ ? ?RYfA V? ? S 'hh fl ? Y ? , ?'?W NY r0 { ??k L C? T V 1 R+ b?1 ??f?.q 11 1 ?l 1 J F iV '? f e ' 7 T ti !" {. r? „ ? { h 1 ? tir • ?. aR ' IY ?l 5 S ? 444 1 ? 1? 1 r ?d r r{ > 1? A a? I i u RESOLUTION NO. 20-83 ADOPTION OF REVISED ROADWAY DESIGN STANDARDS WHEREAS, Jefferson County has adopted Roadway Design Standards by Resolution 41-82; and b WHEREAS, Roadway Design Standards are in need of revision periodi- cally; NOW THEREFORE, be it resolved, that the attached Roadway Design } Standards, Exhibit A, revised 2/02/83 be hereby adopted. r r a r ± i •': APPROVED March 14, 1983 ' BOARD OF COUNTY COMMISSIONERS v ? r A. M. O'Meara, Chairman r a tr ?!1,%??-? ?G/ li( t B. G. Brown, Member r `?vT 'y SEAL J.L. Pitts, Member ^ 1 1 t h ATTEST: ;?. Jerdine C. Bragg t Clerk of the Board f r y.x N , erK y?? I ' Mj, t ? ?Z 7 'eN V ' t ?( ?? {, f tl 1 1 !l + 1 I S' F ?y? I K.F >I y f ? t f } J of{ Li 1 t t ' ]91 ? 1 ? I f l f f' ?LN 444 '? t+ a",? 'f 3 lJJ t== L - , A q f-- ?I N W A Q A O? C J 4 k W G W t t t b b b Q a Q tl V a < 6< m `?' Z}} 2}} n N N t c e W W W n '^ n n n m m n 6 Q Q n n n. } i• > Y)} p o D b N Q b b I m m n I n emi n I i [ a I m m ro: I}}} I} Y} I- + v a h' h h p O p m tl m m a m m m m o^ q ?N?11 ??N77 I bI?? ?1b1 W N ?I b1 b b m N M M N M J J J } j} }}} N Q a o D D m m m N m N J J J }W }W Z O }W W W D o b b b N N N N N 2} Q M M h h h O O m m m N N N N W W ?? o W b b N N N N N N J J J N Z Z$ 2 Z} Q M M U) O ? a W N R R • IW E O wo a a s S' S' S' O tl Q b N N N 2'Z Z O O O tl O Z Z Z Z Z Z M M M d ? 7 Ca Z Q Z W Z h ?' h F < h ? ? 4 G Z z_ J O m 2 W J O 1 J 2 W m W J O 2 sJs 2 Z ] y . O < < W J] 2 N tky UN Z W L ] W ¢ C 7 ¢ ¢W k :2, 7 W W ¢ ¢ C ? W C ¢ ? WN C 7 W K ? W K ] W ¢< ^ UI ?Wy J ? 4. O ¢ 7 ¢ R 7 ¢ ¢ ] ¢ ¢ ] ¢¢ 7 ^ a ' y_ p ? r o a 6 W ? U } U to C y LL s LN u '.1 01, m y > ad s b d? u ? aJ?¢ IL a ? N ? ? ? ^ N 1{ ? ? ?^ ' ri "y?.IMMMr11? k Iv ?Z ? ? .i.??lrl r ? y. ?x ?'^' S`? ? @?? g v ? ? ??r"4i47hP d?P'' P 9?? ?? ! + 1 i 4} ?slr ?'P tl -f z r '? i'r r 4 .r r. i, RESOLUTION NO. 41-82 ROADWAY DESIGN STANDARDS WHEREAS RCW 36.86.080 requires the adoption of uniform design stan- dardsAfor the construction of County Roads, and WHEREAS Sthe, Jefferson County Subdivision Ordinance requires that the County: Engineer set standards for the design of roads, and WHEREAS the design standards of the State Department of Transporta- tion do not provide all necessary design standards as required to meet the requirements of this County for subdivisions and developments, therefor IT IS HEREBY RESOLVED that the attached table Exhibit A entitled "ROADWAY DESIGN STANDARDS"hereby adopted to be used in conjunction - with the design standards of the State Department of Transportation with regard to land subdivisions as described in the Jefferson County Subdivision Ordnance and with regard to developments affecting exist- ing County Roads.' ADOPTED THIS .:2- T DAY OF lit 1982. U... 8 OW , CHAIRMAN SEAL A.M. ?0 E , M BER s &MAd C.M . M RCER, MEMBER ATTESr. . G THE BOARD sS:j VOL 8 f: ; E r o f % t? a ti?SSEt+ ? 7 l 1 Yt F V , ?? aid "1 A 4 I? t ' ' ? h 1 1 ? ! 