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MICROFILM CERTIFICATE COUNTY OF KING ) STATE OF WASHINGTON ) The papers and documents appearing on this roll of film were photographed by your affiant and that said papers and documents are true and correct copies of the originals thereof as the same appeared on record in the custody of the Jefferson County Clerk. The microfilming of the papers and documents as aforesaid was done in the pursuance of, and in conform- ance with provisions of the statutes in these cases made and provided for as they appear in Title 40, of the Revised Code of Washington. I, the undersigned, do hereby certify, under penalty of perjury, that the above statement is true and correct. S gnat r Date Northwest Center Industries Micrographics Department f?V o'k NI ifi? ly y aJ CO O O O O rn .j C Lo a$ M O O M d M c+ N • co to tCi : 1 co OD o N co V N N Ln ?? n• . tD tD • moo °o to a y. E_: F• G G M O t0 L' o Cl: o= i o a to M CD V O p .Ni o 4••_a E 4--V w X u 3 Ol r O co r n M . NEB=, t ? 'te'a°c e'er _, D O ° O O a.oo of ??? a ? 4035 O ? O O ? W > `• Ex 30? N UOCOQ ooO F W ?o. C O O O O O C? W y N D In V c- vi m - a? In 0 L_ LL u ° a' z a $ Q IL Q 1 . Z • 0 m CL a 4 t ~ Z W o a t0 tD N n . 2 uLL a m x 8 p N It O ? N O O O O N O N c oW z _ >o o z r M t0 ,.. , w c0 Zw ) 7 .. v n o It ° I . vJ a ,a$ 3 o ° M h l uiJw :0 .ai7? t0 M O n V N to ri tr H niu."ntnro3 \.. Ill w - W W W W Q 1 a Sc W 3 W ? , w ?m LL O O U O D U L7 C) F J JuJ f• W m m U, m m 0.l CL ?LLa F Q Q V Q C 0 z a Q aQLLNW? WJaNm CD n 01 n n n ~ aWQFD¢ LL?ZG) p O O O O O O U uin r-nma a O O O V O r• N Q N O M O M N O1 ? , wdo2-' ? O O O t0 O O ° w ,, W 2 I to M O N O M n U J z Z C=a j .Wi 3 M ?. O t0 n M w ¢uj i r O, N O O ¢ ooN n 3 1 t0 M O M Q '%?OOwW N 1 O O '' t0 i, ?l.. WO ZZZ2 l7 pjgQ0 °y ?aFatf ? Ommra " - 9461i 6 z0 6 W Z O • •N 4+ 41 •V JJ Z a 0 N N 0 N N N V ) N N ca ?z? w to w w w w w. W 1za¢ 3 41 o co tit: 0 -W M v U O L C O j;. awaW O N9 M M 40 f vC?> W Qa O (0, m 1 Ol O •l•t Y O CI " t J O Q N J0 J a zoJU m 7 GI .y Q C 01 ' J i N J tU ' a a u 1 W 7 N m r U > 71 > •O , ?„? W I a w GO E ?+ •i+ 1•J g r^ a u u 0 w ` o ;N > > YY IWMJ o ?: J S Ic Jc - o m a "•? PI q E J -+ G) 9 O C 0 w U m a i .... ...s c? 4aaU _ 0 2 L U J co 0: w m "4 w _ a 7p _ OaaJ u ^ . ?a . i Q > e lLC a V N r 1 Jp y a JJa 6 + > a In T 1? F . f St ¢vua Faapau i j gQ y LVN ? rq ?° ?•o t N m Uj n l?mj i M N t 1 l{L 1 t y?" l ?.F? 1 14 1 fi da w I77<M u t N V) K In tD n 00 0 C :W',60 C o a o o ... .. ,.. a, bkkill. Aw- Pei. JEFFERSON COUNTY 1986 ROAD CONSTRUCTION PROGRAM ENVIRONMENTAL ASSESSMENT The Jefferson County. Department of Public Works is submitting its Annual Construction Program for the year 1986 for review pursuant to the State Environmental Policy Act Guidelines pub- lished as Chapter 197-11 of the Washington Administrative Code and adopted by Ordinance Number 7-811 in accordance with W.A.C. 197-11-904 by the Board of Jefferson County Commissioners; and as W.A.C. 197-11-926 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to W.A.C. 197-11, Jefferson County declares that. The following projects associated with the "Annual Con- struction Program, 1986" are categorically exempt by the W.A.C. noted, and a threshold determination is not required; TITLE W.A.C. Item no. 6- Rhody Dr. Airport Rd. 197-11-800(2)(c) Intersection Item no. 8- Miscellaneous Projects 197-11-800(12) Additionally, Items Number 1 through 5 and Item Number 7 are projects that have been carried over from previous Annual Con- struction Programs and the S.E.P.A. guidelines have been met for each project. Each project has been individually reviewed by the Department of Public Works for its environmental significance as it relates to S.E.P.A., and its guidelines as published in W.A.C. 197-11. _z?Q/1 Gary A./Rowe, Director Department of Public Works John L. Pitts, Chairman Board of Jefferson County Commissioners 4 KM4W ,xsa aYq. ra?, ii r . 1? h i 1 L ; N ; C: 0. Le^3; - O;agc n Ul E " " c ?Ewc nS9 .`o ooE vs VO¢OQ 00¢ 2 a J z r z 'ZI+ Z ¢ U O -Z I >m ZEw 2V yi?W viJw Q Q w 2 v?Y w 0 d O m u? J LL¢ Q Z ZY QJUFwLL a Q ? m3LLZ°¢ w O U jQ¢Qaln D UNrn mLL c 1? YjLL VZJ? () Ovw z zaU J O =aLL f Y ay ¢ Z a mnmm a Z °+r'iu Q ?+ OOOwL3 M2. o r ow?Qo w ¢Nrwu j as-a ,a.. N F. 2mti G z z m 11 aQ7 Jcaa 4O?a aJF7 Qa QW agar Ja Oy o¢y? = G oiZJUu0 z a O JQQQ _ jaag aria QOOQJ u -??aa 4 WJJ70 6 ¢8iaN {F? aaaNW Z Z$=UN LL 3Y5 QN E °ooa ° m o p o o m .0 m N m N O M o a co N a m N m c w y O <? ? ° O O O ul u °g ° O `O In O 0 r r M O 10 r c p O N Z ° ° I n co a? ° u o n 0 M N M w ° O O u O O I G 4 o; O M O O O N n uri Ja . O O O O O O T N N In a m ? ° ¢ W m L u. LL z w U o 00 j ¢ Q I m` n. I a I O LL N N N N O z ° a O LO ° O N m O LO O O N O O Z O N O ? I N rv Jxo Q°$ ? O O m oiJ +- m co w 0 m O N N vl u.w+w+.v uw.wmn.ua .-, W W - W W W W Y 3 W Lj p O U O a O O] 0] 49 W OJamm ^ C) N O O O N O N O N O u.? 2 U F O O a 0 N o O O M a O p N N N O 0 O '•• O O O O O _ a CY, o m m m a J 1 m O 0 N 3 N m O p O u7 N I O O o 0 r u N N 41 N 41 N 41 N 4? N + N O W W W (d (13 W 0 W (a W Id W W C y co O O O J UI .4+ ?k fC J l U VI 'O co M Q. O a' o a U N d L 0 i 0 0 Y d 41 U >, v .1 a N p m L w > ycx y d J J Q d I UI J J u v z g z 41 Q c - J L V . L > H w E . O C zO oa 1 U y I> b 4) > V C) > $m m e - n o m u a ? m C M m to x - p 0 0 0 0 y a`+? a? L ? O O+ L > ° a tn a N N a : ?s 10 CN i ry V @ ai ?r?tS E N m In N O+ M I M wq N m a In ko N °O JEFFERSON COUNTY COURTHOUSE, NATIONAL HISTORIC SITE PORT TOWNSEND. WASHINGTON wr Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 TEL. (206)3853505 Gary A. Roux, Director 1985 EQUIPMENT RE[1iAL BUDGED ------------------------- CAPITAL PURCHASE PLAN 1. Daw trucks - $200,000.00 2. Brush cutter - $35,000.00 3. Computer enhancements - $40,000.00 4. Motor pool - $25,000.00 5. Miscellaneous - $31,520.00 -------------- TOTAL $331,520.00 STATE OF WASHINGTON - URBAN ARTERIAL BOARD Tra-1wrianon Building • Olympia. Washington 98504 • (20h) 753-7199 August 25, 1986 The Honorable John Pitts Chairman, Board of Co. Comm. 1820 Jefferson Street Port Townsend, WA 98368 Six-Year Transportation Improvement Program and UAB Supplement 1987-1992 Dear Commissioner Pitts: ROW 35.77.010 and ROW 36.81.121 requires that each city and county shall annually update its Six-Year Transportation Improvement Program and file a copy of the adopted program with the Secretary of Transportation. A review of our records indicates that we received your updated Six-Year Construction Program and that no Urban Arterial Trust Funds are requested for either of the first two years of the Program. WAC 479-13-010 further provides that if the city or county does not desire to propose new projects for the Urban Arterial Trust Fund Assistance, the only submission to the Urban Arterial Board shall be a written statement to that effect. If you have any questions, please call Bob Plaquet or Dan Rude. Our toll free number is 1-800-562-6345. If you concur that you do not propose any new UAB Funded projects in the first two years of your construction program, please sign at the bottom of this page and return it to the Urban Arterial Board. Sincerely, Z G., _k" DAN RUDE Program Engineer I consent: 4 -? 'F ( ay /Chairman) (Date) Mad Enclosures xe: DES 05.110 1986 PIWIA 02 lii?lly kSl? + 9 L M I ?? '" S' w ?"" iyaflao S ?bnyY39u P TIN tit,, y 1 ? I+ q?p? x 1 ? +? ti?+F y4 ?q;TPI ?, I I + ? L y. 1 1 ; ?Ih ft S Y 1 I ` ? 1 _ 4) 1?? . JEFFERSON COUN1'1' COUI1111OUSE NAlIt111A111151.1111. `illl FpHf 1:)NNSE N[). ?VA`?IIIN(iiON December 26, 1985 Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND. WASHINGTON 98368 IEL. 120613853505 GARY A. ROWE. DIRECTOR Mr. Ernest Geissler, P.E. County Road Administration Board 206 10th Street S.E. MS EQ-11 Olympia, WA. 98504 Dear Mr. Geissler: Submitted herewith is the 1986 Annual Construction Program, the 1986 County Road Budget, and the Adopting Resolution for Jefferson County in accordance with WAC 136.16.040. If you have any questions, do not hesitate to contact me. Sincerely, Robert G. Nesbitt, P.E. County Engineer by:/Bruce aurae. Construction Engineer RESOLUTION NO.' 108-85 ANNUAL CURRENT EXPENSE BUDGET FOR 1986 WHEREAS, State of Washington, Laws of 1971, First Extraordinary Session, Chapter 36 sl, and R.C.W. 36.40.071, provides that an alternate date for Budget Hearings may be selected by the Board of County Commis- sioners and this Board did so deem it necessary to select the alternate date; and WHEREAS, said laws having been complied with, hearings held at which taxpayers were given an opportunity to question any part of the proposed budget, and the officials in charge of various departments were called in and consulted concerning the budget fc: their departments; now, therefore, BE IT RESOLVED, by the Board of County Commissioners, Jefferson County, Washington, that the following budget be, and it is hereby adopted as the CURRENT EXPENSE BUDGET OF JEFFERSON COUNTY including SPECIAL REVENUE FUNDS and the FEDERAL REVENUE SHARING FUNDS. BE IT FURTHER RESOLVED, that the JEFFERSON COUNTY ROAD CON- STRUCTION PROGRAM 1986 is hereby adopted, and the COUNTY PROPERTY TAX LEVY set for the calendar year 1986. APPROVED and ADOPTED this jL3 * day of December, 1985. JEFFERSON COUNTY BOARD OF COUNTY COMMISSIONERS SEAL: ATTEST: er ine C. Bragg Clerk of the Board Jo n L. tts, C a rman t!aLs c? BGrown, Mein er -- =y enriison, eFI mbar JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE: PORT TOWNSEND. WASHINGTON Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98366 TEL. (206)3B53505 Gary A. Rowe, Director 1985 EQUMM RENTAL BUDGET ------------------------- CAPITAL PURCHASE PLAN 1. Dip trucks - $200,000.00 2. Brush cutter - $35,000.00 3. Computer enhancements - $40,000.00 4. Motor pool - $25,000.00 5. Miscellaneous - $31,520.00 TOTAL $331,520.00 E. & r 'Ii1?7 yl N U r + A f b ,,[ 1 1 ' { ` ?1'V to T1f'?r t i ra l1 a' s P : I ,4 It 1 " ?? r JEFFERSON COUNTY 1986 ROAD CONSTRUCTION PROGRAM ENVIRONMENTAL ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1986 for review pursuant to the State Environmental Policy Act Guidelines pub- lished as Chapter 197-11 of the Washington Administrative-Cobe_ and adopted by Ordinance Number 7-84 in accordance with Wc` t" 197-11-904 by the Board of Jefferson-County Commissioners; and-5as W.A.C. 197-11-926 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to W.A.C. 197-11, Jefferson County declares that: The following projects associated with the "Annual Con- struction Program, 1986" are categorically exempt by the W.A.C. noted, and a threshold determination is not required; TITLE W.A.C. Item no. 6- Rhody Dr. Airport Rd. 197-11-800(2)(c) Intersection Item no. 8- Miscellaneous Projects 197-11-800(12) Additionally, Items Number 1 through 5 and Item Number 7 are projects that have been carried over from previous Annual Con- struction Programs and the S.E.P.A. guidelines have been met for each project. Each project has been individually reviewed by the Department of Public Works for its environmental significance as it relates to S.E.P.A., and its guidelines as published in W.A.C. 197-11. a. F, Gary A. Rowe, Director Department of Public Works :<y John L. Pitts, Chairman Board of Jefferson County Commissioners ? "lIAJ ? ft?l t ;(y (Y?y, JZ y d f S t NIMPN, 1 't r r rid{ ? I ,.J a ? t • O an to : • n tiN?I -p ???• c. O• ?.oqV y'oac :N E WC `o a8 :LqE nR u Oa OQ OOG z w a 2 fz 2 Z u? _Za >0 z?w 10 inZ W m u1-W ¢ W L7 F ?? W O O ? !- _? J d ONLL¢ u. aUfWlai Z 'I O ma<" 0 m¢ Uvl la-amLL wLLUI-"? 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O °u O L in Uf K > O+ > •3 It i C N m n h M L Cl) - w$ N m 'f In 10 h 00 0 AM- Op JEFFERSON COUNTY 1982 ROAD CONSTRUCTION PROGRAM SEPA ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1982; for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-10 of the Washington Administrative Code and adopted o¢ by reference in accordance with W.A.C?..? 197-16-W:(1) by the Board of Jefferson County Commissioners; and as W.A.C. 197-11fCQS'?specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to the terms and conditions of W.A.C. 197-14-170 and W.A.C. 197-10-180, Jefferson County Department of Public Works hereby declares that: The following projects associated with the "Annual Construction Program, 1982", are not major actions and are specifically exempted from the threshold determination, E.I.S. and the SEPA guideline requirements. Title Item Number 7 - Beaver Valley- Chimacum 8 - Upper Hoh Road 12 - Becket Point Road 15 - Quinault So. Shore Road 18 - Emergency Construction W.A.C. Code Exemption 197-10-170 (If) 197-10-170 (17) 197-10-170-(1f) 197-10-170 (If) 197-10-170 (180) Item Number 1 thru 6 - These projects have been carried over from previous construction programs and SEPA guidelines have been met for each. Item Number 10- Clearwater Road Intersection - This project.was included in the overall project Queets River Bridge and Approaches and SEPA guidelines have been met. (Final declaration of non-significance 12/7/81). Iten Number 9,11,13,14,16,17 &19 - These projects consist of clearing, grading, widening and surfacing an existing roadway and are exempt per W.A.C. Code 197-10-170 (If), as they fall inside the exempt construction parameters of (1f). Extra right of way may be required because of usage right of way only and not the standard 60 feet. Each project has been individually reviewed for its environmental significance as relates to the State Environmental Policy Act of 1971, and its guidelines as published in the Washington Administrative Code Chapter 197-10; by the staff of the Jefferson County Pulbic Works Department and its director, Milton L. Sanstrom. RESPONSIBLE OFFICIAL Milton L. Sanstrom TITLE Director of Public Works A DATE SIGNA A? H . a ? ? r ?.L. 4. ._• 1 rut rar err„dew r??. ? fir, n,i+^ri r' ?;, f ?tp ?ryrv;° x.. ?xt ! 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O u P: : D G C o m a .14 u m o rl rl W ,-1 N o cu ¢ m co r ca ,Y C b M '7• OM= p; u caz O W N N D ' Pq H . d O O O O O 3§ C-4 14 ro ° N ? ?1 M1 1 ` r ad I ti t r 1 N m 1 u1 ,O 1? 00 .-1 2¢ t e•/ N M .7 in ,D 1, __ co O, A Ls U A" I?? tk 3t?''A'}I 7d'?' N AnY w(1 i 4r' I 1,{S.C3'Av.l4 rMr' .. < ? WWNNBBFFRR ?f {,1? J '"°(+„"?N,'A 1f `!Y114?F ? ? ? ; y ry_,t??f p -1` •• t !'fIV>r4V11]^?Q'JI d pil!P p ii!, + 6Q ? 4 + ?}v' n µG?y Lfl 11 X ?' §9?C ? { ?? j t i ?I w ti r ?? ?4u?f ? ;` 1 ? ? a) ??? t , t Commissioners' Meeting Minutes: Week of December 22, 1986 Page: 4 personal services contract with Ruotsala & Associates is for the installation of the computerized shoreline permit processing system as funded through the Washington State Department of Ecology Coastal Zone Management grant. Commissioner B.G. Brown moved to approve the personal services contract with Ruotsala & Associates as recommended by the Planning Director. Commissioner George Brown seconded the motion. TREASURER Authorizing the Treasurer of Jefferson County to Invest Monies in the Local Government Investment Pool of the State Treasurer: Commissioner B.G. Brown moved to approve Resolution No. 102-86 authorizing the Treasurer of Jefferson County to invest monies in the Local Government Investment Pool of the State Treasurer. Commissioner George Brown seconded the motion. s s s The meeting was recessed and reconvened between Monday and Tuesday and Tuesday and Wednesday with all Board members present to work on the 1987 budget. Annual Current Expense Budget for 1987: Commissioner B.G. Brown moved to approve and sign Resolution No. 103-86 adopting the Annual Current Expense Budget for 1987 at a total of $3,672,748.09, which includes the Special Revenue Funds, and with the County Road budget being adopted at the "C" level. The County Road Construction Program for 1987 is adopted and the property tax levy set for the calendar year 1987. Commissioner George Brown seconded the motion. MEETING ADJOURNED JEFFERSON COUNTY BOARD OF COMMISSIONERS Larry W. Dennison, Chairman SEAL B.G. Brown, Member ATTEST: George C. Brown, Member Jerdine C. Bragg, Clerk of the Board &1 0 JEFFERSON COUNTY 1987 ROAD CONSTRUCTION PROGRAM ENVIRONMENTAL ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1987 for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-11 of the Washington Administrative Code and adopted by Ordinance Number 7-84 in accordance with W.A.C. 197-11-904 by the Board of Jef- ferson County Commissioners; and as W.N.C. 197-11-926 specifically requires that the lead agency for any proposal initiated by a govern- mental unit shall be the agency making the proposal; Then, pursuant to W.A.C. 197-11, Jefferson County declares that: The following projects associated with the Annual Con- struction Program, 1987 are categorically exempt by the W.A.C. noted, and a threshold determination is not required: TITLE W.R.C. Item No. 2: Oak Bay-Flagler Road 197-11-800(2)(c) Intersection Item No. 4: Rhody Drive 197-11-800(3) Item No. 5: Chimacum Road-Old 197••11-800(3) Hadlock Road Intersection Item No. 6: Miscellaneous Projects 197-11-800(3) Additionally, Items Number 1, 3, 7, 8, and 9 are projects that have been carried over from previous Annual Construction Programs and the S.E.P.A. Guidelines have been met for each project. Each project has been individually reviewed by the Department of Public Works for its environmental significance as it relates to S.E.P.A. and its guidelines as published in W.A.C. 197-11. Gary A. Rowe, Director Department of Public Works jr enn on, Chairman Bo d of Jefferson County Commissioners t k bk 'tl?? d ::E t ??'v 4 'law .. '44s qJ• i ? 1 ? 4 ? t M I ? V as t i i t N i t •?\ iy? i Jyg Ida , S 1 I t t f''N c I1 ? ? l a 1 ? I' r 1 ' y • 1 I ` ,t a .J t f ^ laV1' ? Y y »x7 a h ' 'u 1 ?? ` ? ? ,1 ,`. ?{ * j '. 2l' . 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Y ppaa JEFFERSON COUNTY 1987 ROAD CONSTRUCTION PROGRAM ` ENVIRONMENTAL ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1987 for review pursuant to the State Environmental Policy Act Guidelines published as Chapter- 197-11 of the Washington Administrative Code and adopted by Ordinance Number 7-84 in accordance with W.A.C. 197-11-904 by the Board of Jef- ferson County Commissioners; and as W.A.C. 197-11-926 specifically r requires that the lead agency for any proposal initiated by a govern- mental unit shall be the agency making the proposal; Then, pursuant to W.A.C. 197-11, Jefferson County declares that: The following projects associated with the Annual Con- 17- struction Program, 1987 are categorically exempt by the W.A.C. noted , and a threshold determination is not required: F' TITLE W.A.C. c Item No. 2: Oak Bay-Flagler Road 197-11-800(2)(c) Intersection k Item No. 4: Rhody Drive 197-11-800(3) - Item No. 5: Chimacum Road-Old 197-11-800(3) Hadlock Road Intersection Item No. 6: Miscellaneous Projects 197-11-800(3) r Additionally, Items Number 1, 3, 7, 8, and 9 are projects that have been carried over from previous Annual Construction Programs and the S.E.P.A. Guidelines have been met for each project. Each project has been individually reviewed by the Department of Public Works for its environmental significance as it relates to S.E.P.A. and its guidelines as published in W.A.C. 197-11. 