7 1 1 . ? ? WHEREAS the Jefferson County Subdivision Ordinance requires that the County Engineer set standards for the design of roads, and WHEREAS the design standards of the State Department of Transporta- tion do.not provide all necessary design standards as required to meet the requirements of this County for subdivisions and developments, therefor' IT IS HEREBY RESOLVED that the attached table Exhibit A entitled "ROADWAY DESIGN STANDARDS" hereby adopted to be used in conJunction with the design standards of the State Department of Transportation S,y O + + f + + + U U U d° e e o-°o 1 -1 v° °v °v vv ° ° 6 6 Q b dP dP b , b Z >•• 2° r n° ° ?+ r o 1 k 1 O O O, pp U U U A° pp po dP dP N N N N - .•1 O 0 b b b m M O O M M M 1? 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(,?,1 {{ 4'( a j C ut ?w {{y? y? y 0 ' ' ?= {t/? 6 0 R K 4' a C fx C a d••F ad 14 c O 3c ? N W H ?yy i O H N }. a >. w < Z - . . N roN G w o w .. y 3 u ' u o z 1 Q u? as ? t 'a 1 h>? Y Q .mss u7 e cj w tr O H 5 Q ?9'tA?C lttl? 11 11 ? ? ` d ? 73? . .? ° a ? < mo ? ?j ? ? 4• r i {?J' R ?U 1 14 a CA? 1 ( k ? ' h 1 i 1 9t ? 1 1 'Y?'TL ? .u r t ? vJ t k 4 1 • .i MCI '7lF' ? , I r ??T ? ?- F'S { '?1 ?? ? ?? [?* ?? ? - f"' _ -' 1 L ? ? ? t r r ??? ? ; ,Cj s? *E ? Z ' `rte . - a 1 s s?A ?"ic 5 ?,T S„ ay?h . ' - ? .--. w ?? ' r: ?. r?,;r ? i - F , ? I Y4 ? \ \ i j _ _ - i f - j i I i ///)? r/! I I. i I i - i i 1 qi'; S 7 rn i pad-t? - ;" ? ? Ylh i (?? ??? ? ?Ii. ? ', Adft M Washington State Department of Transportation Transportation Building KF•01 Olympia, Washington 98504.5201 206 753.6005 VFW b7. lD FC'06"r_ /110 5raru5 Duane Berentacn Secretary of Transportation December 8, 1986 Chairman, Board of County Commissioners FAS Status-Report November 1986 File: A-40 Attached for your information is the November 1986 status report of the Federal Aid Secondary (FAS) program. The statement shows the allocations and obligations of FAS funds since 1973. The status report is supplemented by a computer listing of all projects affecting the amounts shown in Column N3, "Obligation to Date". The total funds available as of November 1986 are shown in Column V. We will process fund requests up to the total funds available. Please note there is no 1987 obligation. The 99th Congress adjourned without acting on the Surface Transportation Act nor did it provide any temporary funding to continue the program without interruption. The new Surface Transportation Act will be taken up by the 100th Congress. If it is not enacted by March, there is a real risk of losing a summer construction season. I encourage you to contact your national association and advise them of the importance in having the Surface Transportation Act passed early in 1987. You may also wish to contact the Congressional Transportation Committee Chairmen listed below: The Honorable Quentin N. Burdick United States Senator Chairman, Senate Committee on Environment and Public Works 511 Hart, Senate Office Building Washington, D.C. 20510 The Honorable James J. Howard vn r,? L°'?, United States Representative -w C Chairman, House Committee on U U 1986 Public Works and Transportation 2245 Rayburn House Office Building r Washington, D.C. 20515 Ji IS0N COU v, ?NClNEEf.S OFFic.