4 , a. Gary A. Rowe, Director " Department of Public Works ?r Larry W. Dennison, Chairman i ?i Board of Jefferson County Commissioners u t xa.. Eirk ,?}F 9 ?eN 3 ry ?$ ? Y ?? ? " ?? ? 4 ?? ? ? y. ? ? 1B r 9S?i it t 5 Idkf r{? Nw B ? + r 1 " ? r t ,r '.•r' f y r 5 z .m E" EPS -6 4 W 1 5 2 0 ° .S Z. f ?`t K 1 UOKOQ Ooa W ? ? N D W \ N R - Qp 941 F V, Z $? 4 Q a W ?• Q 4 _ ?. nZ? _ - i p $ h h '? >o ZoW o 20 0ZX z w L\ Wy YI-W J4I 6 JY.? M ?" A( ti 1 4 Uu N l N a Q 3 x a y?Y W Wm m 3 4 Q R V1 o•U? J C4 C e HOC n. o?aa u F 2 Q Z Z aJUr n4 Q- UJQmN D O F cwax- O a 43zoF V O b O O (J (,) Z 7WaQ¢W VNFG m4 J ? t Q r? Q ¢? +k , Q Q °'1 ? a pC ? ? v r m a ? V O? 4i4pI "` t \ O y ' ? ? \ D ? 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Q H K U N V y au a Vi Q N 7 $3 LL o R ? m I o I C •J `` ? n u,o 9.- ? ? o O M ` c 7• l :,; NI . 1 V? W M ?a ? Y a 0 C4 4 1 ? C c4 Q D e ¢ C1 ?a Q _ OJQyN u?z VF ? ? O W G `_ O ? O ?A O \' O O o N 2 r ? O 2 32 p I V \9 ? I p a J K M \ n E ty M ? ? ,n M u V O ? ? I V h h I V V z 0 3 a a n v) a a_ N pw m ? ? j ? 0 ? ??Oe v r ?? 4 Z Z ? V G I? Q 4 ? ? i? ? ?h \ O a" F m ` ?, C •L .0 ? T 1 °? c e f h u W p Y - ?0 C N M 4? \? C` V Y t: t 1. ( ?\ 1- J D ? J k ! ? ? t { Y5? \ I ti 111 ?, 3 9 } i F ?rJ U? t:r $Q,J Iti' 1 a! 'C z JEFFER COUNTY v8 zs y` (DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street PO. Box 1220 Port Townsend, WA 98368 (206) 385-9160 Gary A. Ro", P.E., Director Robert G. Nesbitt, RE.. County Engineer April 7, 1988 Ernest Geissler, P.E. County Road Administration Board 206-10th St. S.E. Olympia, WA 98504 Re: Annual Construction Program Update Dear Hr. Geissler, Enclosed is a copy of Jefferson County updated Annual Construction Program for 1988. Additionally, enclosed are copies of resolution number 19-88, adding Rocky Brook Road Improvement to the program and Resolution number 38-88, up_. dating,the Annual Construction Program for 1988. If your have any questions, do not hesitate to contact me. Sincerely, Robert b tt..E, County Engineer 10096 Recycied Paper s•7 p? ?? try ?p?;,z I ate ?d?wP ; e ° ?' 'di yk?§ a i? r KAI 1I-0b?'a! n?i I i _ _ c _ _ V nrI t ?? 1 J TI f COUNTY OF JEFFERSON STATE OF WASHINGTON In the Matter of X Modifying the Annual X RESOLUTION N0.__?g_gg-- Construction Program X for 1988 X WHEREAS, R.C.W. 36.81.130 and W.R.C. 136-16-042 provides for the modification of the Annual Construction Program and in contemplation of the language of said statutes; NOW THEREFORE, IT IS HEREBY RESOLVED, that the Annual Construction Program for 1988 be modified as follows: ITEM NO. ROAD NAME / BRIDGE NO, HEASM FOR MODIFICATION 1 Upper Hoh Road Revised Funding & Estimate 5 Portage Canal Bridge Revised Funding & Estimate No.113E Approach Slabs 9 Bridge Guardrails Revised Funding & Estimate 11 Rocky Brook Rd. Imp. Added By Resolution No. 19-88 12 Fir Avenue Extension Added to the Program 13 Queets River Bridge' Added to the Program No. USW 14 Rhody Drive Overlay Added to the Program 15 Miscellaneous Projects Added to the Program IT IS FURTHER RESOLVED, that the Annual Construction Program for 1988 as modified by this resolution is hereby adopted In accordance with R.C.W. 36.131.130. i PASSED AND ADOPTED THIS DAY OFZ ----' 1988. BOARD OF JEFFERSON COUNTY COMMISSIONERS -- - --------------- B.G. Brown, Chairman Seals Larry Dennison, Member ATTESTo L ' _ _ -- ?'.------ a y orge C. B wn, Member egg .vx _ erdine Bragg? Clerk of the Board January 4, 1988 JEFFERI COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.0. Box 1220 Port Townsend, WA 98368 (206) 385-9160 Gary A. Rowe, RE, Director Robert G. Nesbitt, RE., County Engineer Ernest Geissler, P.E. County Road Administration Board 206 - 10th St. S.E. Olympia, WA 98504 Re: Annual Construction Program and Budget Dear Mr. Geissler: On the enclosed diskette is Jefferson County's Annual Construc- tion Program. If you have any questions, please feel free to call. Sincerely, Robert G. Nesbitt, P. E. County Engineer Encl. xc: PWA 02 PWA 04.50 DES 05.40.04 - 1988 0 10096 Recycled Paper Pp I L ?{q ;lYr??,jq 'n t I I a y?? ?r"rli4ig' w? V' r k ?,.N'.?r4 4 e * r *t t. T"i .4 ,... , , . , , MIN. S,s ?,f I r:°`t fi 11 J` ?J i ? 0 UP-L 8 . ? 0 .®. S ». S» M1 ;v A IL .k A q ` I t o I? G i -» »«« « « I ? r ?4=.. _ ? ? I= ? I m? f II ! .I .. - i ?? I I ?m « m ? » m ° I ° g ViUI i« « « ««« 1 ° ? m j w I ? j o ° » « m I' m I M. 9 1! _ N p ? ° ° m o ¢ m m ? o ° II . N « « « « « V I ?w 1? _ N i - . 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II t l N m ? i Y ? m :m 15 ¢ro?Aw JEFFERSON COUNTY 1988 ROAD CONSTRUCTION PROGRAM ENVIRONMENTAL ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1988 for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-11 of the Washington Administrative Code and adopted by Ordinance Number 7-84 in accordance with W.A.C. 197-11-904 by the Board of Jefferson County Commissioners; and as W.A.C. 197-11-926 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal; Then, pursuant to W.A.C. 197-11, Jefferson County declares that: The following projects associated with the Annual Construction Program, 1988, are categorically exempt by the W.A.C. noted, and a threshold determination is not required: TITLE W.A.C. Item No. 5: Portage Canal Bridge, 197-11-800(3) #18E, Approach Slabs Item No. 8: Safety Projects 197-11-800(3) Item No. 9: Bridge Approach Guardrails 197-11-800(3) The following projects associated with the Annual Construction Program, 1988, require environmental checklists and threshold determinations / lead agency status in accordance with SEPA guidelines. The environmental checklists and determinations of non-significance / lead agency status for each project are enclosed for your review. TITLE Item No. 4: Portage Canal Bridge, 018E, Replace Fenders Item No. 6: Owl Creek Bridge, #11W, Replacement Additionally, Items Number 1,2,3,7,10, and 11 are projects that have been carried over from previous Annual Construction Programs and the S.E.P.A. Guidelines have been met for each project. Each project has been individually reviewed by the Department of Public Works for its environmental significance, as it relates to the S.E.P.A. and its guidelines as published in W.A.C. 197-11. Ifobert G. Nesbitt, P.E. Lary D unison, Chairman - County Engineer Board of Jef erson County Commissioners r i ;7 v wl? 1 'i1;1 t f di'p' Ask ~ WASHINGTON STATE /??\?\ COUNTY ROAD ADMINISTRATION BOARD RURAL ARTERIAL PROGRAM ERN.FST GEISSL£R PE DIRECTOR x16 101H STREET SE., OLYMPIA, WA5HWGTON 98507 216-753.5989 RECEIVED JUN 18 1987 June 12, 1987 JEFFERSON ENGINEERS OFFICE TO: All County Engin rs/ ublic works Directors FROM: Ernie Geissler. SUBJECT: Revised Annual s ruction Program forms Enclosed for use in documenting your 1988 construction program to this office (as required by WAC 136-16) are copies of the 6/87 revision to the Annual Construction Program form (CRAB form $3). The revised form differs from the previous version as follows: The instructions for completing the form have been redone, expanded and printed on the back of the form for easy reference. The instructions should be carefull reviewed and used as they represent the most current interpretations and clarify how estimated expenditures are to be allocated - A block for computing your day labor limit versus day labor program has been added to the top of the form. This only needs to be completed for page 1 of a multi-page program. - A page/program totals block has been added to the bottom of the form, page totals are optional but we must have the program totals on the last page of a multi-page program. Be sure to include only those expenditures that will be incurred during the program year, not the total expenditures for multi- year projects. We are also requesting that you note which of the programmed projects are carry-overs from the previous years program. A carry-over is defined as any project for which funds for any phase (i.e., PE, ROW or Construction) has been budgeted in the previous calendar year. This notation can be done by either listing carryovers first with a distinquishing heading or by marking them with an asterisk in the margin adjacent to the Item No. (see included example). v 7 } 1 t y ? 7 t t5} r3, '? ?' l 11 ;r 1 i:, 'iPy v? q} • 5 P X42 {? '?,? L?yM 1 F h )t l t? 4 1 l A _ 4 I ? F y b 1. nn I i ? 4 I t 1 ! ? ? ' yp, .1 fi 7'd'-T p ? i - ?'.L? nri'} d27'. EV iGi?: .. n All county engineers/public works directors June 12, 1987 Page 2 We have included a filled-out example to illustrate how the new form should be used. The example includes multiple location projects combined into one (item 1), carry-over projects (items 4,5,6), RID-funded projects (item 5), multiple funded projects (item 6), PE and PE/ROW-only projects (items 8,9) and an allotment for miscellaneous, unspecified projects (item 10). Those counties using computer generated spreadsheets or data bases for this purpose should appropriately modify their programs or templates to reflect the new form. Please contact Reid Wheeler or Toni Shadley if you have any questions. EG:rcw `? ? rsk l trf?,+'`? t r ? ? yy'Y7 n' , F.}''0.lg 1 t r a ? 4 1 ? ,1Fa*+ 1GA ?' r r4 . ???! I '! I Y r 1 7 ? r l } 1? ? i I /1'A {4'a ? I f f ? • o E m N e a W ? v o O a E s .... o E r LL ci Z O S K O ? RNa 6 ? U C6 G V D QmQ 6 i < .... J O Q 6 t? fr ?'! f• 7 Q `?{ C W ?J ?u°r 4 O t ti H t K LL N S r 7 W O Sd W i i K Y1 4 ? tr(t O ~ U u?i ? 6 LL ? N v K A u° W z a ° o a oze 553SSV NOWANl r ° Y $SVl0 IoNn < \ a C K S W s i g s Y ?• ? i uo ? z LL w 0 0 a S? A 1'y >d ??i T ' ? ? •. 9ayyt}{ ? ?? ??1?Ry{?y, ,,aA,, ?.. n. .rjf}II.SIr. ..:- S3 t?lt 'f%3.i i,?A ? .Si??F am?? vY ;?f ?? : ?? Jif !J ? _ .. A` try. =, ? ?,6 ® i INSTRUCTIONS FOR USE OF ANNUAL CONSTRUCTION PROGRAM FORM (CRAB FORM 0 3) E2121 to CRAB Standard "Regarding Procedures for Preoaratio of the Annual Road Program" (MAC 136-161 in your Standards of food Practice Manual for further guidance, •'*' GENERAL DATA ••" ? ?1 ' AGENCY ACTION black - complete all Items as shown r?^ t is DAY LABOR COMPUTATION block - line (A) is the grand total of contract and day labor constru ction from columns (15) and (16). Line (B) is the computed day labor limit as per RCU 36.77.065; compute as follows i (use the larger of dollar limit or percent calculation): " Line A amount Limit % Limit of Line A over $4 million (S4 H) 5600,000 15% over 31.5 M to $4 M 5525,0110 20% over $500,000 to $1.5 M 5250,0110 35% less than $500,000 $250,000 ( or $35,000 per project ?. for entire program) a d w_' "" COLUMNAR DATA ( I) Item No.- Use consecutive numbers beginning with 1. A' ( 2) 6 Year Road Program Item Number - Use the Priority Number from column 1 on the most recent 6 year transportation Improvement program (DOT Form 140-049). No number is necessary for miscellaneous projects as permitted under VAC 136-16-025. ( 3) Road Lon No. - County road log number as per the current road log as maintained by each county. ( 4) 8 ( 5) Name and Location - Enter road name and project location as assigned by the county. ( 6) Length - Enter beginning and ending milepost for the project and the total length. The mileposting should use the county road log mileposting. ( 7) Functional Class - Use the following codes: RURAL URBAN 06 Minor Arterial 15 Principal Arterial 07 Major Collector (FAS) 16 Minor Arterial 08 Minor Collector 17 Collector Arterial 09 Local Access 19 Local Access ( 8) Type of Work - Use one or more of the codes from the top of the form. If more than one, show' major work items first. The code should reflect the nature of the anticipated final project. (9) Environmental Assessment - Use the following assessment codes (Reference: State Env ironmentel Policy Act); S - Significant; I - Insignificant; E - Exempt (10) Funding Source - County - Enter the total amount of county funds estimated for the project (use columns 11 and 12 for RID, developer contributions, and similar non-county funds). (11) Funding Source - Other Funds - Enter the total amount of other funds estimated for the project. If more than one "other" source (ex: RAP + FAS), show each "other" amount separately. (12) Funding Source - Other Funds Source - For each "other" source shown in Column 11, enter the abbreviation for the source type (ex: RAP, FAS, BROS, UAB, RID, PVT, etc.). (13) Estimated Expend I tureL Prollm, Engr. - Enter the estimated amount of preliminary eng inear I ng (BARS 541.11) for the project. (14) Estimated Fx he pr a - Right of Wov - Enter the estimated amount of right of way costa (BARS 541.20) for the project. (15) Fati ated E ortndlhre+ - Conatructlon - Contract - Enter the estimated amount of contract construction for the project. Include construction administration and engineering (BARS 541.12 and 511.90 ). (16) L&L, wed Expenditures - Const rues ion - Oev Lahor - Enter the estimated amount of day labor work for the project. Include construction administration and engineering (BARS 541.12 and 541.90). Mat a"als Incorporated Into a day labor project, even though created or supplied by separate contract (ex; crushing) are to be included In the day labor construction amount shown here. (17) F. at !mat ed Expenditures - Grand Total - Enter the total estlmted amount of the project, This must equal the sum of columns (13), (14), (15) and (16). This must also equal the sum of columns (10) and (11). Thla amount should also equal the total amount of construction (BARS 541.00) shown In the final annual road budget. 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N ° '? i } I ao r. .r - ac v I - co . - M W m co a, JEFFERSON COUNTY g- ]l 1982 ROAD CONSTRUCTION PROGRAM uu SEPA ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1982; for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-10 of the Washington Administrative Code and adopted by reference in accordance with W.A.C. 197-10-020 (1) by the Board of Jefferson County Commissioners; and as W.A.C. 197-10-205 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to the terms and conditions of W.A.C. 197-10-170 and W.A.C. 197-10-180, Jefferson County Department of Public Works hereby declares that: The following projects associated with the "Annual Construction Program, 1982", are not major actions and are specifically exempted from the threshold determination, E.I.S. and the SEPA guideline requirements. Title W.A.C. Code Exemption Item Number 7 - Beaver Valley- Chimacum 197-10-170 (lf) 8 - Upper Hoh Road 197-10-170 (17) 12 - Becket Point Road 197-10-170:.(lf) 15 - Quinault So. Shore Road 197-10-170 (lf) 18 - Emergency Construction 197-10-170 (180) Item Number 1 thru 6 - These projects have been carried over from previous construction programs and SEPA guidelines have been met for each. Item Number 10- Clearwater Road Intersection - This project•was included in the overall project Queets River Bridge and Approaches and SEPA guidelines have been met. (Final declaration of non-significance 12/7/81). Iten Number 9,11,13,14,16,17& 19 - These projects consist of clearing, grading, widening and surfacing an existing roadway and are exempt per W.A.C. Code 197-10-170 (If), as they fall inside the exempt construction parameters of (1f). Extra right of way may be required.because of usage right of way only and not the standard 60 feet. Each project has been individually reviewed for its environmental significance as relates to the State Environmental Policy Act of 1971, and its guidelines as published in the Washington Administrative Code Chapter 197-10; by the staff of the Jefferson County Pulbic Works Department and its director, Milton L. Sanstrom. RESPONSIBLE OFFICIAL Milton L. Sanstrom TITLE Director of Public Works DATE_ 1-11-041V SIGNA Nl f I L,,? fS, iw ^? d4?^ r t '7 ?" { ? YJ9? ti !1?y ra , i + i; J L r '? 1 I ; y 1 1. yy ? '<Y 1 t I I ? F , x x / !{ f r - 1 t I L y .^.O. W. 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O O rl O M O O O Ill m O M p N O IO O O ul N q' O M n M O w N' !0 H O O O O N O N O O O O . b c V V V V V V V V V V V V V N w w m w w w w w m m m m w m ro ro m ro m ro ro ro it m ro ro 3 w w S w 3 w w w w w w W Z m T O r 00 U C J W 14 O O 01 O 7 C ' T > •w W q O a u ..tl? c > o •° w° v . '? v LJ N m ?Or N .M O O m a o •.°r v E a, N G u p 4 Q IX q w u ro IO ?.l ro U M F .C U m a4 a .l r U u V IJ m Q F . b ro ll o >. N n 1 M H T O a % G v i 2 m yl L r p fL aJ m ¢ J l > m u a O N V O m t cu? y N O > b v H w 0 ` yl ma .1 A H O C 4 S C p7 U l7 OI S W (] H all "o o $ O O O O O O O O OtO ON OlO OlO nO N n N N u'1 N m M ,, c } ? o rv .a n u, n u, n rv N m n a In v o m o rv N M o n Ip n s s • y N N ? v 7 N M ..l m n m W m O W? ? N M a v, Iq n m a+ °?? M {I J?m ?? wu?fRdt?i ?,. JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE PORT TOWNSEND, WASHINGTON January 2, 1985 Mr. Ernest GeLssLer, P.E. County Road AdmLnLstratLon Board 6730 Martin Way N.E. OLympLa, WA 98504 Dear ErnLe: COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 TEL. (206)385.3505 BRIAN L. SHELTON. DIRECTOR The enclosed 1985 Annual ConstructLon Program, 1985 County Road Budget, and AdoptLng ResoLutLon are hereby submLtted Ln accordance wLth WAG 136.16.040. Please caLL me Lf you have any questLons. SLncerely, B ?L. Sh P.E. DLrector xc: FLLe P ?? as l am?srn pa{t s+T?>?re?vu' N TR""7P? ?r ? -•r 7 ?JC^?u ? Y I ; r I '? ? x? t ?'3a' I v mnTxp m n rawu k , a t- r T F a/ F k 1"r 4 I '.p ar?v ?f r I L I's?C' y p Jefferson County Department of Public Works I - I. Jefferson Count Department of Public Works COURTHOUSE PORT TOWNSEND. WASHINGTON 98368 JEFFERSON COUNTY COURTHOUSE TEL. (206)3853505 NATIONAL HISTORIC SITE PORT TOWNSEND. WASHINGTON BRIAN L SHELTON. DIRECTOR DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS STATE ENVIRONMENTAL POLICY ACT F DATE: December 10, 1984 DESCRIPTION OF PROPOSAL: The proposal is Item No. 7 of the 1985 Annuai Construction Program, the Old Had lock Road at its inter- section with the Chimacum Road, located in the NE 1/4 of the SW 1/4 of Section 11, T. 29N., R. 1 W., W. M. This proposal is to relocate the existing intersection of Old Hadlock Rd. and Chimacum Rd. southerly approximately 350 feet. PROPONENT: Jefferson. County Department of Public Works. NOTICE OF LEAD AGENCY: Jefferson County is the lead agency for this proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal would not have a probable signifi- cant adverse impact on the environment and an evrironmental im- pact statement is not required under RCN 43.21,C.030(2)(c). This decisison was made after review of completed evironmentdl check- lists and other information on file with the lead agency. COMMENT PERIOD: This determination is issued pursuant to WAC 197-11-340(2). Jefferson County will not act on the above des- cribed proposal for at least fifteen days from the date of this determination. Comments must be submitted to the Jefferson County Public Works Department, County Courthouse, Port Townsend, Wash- ington 98368, by DECEMBER 26, 1984. B. G. Brown, ha rman Jefferson County Board of Commmissioners I Jefferson County 8. G. Brown, airman -- Jefferson County Board of Commmissioners JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE PORT TOWNSEND. WASHINGTON E Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 TEL. (206)3853505 BRIAN L SHELTON. DIRECTOR DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS STATE ENVIRONMENTAL POLICY ACT DATE: December 10, 1984 DESCRIPTION OF PROPOSAL: The proposal is Item No. 8 of the 1985 Annual Construction Program, Leland Creek Bridge, Bridge No. 28E, located in the SW 1/4 of the NW1/4 of Sec. 12, T. 27 N., R. 2 W , W.M. The proposal is to replace the existing bridge with a new structure and approaches. PROPONENT: Jefferson County Department of Public Works. NOTICE OF LEAD AGENCY: Jefferson County is the lead agency for this proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal would not have a probable signifi- cant adverse impact on the environment and an evrironmental im- pact statement is not required under RCN .13.21C.030(2)(c). This decisison was made after review of completed evironmental check- lists and other information on file with the lead agency. COMMENT PERIOD: This determination is issued pursuant to WAC 197-11-340(2). Jefferson County will not act on the above des= cribed proposal for at least fifteen days from the date of this determination. Comments must be submitted to the Jefferson County Public Works Department, County Courthouse, Port Townsend, Wash- ington 98368, by DECEMBER 26, 1984. • N Eq' W•o;E : o ng' o Eo_ a v'lEw`.`, u, c otE UO¢Oa Of 2 2 >,a i U =O ULL ¢ LL_ia >O i2W wG UIZW m W } a C > 'W OC W ?m C7 ? tb w O J u? J p U_ O_ 9YLLa u z aJ UFNIai. M uul l¢-nma t u; u: 'i z U Z¢V 2 Q p ZJOLL f U aU6 W z paw y z w O pO Q +!pooz, 222E o -a-?¢ a aN?ao Fwu F UmOfQ S d6d O, 2 i a a m JmJi J¢aa ap¢¢ W11 J a CWQw a ¢ Jap? sari =iOJa IV n3u OJ o JJ 11"U ¢Jp0 J¢¢J y ¢6Q <J002- JJ W ¢Wwaa J WJiJJ moo ?i ¢¢ O auu UO¢O?W i ?ig ?? u SISa? ? CODOO zaR o M M n d. i > O D T p t W O F Gm J O O O O O O n n O N O N M V' N T' ¢ U G F) Z i e o o^ w o 0 0 0 o o O w N x u z O - a ¢o;? o 0 o In 0 0 0 0 0 0 0 1 - f N N ¢ W FQ•. ? J W u x O v) ti M .Na O U) M M ? 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N O U am p Id yW N 7 N ' OO U W F C b W w p N - 0. •p r V b O •.i 7W H M 4, H O' U Rn 7 O T 5 O rpl m w Q S H p`' O 01 00 '"'??- CO 0 h C, 0 .^. ^ R J f 1 0 O1 N O C n O 10 N V 111 l0 W jar I n ?? fJ M •t V 1/1 n [O O• O co 0?0 r lo Sp r2 l M v V1 10 t` w 0 O ry .""' ? :? - i ?', ,, ??• _ •r t fwnM ic?vie ?rv a?keaxM1euunnvviw sK ?' 1 r J ?'? J i.::' 1 .^- ! J; y ;.f ,? ?. ^Inxtuaere?>Mariu/ ke 4aantu?b}?? W???. .v?hwie?luaYw..Vt4ttatF.GUwCW.d ?_ptl smWmY.rta] r ,. ,?. ? iu?ir?;? y?f??,a"?` ? ??? `;?u ,',?E1'?' ? xw ;?W' 2'? y? "s?. .,,gip. :i % "t r#a mss ; r i. iv RGCQh*i EYD D ANNUAL ROAD, CO:dSTRUCTION PROGRAM -1974 Item St"to Contract No. Priority LoF Ho. Nane fist, Cost or Day Labor 1 Access 1168 Downs Creek Dridge p 110,000 Contract Access 21126 Black Point Bridge 30,000 Contract 3, 5 21126 Black Point Road 75,000 Contract 11 6 2500 Dosexallips Road 55,000 Contract 5 Access New Maple Creek Road 115,Orlo Contract 1 a 6 Access 11080 Hazel Point Road 25,000, Day Labor 7 1 3886 Oadner Grant Road 25,000 Day Labor 8 19 11187 L.B.S.T. Thorndyke Road 20,000 Dray Labor 9 2 5939 Bast Harrrndstone Road 25,000 Day Labor :., 10 7 51111 ?lest Chinacim Valley Road 53,820 Contract 11 County?+ido Traffic Control 15,000 Day Labor 12 County ?fide L.B.S.T. Inprovement li,(h)0 Day Labor 13 Access 11712 Paradise Streets 15,000 Day Labor 111 Varies Miscellaneous Construction 15,032 Contract Yi Day Labor Budget Total w523'A 852 Cx` Dcc . 3, 1973 ' V1 Kim' WAL ?_V JEFFERSON COUNTY COMMISSIONERS .•'.:* - - - 4 ' WALTER A.KELLY A. M. O'M EARA B. Q. BgOWN ' i r Jefferson County Department of Highways COURTHOUSE `r r 'WAN 4. Dosewallips River Road, in part, is to be realigned and widened replacing a substandard section of the existing road. This road provides access to a portion of the Olympic National Park. 5• Maple Creed Road in the South Hoh River area is planned to be an addi- tional road to provide county facilities to serve residental, recrea- tional and industrial requirements to this area. This is part three of a four part stage construction program that was inaugurated in 1965. Part four is planned to be a bridge across the Hoh River. 6. Hazel Point Road, on the Toandos Peninsu7a,_aq-IjEt ) is planned to be widened and surfaced in order to provide a safer access to the Hazel, Point area, 7. Gardner Grant Road, in pert, is planned to be widened and resurfaced thus upgrading the existing roadway to a higher standard. 8. Light Bituminous surface treatment of the Thorndyke Road is planned to be a surface treatment on a new facility that has been constructed to provide access to the Toandos Peninsula area. i ?1? PORT TOWNSEND, WASHINGTON 913368 ^y1 - i?r ]laL? Ij EDWIN A. BECKER. DIRECTOR. OF PUBLIC WORKS MDCCCXC NEWS RELEASE The £ollowing'14 construction projects, making up the 1974 annual road construc- tion program for the Jefferson County Highway Department, have been individually reviewed by the Jefferson County Commissioners together with the Director of the Department of Public Works and the following environmental assessment has been made. If implemented, this 14 project program will insignificantly affect the environment. Individual assessment may be viewed at the County Engineer's office at the Court- house, Port. Townsend. 1. Downs Creek Bridge on the South Bogachiel Road is planned to be a pre- stressed concrete bridge to replace an unstable log bridge. 2. Black Point Bridge on the Black Point Road is planned to be a cast in place concrete bridge to replace an existing substandard wooden bridge. 3• Black Point Road,in part,is to be realigned and widened to provide a safer access to the Pleasant Tides-Black Point areas. 'Aw t I , iP : 89M tl f ? '? f 1?` ? ?' I r ? ? ? r t 11, r 1 1 I f I ; J { t l ai ?r e f K?i??^? ?,nk a j{1 t l '1 I G I } 1 `` tl?y rl?l I? }r ' a 1 ? ? , ti: t 4 r ' r r 1MOI 7 `111 9• East Marrowstone Road, located on Marrowstone Island, is planned to a.. a be.widened and surfaced, in part, as apart of the overall goal to `• upgrade substandard roadways in Jefferson County. 1' S 10. `West Chimacum Valley Road is planned to be widened, resurfaced and fi' of - realigned both vertically and horizontally in order to provide a safer route for traffic using the existing facility. x y 11. Traffic Control countywide is planned to be a continuing effort to a Na ?j providea more efficient system of.pavement markings and. signing to ?f°• i_ -aid the traffic movements on Jefferson County roads. 12. County Wide Light Bituminous Surface Treatment isa part of the effort w to upgrade existing gravelled roads. 13. -ParadiseStreets'is a continuing program of upgrading the streets in .- this residential community by widening and surfacing existing sub- d :Y standard roadways. 14. Miscellaneous Construction is a part of the 1974 road construction £ program in order to provide for emergency construction that may ` become necessary during the year. Items in the construction program requiring the acquisition of new rights of Nx way. will also be considered to provide passage for cyclists, equestrians and pedestrians. Edwin A. Becker, Director 'f Department of Public Works 3 y ? ? sd y 4 '. +' ? 1 1 t rt f a e c ro n . n, K z l"? , -2- 1x' Milk- d? r: I 4 e Y'(' , f ya r li i; w GENERAL HIGHWAY MAP JEFFERSON COUNTY - WASHINGTON CLALLAM COUNTY PROJECT LIMITS 1 i „ ,: P 110 I x• P tx , Downs Creek Br idge ,r•' - - f,- -•-- - n rarcon¢rAaeenon-,warnewxn¢?n wruM Aowa•B er xrr..w u•a••.n• n ?. r~ M4 ,a•r.y +i.Siu.,,, ah ? I' L VW N t IV. Description of Project Stork: To construct a prestressed, reinforced. concrete bridge at the present bridge location. V. Shorelines Management Permit Required: Yes/ MW If yes, briefly describe involvement: This stream is located on the Shorelines Management Inventory. A construction permit will be " quired before construction is begun. 02 11 l + ? 4?1'? ?i?? ? i?a+su ors ;n .. +au?xuu ? sr , r ?n?a,e, r ,, ?? r:cu r a w ca?ac 1??`+ara°ugi'.?a? ?o?tru? r ?, ? rN: L' ? 7 'S r i , i ) 34 5 ? ' . i?3 ff Its r ?. ?. t3F5 xs ' J( ? . . 4p f". ,? f J ! y ??i ., ?u"A 3 ? 's gg Page 2 VI. Social, Economic and Environmental Effects; (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This will provide a more efficient and safer stream crossing for the increased traffic due to recreational and tree farming activities in the area. 2. Conservation and Preservation This construction will provide a more safe access for fire prevention and control in tree farm area. 3• Public Facilities and Services This construction will provide a sr?... more safe route for school busses and mail delivery to the,people . living up on this road. 4. Community Cohesion Not applicable t 5• Displacement of People. Businesses and Farms Not applicable 6. Air Noise and Water Pollution Water pollution will be made lesser by diverting water ' from roadway from direct entry to the stream. 7. Aesthetic and Other Values Not Applicable Page 3 VII: Assessment to Determine Signmfscant/Insignificant Environmental Effects; From a review of the foregoing data the project, if implemented, is determined to w?: /Insigr-ficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this fZ L% day of Alas 19 73 . Jefferson County Director of Public Works The foregoing environmental assessment for item No. 1 of the proposed 197+ Annual Road Program Downes Creek Bridge Construction (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this day of _ ?? k,?,f(ysJ , 19? Chairman j c 01 2 2, e ? 2k MbObEx 2are.??/ Member Attest; Constituting the Hoard ® 0,?Zovdnd E: ffxcio of County Commissioners Clard of Jefferson County, Washington. BY Deputy Auditor 'N "A I ? A? t Js?.?+ } A. uYh?pit r r r r? fR'6 1 ,-5? 1 } '1 t? , "II f?1 > :-tit _ 1 rF1?yy1r',a"y?(j -? r, 1 _ rr r? ,i r J I ? _ r ad. I a M 4SP ',gy // erl..seaJ? ALNnOO Nq- _ - i /.' „ o'r l01 - ? 0n n i •r.e ? i.'-,t f !{+? i ? yN„?a - 911„I-I (n 3a €§€ c F- w l uj e ,fi I I i O LL- U 0NN b0 cn w ` U. W s y a2PTsH 4UToxi X09Lff ' S .x - , yam: °' 1 G? t 1 1? I e •?? ?? ? I I VI \NI 0 1 1 1 b lu = p r ?2n F3.- 11 _ _ 1 ;? ar'I I I I ly! / 17-1 ; + I P 3N 3'nino I t I s.•.: -'LI 1 ti I.?I Ixx -- ?'?+ I I ?? Via, I _ w t , I .ot 1 1__ ! 4 [ f r`?An ? fl(?{?`ta a ?i JAl r a,Nnoo wrnnr io I F '. ,, _ VVV 'yl y C 3 ? 'i T43 ri77 F •j } dal .- .?- ?,f ¢ N / ', ?.? r t t 4, +?? I ? ti Cs ?r+ ?f t t , r f ??FV t,at ?'? >,? S`y;ir -? 10 4??i ? F + ? d 1 .t ?? a }I 1! [ I r _.' I U r ?. 11 c, ,r I typo ya r M'ho .'s? .uwrx ?w c I_a'fl?tL ?tVyLR0ii11•:'iM1L ASS3°S.TS1'i' IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 2 I. Road Name Blacimoint Road Log No. 2426 Est. ADT 5o From Tc Hood Canal M.P. 1.20 to M.P. Length 52' Road Classification Access Surface Type Gravel Geographical Location (Attach Segment Map) Adjacent to Hood Canal II. General Land Use Description: Recreational and residental III. Purpose of Project: To correct substandard bridge. IV. Description of Project Work: To construct reinforced concrete bridge V. Shorelines Management Permit Required: Yes/= If yes; briefly describe involvement: Shorelines Management Permit will be acquired for its use prior to the beginning of this construction. .17 Page 2 VI. Social, Economic and Environmental Effects; (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This construction will provide safer stream crossing for increased traffic anticipated due to additional development in the Blackpoint area. 2. Conservation and Preservation not applicable 3. Public Facilities and Services This construction will provide a safer access route for Law Enforcement Officials and fire fighting forces. 4. Community Cohesion Not applicable 5. Displacement of People, Businesses and Farms not applicable 6. Air Noise and Water Pollution lister from the roadway will be diverted from direct entry to the Canal. ® 7. Aesthetic and Other Values Not applicable 1 twM!# frc ? ? ?? 7e RU 9? Wh. Page 3 VII. Assessment to Determine Slgnxxlrant/lnsignificant Environmental Effects': From a review of the foregoing data the project, if implemented, is determined to -&a, ?/Insign_ficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this /J fh day of Ny?? 19 73 , /lcc? ? / ??n e< Jefferson County Director of Public Works The foregoing environmental assessment for item No. 2 of the proposed 1974 Annual Road Program Blackpoint Bride Construction (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this day of s ?.Q, Chairman Members A 1111b Z Constituting Attest: the Board Commissioners County, Washington. By Deputy Auditor W'Ml WIN, ?s? J er CoUn y d1 ran x-off' o of County. Clork Bonrd of Jefferson ',, 3 ?" ua r _ q ' { l irir.L „?VIRO:B..'4Yi:?L ASS3° :0'!1'' IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 3 I. Road Name Blackpoint Road Log No. 2426 Est. ADT 208 From Highway 101 To Pleasant Tides Road M.P. 0.00 to M.P. 1.12 Length 1.12 miles Road Classification Collector Surface Type Light Bituminous Geographical Location (Attach Segment Map) Adjacent to Hood Canal !, g Y II. General Land Use Description: F; Residential i III. Purpose of Project: Corrects thoroughly substandard horizontal and vertical alignment .by constructing and a new roadway. feali?nrn9 IV. Description of Project Work: To regrade and surface a new highway roughly parallel to the one that now exists. In many cases, the location will be as it is now. V. Shorelines Management Permit Required: At=/No. If yes, briefly describe ; involvement: ? t d V u ? y k r 1 N . frA1 ?a??? - . E' ?' •_, a -PEI Page 2 r VI. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth b This project will provide more efficient and. safer road for increased traffic due to development of recreational areas and residental development in the area. 2. Conservation and Preservation Not Applicable 3. Public Facilities and Services To provide safer access route for development in the area. 4. Community Cohesion Is Not applicable 1 5. Displacement of People, Businesses and Farms ;, rs Not applicable 6. Air Noise and Water Pollution Not applicable r 7. Aesthetic and Other Values TMf.M1Vm?'cdeilrtel t*i M1h 54Mr?iUi?itiTrrYN.NNiY ,? n Page 3 VII. Assessment to Determine StIPM=M=t/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to G4g*6f!Qa4t4*/Insign<ficant]y affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of NO y 19 -7 3 Jefferson County Director of Public Works The foregoing environmental assessment for item No. 3 of the proposed 1974 Annual Road Program, Blackpoint Grading (Project) has been reviewed by this Board of County Com=issioners and is hereby approved and adopted. Signed this L9? day of f?lArlris?!N?/ Cbairman c M e MM-tub-eV Attest: Constituting the Board aunty or a Ex-0 icio of County Commissioners Clark a Board of Jefferson County, Washington. By Deputy Auditor J 541 i b t / • Jam. k lam ? i . - rcN / s•aJ/ A1N000 NOSVW `?.r •.;r o If- ,oi I I , a .alb ? ??y?f?rtl U -?a? I? "c i ;,.a I I 'l i?'d I= O z azo° I?,I o ?wr' li' _.. / a•zma ? ------- I I ? I I ? "'? W? ? I?u' ° LLJ ---- 1 . geO)j SdT-EZamaSO(I "...iris -ON d?=_ I .oi I ?I - --I --- ---I --i 5 + ?- d -- ` ?t V I NI ?' S .L I W 1_1 103f'ONd T nanint) f1t .p ` I I - I d n f. -1 IJ J\ i°A I I + y :n -4 Rcµ ik»b..? c I pt ;c. I :I.oti IM }? v t i `. f::• t.' I 3 ra "I. T? r, 7``13 I I ir f4 ' I ' I I I ;1 ¢ ?tE dF? ?i• (.. : r ?1,1I ??. ??. ArNno° wviiri° - I"''I ? rl t'r 3? t i s ,?,yet?! r •--.__ ? t .i j tf1 lIh• I IinN?? j ?` d f?' r I , M 1•' IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 4 I. Road Name Docewallips Log No. 2500 Est. ADT 115 From Rockey Brook Vicinity To West M.P. 3.29 to M.P. 4.00 Length 0.71 Road Classification Collector-Arterial Surface Type low-type Bituminous Geographical Location (Attach Segment Map) Paralleling Docewallips River II. General Land Use Description: Recreational and Logging Traffi c '.. III. Purpose of Project: r,- real ,?? To widen and-xegline both horizontal and vertical features of the road. IV. Description of Project Work: Regrading, draining and surfacing. V. Shorelines Management rermit Required: YA'9yNo. If yes , briefly describe v . involvement: a: t? 12? +I f .1 I 14. !r? t t ? ?, 1 ' ??z {1 J-??l % I t. 2. Conservation and Preservation 4, re This construction will provide for a safer access providing -}r prevention and control in this forest area. 3. Public Facilities and Services This construction will provide for a safer movement of recreational traffic. 4. Community Cohesion Not applicable 5. Displacement of -4?eople. Businesses and Farms Not applicable 6. Air Noise and Water Pollution Not applicable 7. Aesthetic and Other Values Not applicable } Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects; From a review of the foregoing data the project, if implemented, is determined to aagpna?./Insign_ficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of ??<< 19-7.3 . Jefferson County Director of Public Works The foregoing environmental assessment for item No. 4 of the proposed 1974 Annual Road Program Docewallips Road (Project) has been reviewed by this Board of County Couunissioners and is hereby approved and adopted. Signed this g day of /11,4L- 19 Chairman Mew e 1 `r G cs i/ ember Attest: Constituting the Board nt t r and Ec- of County Commissioners Cler the Board of Jefferson County, Washington. IIY Deputy Auditor ?. f _ 7w „ '? 1 ` 1 ,fx 1 '7 ri nT 4. r1 fa, i f ; '? ? ?> 3 ?? i i ? L ?'csu... _. py ' `. S & w'RS;P Y dk ?,?^s d`?A` , ? - ' GENERAL HIGHWAY MAP JEFFERSON COUNTY WASHINGTON CLALLAM COUNTY r _ xT 101 0"'+` ?> ,/ a o? uF i ...T ?. se ,a ?,PN°^ 41 II a• E„ • u ti ? 1'x..1 ,• ? P kit L PROJECT r r LIMITS 4 ? 6 ! : N IOIw 1 ? I 1??' r+ C.r, • i - re No. 5 1 Maple Creek Bond ?' ,• °: - •I - rEC•?.i. i l J r t nun ?? n roarca.rc rvroncnon-rrnerw •Mr•IC•Nwruu '> .. ?1j', a? 6a 'L0 1! i t I ? 1 I ".' ',1 V'. - 1 i'f + ire.. 'J 4 ?? r r ?k µ ? %.r:?"'=rlfri+ ?•:?.y9ar'?wh_ .????;avnxc ^s? ^.e?,m:?. ...,. , .?7. _ ^,rw _.. l:6'101AL ASS S!T..?_;, IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 5 I. Road Name Maple Creek Road Log No. New Est. ADT From Hoh River To Maple Creek M.P. to M.P. Length 0.30 miles Road Classification Access Surface Type Geographical Location (Attach Segment Map) - Lying south of the Hoh River and running parrallel to it between Hch River and Maple Creek crossing. This location is in the vicinity of the }[ulesdonk Bridge Location-since removed. II. General Land Use Description: Recreational Type, Residential and Tree Farming and Logging. III. Purpose of Project: To provide County access to recreational areas not now accessible by county road. IV. Description of Project Work: This is a part of r• stage construction project designed to facilitate access to recreational areas. The part of the project yet remaining is the construction of this portion of roadway together with the construction of a bridge across the Hoh River. V. Shorelines Management Permit Required: Yes/11= If yes, briefly describe involvement: This construction parallels the Iloh River which is on the Shorelines Management Inventory. A construction permit will be acquired before construction is begun. Page 2 VI. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth It is anticipated that the South Hoh River area will increase in recreational activities. This project will provide for safer traffic facilities. 2. Conservation and Preservation This construction will provide for safer access &. provide for fire prevention in this recreational area. 3• Public Facilities and Services As this community grows, the services Of school buses and mail delivery will be able to be furnished. 4. Community Cohesion This long range construction program will provide to tie together north Hoh and south Hoh areas. 5. Displacement of People. Businesses and Farms not applicable 6. Air tloise and 'dater Pollution not applicable 0 7. Aesthetic and Other Values not applicable TT I is u Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to axgnifiaank3ac/Insign_ficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this ItI47A day of NO ?. 19 7 3 . Jefferson County Director of Public Works The foregoing environmental assessment for item No. 5 of the proposed 1974 Annual Road Program, Maple Creek Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this /% day of /?27, ""4&14, 19 ;PS / n X Chairman Mellber ? 'w Member Attest: Constituting the Board ® of County Commissioners oun a or and Es- f%cio of Jefferson County, Clcr f e Board Washington. By Deputy Auditor III. Purpose of Project: To provide a safer roadway for the highway users, IV. Description of Project Work: To widen, regrade, surface existing roadway. V. Shorelines Management Permit Required: Yet&/No. If yes, briefly describe involvement: ' S ? s-; . ft , q A. Page 2 V1. Social, Economic and Environmental Effects; (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This improvement will provide for heavier traffic densities caused by local community growth. 2. Conservation and Preservation Not applicable 3. Public Facilities and Services This improvement will provide for safer passage of school buses and mail traffic. _ 4. Community Cohesion Not applicable 5. Displacement of People. Businesses and Farms Not applicable 6. Air Noise and Water Pollution Not applicable 7. Aesthetic and Other Values Not applicable Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to s;29nvD1xx=b4/Insign_f:icantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this /q day of (?/c?/, 19 Z3 Jefferson County Director of Public Works The foregoing environmental assessment for item No. 6 of the proposed 1974 Annual Road Program Hazelpoint Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this day of , 19 AZ ( 'Xi Chairman Member ember Attest: Constituting the Board ® ounty d' or and E::-o icio of County Commissioners Cler f e Board of Jefferson County, Washington. By Deputy Auditor RsW MY I t ? L /{ ? 5 ?l. GENERAL HIGHWAY MAP JEFFERSON. COUNTY WASHINGTON P r T a,'lt?cer DI , `lop Eo0 .a 'Y O I I I ot?• m j PROJECT LIMITS m I o.?o? .Ea E> •._ __ ?a ar?tl9 F ?pl COYERY ?11 Ea'rmounlJ , I. I I? DAYI •7 ?••• ? I ? Q t \? a I c. I ?A w...m.n ?? .!= ?111yA?111 No, q Gardner Grant Road L-_' rr L •E. Rr i. SnEi. ? ?,, S RiE P PN •? PORT ?.` TOWNSEND \•` 4 a?5 _A?N ?? I s o ? _ ac 4 n. o y I ?? V E I .y IROHDA?.E V E x ??MNDRDLAIq I C rlni HA DLOCA 11.4 84Y a, p r: 7 RfCRIMACUM • 1 Ulfi MRIS IRY 'I"rP? tL[L Ir? DR.rr liMr Rlc.r LATER 0 '? '., °? "•:ii / EI i roRT,Y ?_ Iw11i,j u nisi. ! '. :1:c`iii`-rF2.D"c/!. • r: • t -??? I I p ', RI [ -? t, r., .?> r P Y?tr'I e .gyp' zm ? ._ 1 I i 1,; r r ?,•1 ( ti ?l? A I 1_;IY'I".L .::`J'.[ROiI:^.3I•:'i.\L A5S?3SSS.CsP;S' IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL 'ROAD PROGRAM ITEM NO. -7 1. Road Name Gardiner Grant Road Log No. g886 Est. ADT 181 From Old Gardiner Store To Boat Ramp Area M.P. 1.49 to M.P. 2.14 Length 0.65 miles Road Classification Collector-Arterial Surface Type Light Bituminous Geographical Location (Attach Segment Map) Adjacent to Discovery Bay. II. General Land Use Description: Residental and Salt Water Recreational III. Purpose of Project: To replace narrow, unsafe roadway IV. Description of Project Work: w,Ae1 To regrade,and resurface existing roadway. V. Shorelines Management Permit Required: Yes/Nox If yes, briefly describe involvement: Thin project is adjacent to Discovery Bay. A construction permit will be acquired before construction is begun. 4 rp ? K?/ ? % ? ? • .? t F °? 4Y 4 ?? Y t4fhYV?L r ; f ? ?,'"? ti ? .a 1,Y 1, n' - i }`t ??? r v* ? War! n 'fs lex f?. „? T 'Al , qi Page 2 VI. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This project will provide for community and recreational rowth g . 2. Conservation and Preservation Not applicable 3• Public Facilities and Services 2 ` This improvement will provide for a safer school buses and mail traffic. passage for ?+`.. 4. Community Cohesion Not applicable 5• Displacement of People. Businesses and Farms Not applicable 6. Air Noise and lister Pollution Not applicable 7. Aesthetic and Other Values Not applicable kip 4, 1 I ? 1 /? ? 2 1 y 1 ? A7 ?4 ow" '. ?k ?1AA.o.n ' Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to s aaatlyc/Insign_ficant ly affect the envirommnet. Alk The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of Z/OV 19 73 _S Jefferson Clounty Dxrector of Public Works The foregoing environmental assessment for item No. 7 of the proposed 1974 Annual Road Program Gardiner Grant Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved, and adopted. Signed this day of / 19-,7,7. Chaarman Member ??yR_ ember Attest: Constituting the Board ® unt itor d of County Commissioners Cle the Board of Jefferson County, By Washington. Deputy Auditor Jn M: 1 r f M+Ak y 9 ? ? r? F I<fI'sI%.L :''•1VIROi;i•%>i"i'. L ASSi3ti£>,.CiTPi IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1-974 ANNUAL ROAD PROGRAM ITEM NO. g I. Road Name Thorndyke Road , Log No. 41_ $7 Est. ADT 176 From Trails End Plat To Seahome Plat M.P. 3.19 to M.P. 9.15 Length 5.9_ miles Road Classification Collector-Arterial Surface Type Gravel Geographical Locat.on (Attach Segment Map) Paralleling Hood Canal in the Thorndyke Bay area. s II. General Land Use Description: Recreational, residential and tree farming, III. 'Purpose of Project: To upgrade the Thorndyke Road IV. Description of Project Work: To place light bituminous surface op of existing roadway grade. reatment on t V. Shorelines Management Permit Required: yes/no. If yes, briefly describe involvement: AIL ? .l 1 . ? d L Yi at d AI k t l `M, ? ?? p P.f if 7i d4 ? "FOR", T ? ? T ?e ? .rip n, l4iflra ? ? '? r p? Y r ',- d •i?d w?:?°+FSE? .. n m ??' :?M ?. yr Y1 +1? 1 J r n ..?? ,•M&A ? e n... .,.,M 4w.MM,.c? -l_. '. Page 2 VI. Social, Economic and Environmental Effects: (Brief statement regarding. those elements considered to be applicable). ?4<s 1. Regional and Community Growth It is expected that future development of Toandos Peninsula will increase the traffic on this section of road. 2. Conservation and Preservation More adequate fire protection will be available because of this improvement. 3• Public Facilities and Services K - A safer passage for residential and industrial traffic will be afforded. If 4. Community Cohesion Not applicable 5• Displacement of People. Businesses and Farms Not applicable 6. Air Noise and Water Pollution Not applicable 7. Aesthetic and Other Values Not applicable k i? s + l ?) t Jr {?, r t wr r r b ?d O"`'a1 i4 z ne.;si .nit ? r J 'MPS i d r4 Page 3 VII. Assessment to Determine Significant/insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to Znx i-cn,a2y/Insign_f.icantly affect the envirommnet. Aft The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of M? 19 ? 3 ?",', l ?- efferson County Director of Public Works 4 The foregoing environmental assessment for item No. 8 of the proposed 1974 Annual Road Program, Thorndyke Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this day of Chairman /Ii M - -'her Attest: Constituting the Board xcio of County Commisnioners o or knd E ;CI-6 un 16 Cler f ie Board of Jefferson County, Washington. By Deputy Auditor rl? fM I { 'j t w / t 1 1 I y 1yh1,? 1 \L ' 1 3 ` J ??' ' I 'wl Fy .i * t: , ?` -.) ?J?({X?ryrr h4 f? - r.?x?rr.r. .. Ins., r r ?1`F;A . r ?? v •?m 1.'SA?y ? ?,,' -r. tl ?Q ?) • d t h az r ? I. • 1 _ I GENERAL HIGHWAY MAP JEFFERSON COUNTY WASHINGTON FIO-TfOl R.. } PORT ` cD I `lay TOWNSEND> -li ` •r y 1 _ I, A A j to i _ II ' I N s O a - £ ' rz L PROJECT A LIMITS ? Lor iG@' N ( I.., ? _ --?_55Ef AES? ? NOAOIAIq 101'''.. C. °° r 4? IAONUA rE I ?. , ? Le,nea ? - I i . m I N•DLOLA v i i ? of t l a .oma.;t:' , a 2 I t OAK BAY.. .7 6 C` I r a.L111M•LUM -? 1 \ i? I' y?II ( I 1 !9 ~?ol tout lr lrr?`?' ? .s?V'l`Yl?.. I ? I ? -? ' I I^f . JYoerl p, i J --?- e?a g ? w-I e c .n e.r 0 R. fl +? ! Ina •., `J., ??? ccnrcn 1. ,cr S. 43 I I; 1 "'I ( 9' 9 eon, th); j ??? y Enat Mnrrowatono Road t, ?S 'dl f'J` ) @` 21. ? bnN wM'.- it Jtd n,",#, as •' y m ip I t ? ?I?,t1-1 fh I ? I l ? li _ I r {-? 1r ? , r 1 1 f' d'h:' f b,t 'ja .Cdy 'a '41PA?9 P ,rs.:. 1 99 ?} ?a Yll IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 9 40 1. Road Name East Marrowstone Road Log No. 5939 Est. ADT 125 From Baldwin Road To Meade Road M.P. 1.48 to M.P. 2.86 Length 1.38 miles Road Classification Collector-Arterial Surface Type Light Bituminous Geographical Location (Attach Segment biap) East side of Marrowstone Island, running north and south. II. General Land Use Description: Residential and farming III. Purpose of Project: To replace narrow substandard roadway IV. Description of Project Work: To regrade and resurface existing roadway V. Shorelines Management Permit Required: Yes/No. If yes; briefly describe involvement: 0 1V , J . y ? A s? ? Cj X k ? fs v ?, 1 , o t - Page 2 VI. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This project is in line with the routine community growth . 2. Conservation and Preservation Not applicable k 3. Public Facilities and Services .. This construction will provide a safe route for school busses and mail delivery. • 4. Community Cohesion Not Applicable 5• Displacement of People, Businesses and Farms Not Applicable r ? 6. Air Noise and Water Pollution } c Not Applicable b? ,4 7• Aesthetic and Other Values it •a ., Not Applicable ?? 4. r Page 3 VII. Assessment to Determine Significant/Insign:ficant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to x,.i ly/Insignzficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. / Signed this /? 6 day of A10 V. 19 ? 3 . Jefferson County Director of Public Works The foregoing environmental assessment for item No. 9 of the proposed 1974 Annual Road Program East Marrowstone Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this ?g day of J"'Ze LA/ > 19 T 1 Chairman Me?r/ I ember Attest: r , Constituting the Board unty r and Ex- f:Lcio of County Commissioners Cler a Board of Jefferson County, Washington. By Deputy Auditor r ti r 11 Ok 3?r% 8 dkt; k »,d6A91 x Vim. i "r, R rt ? per'[ } ', '..sai? .W?lYeiF1 :?Am? T ?'':n''J.LY?? _ .41?:em.??62HR£• `°?1 GENERAL HIGHWAY MAP JEFFERSON^nCOUNTY 4 I.W Xr - x.X ?•?•, ".Din r 4 f' 'TOWNSEND PORT ° \ -•? w °. c• > ^? a I ? - ? ? o A • i / III j T F X c ?(xw R - LEI- T ' e°ro,ne. as R' `?- ( N ... _ • ci? r '?1xevaarw ? 101 (' n A\./ Iq ONDA'-E r 'r O Earner F I -t , r < •la• IA BLOCK ? i to 3 Irml• , s woos n ((I OAK : k , DI!Cn.ej. BAY. .1 ti_3 ri :.{^• IIIMAEDM r , ( i uayn "J?, o.( E -I'---?-? I --- PROJECT N C f DI covE IY ? + I °Ylr. • ?`? L I M I T S 5 , I BAY + ,y ?rea ?"•?. ? ee ? - o iii: E (u e L - I'i Aw's sar . • ayldl ^\•. NOttx p • u r \ p C kG" ECIITEH 43, No 10 . Went Cldmacum Valley Road , ay. ? „ , I N y 1 i Ja ?K ? I ` T • r j S I? , ? } } Y ?? ' 1 rl I r r I , 1 1 ` ,b? {prpgr Of l:il'PU'.L ;:'vIR0i;G8;'?'i.1L ASSd;? i arnJy. IN ACCORDANCE WITH WAC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRA14 ITEM No. 10 I. Road Name West Chimacum Valley Rd Log No. 5141 Est. ADT 745 From _ Old County Shop Site To Southward one Mile M.P. 0.00 to M.P. 1.00 Length 1.00 Road Classification Collector-Arterial Surface Type Light bituminous Geographical Location (Attach Segment Map) West Chimacum Valley II. General Land Use Description: Farming and residential III. Purpose of Project: To provide a safer roadway for all highway users in this area. IV. Description of Project Work: V, To realign, widen, resurface existing roadway, V. Shorelines Management Permit Required: Yw/No. If yes, briefly describe involvement: . :a J?Y Mr ut nn J ,e n ,. ? ? r ? k, ? ? Yvl W? 7 F ? } _4 l' ' 1 1 5 J J ???:: 1? ail t I •?,J 1. J J ? `I X ,• Page 2 i VI. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This improvement will provide for heavier traffic densities caused by normal community growth. 2. Conservation and Preservation Not applicable 3• Public Facilities and Services This improvement will provide for zafer passage of school buses, mail traffic and local traffic. 4. Community Cohesion Not applicable 5. Displacement of People, Businesses and Farms Not applicable 6. Air Noise and Water Pollution Not applicable ® 7. Aesthetic and Other Values Not applicable r ?? ^? W N ! 1 Y ?9 R'Y I Cf rvN +^'?^*^??f VNUf?n1F } '?. et ?? ? [ i ? f; a s -'? a ? f S'' : ylf? t? a fnr { wYr ? f r '` l5l???f?fl . t;, i f s p p VM It , 1 ? L.] Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented, is determined to srgnxneantly/Insign.ficantly affect the envirommnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this J- day of .11, iV, 19Z.1 . Jefferson County Director of Public Works 11 The foregoing environmental assessment for item No. 10 of the proposed 1974 Annual Road Program West Chimacum Valley Road (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this / q day of 19?. -C ?1.? e?? Q2 ?e-e-QeePP Chairman ?. Mem e Mem er Attest: g?? - Constituting the Board o ty i • an ::-o F: o of County Commissioners Clerk f t Board of Jefferson County, Washington. DY Deputy Auditor ' ?,? ?l r v < Y7lC, `???' ? ; r•C? ?- v ,: 13? PIiM ? t u1?? ?"f'r??'? $° r? I I l rf JI 1 'r? _ , Y.,? 1 L I r a ? •: .??, -fir INITIAL ENVIRONMENTAL ASSESSMENT • , IN ACCORDANCE WITH WAC 136-16 p Jefferson County, Washington. 4 1974 ANNUAL ROAD PROGRAM ITEM NO. > 11 ' 1. This, is a County Wide Project on all road classifications i 2. Purpose of Project: To inform and control traffic movements on County r .. Roads by providing pavenment markings and traffic f> - control signs. 3• Shorelines Management Permit Required: No <?yr 4. Assessment to Determine Significant/Insignificant Environmental Effects: From 'a review of .the foregoing data the project, if implemented, is =r•a determined to xugnifizaxtU/insignificantly affect the environment. _ The foregoing environmental assessment is recommended by the Director t of Public Works for approval and adoption by. the Board of Jefferson - z County Commissioners. _ r ./? '/ Signed this _ /Gfi1 day of N6c/ , 19 7 3. •: re? 7 Jefferson County Director of Public Works The foregoing environmental assessment for item No. 11 of the proposed 1974 Annual Road Program Traffic Control (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. r Signed this day of eel,, 1g j _ Chairman `' - Attest: ?? ?-< ? etoc t .^ q ?f ou y A i an Ex-off' 'lo Member Clerk o Board Constituting the Board of E County Comminnionera of {t Jefferson County, Washington 7i E?i ? r { ?pu .,v t ur or ' v i u moo, m^ qtr 5 y?,r , r J ' pa nA wh ? , ? ? . _ t'i 1 F ! J j Y,tl .„e„1; ?_ ,Jr 14 INITIAL ENVIRONMENTAL ASSESSMENT IN ACCORDANCE. WITH WAC. 136-16 Jefferson County, Washington •' l97. ANNUAL ROAD PROGRAM ITEM NO. 12 1. This is a County Wide Project to upgrade gravel roads to light bituminous treated surface.on all Road Classifications County Wide. 'lr 2. Purpose of Project: To provide for a safer roadway for highway users. 3. Description of Work; To apply bituminous surface treatment to existing gravel roads. 4. Shorelines Management Permit Required: No 5. Assessment to Determine Significant/Insifnificant Environmental Effects: From a review of-the-foregoing data the project, if implemented, is ar determined to insignificantly affect the environment. f The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of //0 L/. 19 -73 Jefferson County Director of Public Works u o The foregoing environmental assesment for item no. 12 of the proposed 1974 Annual Road Program LBST Improvement (Project) has been reviewed by this Board of County Commissioners and is hereby approved and adopted. Signed this ^19 day of 19 7.3 Chairman t Member s Attests /iC?/.c4UK/ f ounty rand Ex-of Cio rd Member } Clerk t Boar Constituting the Board of y County Commissioners of S,}ir t'Y By Jefferson County, Washington i pl,a rr Deputy Auditor !St?'.t?d ? "v ?,;_ ?`? ltll'i'IAL ' Fv-.A20i'.';i:'t L ASSxt5S:LT21T IN ACCORDANCE WITH 14AC 136-16 JEFFERSON COUNTY, WASHINGTON 1974 ANNUAL ROAD PROGRAM ITEM NO. 13 1. Road Name Paradise Streets Log No. 4712 &47.18Est. ADT 0 Minus Hemlock Street To Alder Street M.P. -0- to M.P. -0- Length 0.64 Miles Road Classification Local Access Surface Type Gravel Geographical Location (Attach Segment Map) Within the Plat of Paradise View Estates II. General Land Use Description: Residential III. Purpose of Project: To provide for safer and more convenient traffic movement for local residents. IV. Description of Project Work: To widen and resurface existing streets. V. Shorelines Management Permit Required: YewlNo. If yes, briefly describe involvement: M Page 2 V2. Social, Economic and Environmental Effects: (Brief statement regarding those elements considered to be applicable). 1. Regional and Community Growth This improvement will provide for orderly community growth. 2. Conservation and Preservation Not applicable 3• Public Facilities and Services Not applicable 4. Community Cohesion More direct traffic movements will be possible because of this improvement. 5. Displacement of People, Businesses and Farms Not applicable 6. Air Noise and Water Pollution Not applicable 7. Aesthetic and Other Values Not applicable ,m h w X117 ?Y i 1 I ? _ /1 11 1 t ? ? 111J,. 1 r r h 1 1 `t 1 a ;r ? 1 f CC .. a IYIx. n J .. iA w 8 y 4Yh, h w 114 lir Page 3 VII. Assessment to Determine Significant/Insignificant Environmental Effects: From a review of the foregoing data the project, if implemented; is determined to sxg=:ftzKntI4Insign4ficant]y affect the enviroimnet. The foregoing environmental assessment is recommended by the Director of Public Works for approval and adoption by the Board of Jefferson County Commissioners. Signed this day of 19 7 3 , L ` A, Jefferson County Director of Public Works The foregoing environmental assessment for item No. 73of the proposed 1974 Annual Road Program Paradise Streets (Project) has been reviewed by this Board of Comity Commissioners and is hereby approved and adopted. Signed this day of z/D LA , 19 'I 3 Chairman t G,r ? r it P y: . , - M, e Member oaf Constituting the Board Att t es : 0 y A an Es-o 1 of County Commissioners of Jefferson County, Clark Board Washington. By. Deputy Auditor ?,. ° ; r ?e' ! ?•''?sfo[t ? rair45_ i-7 .. itltrlt., .:?I:d .,,y, ..S :rS"°??.v?.'4 a . • .,?•? r 3 f u p INITIAL ENVIRONMENTAL ASSESSMENT IN ACCORDANCE WITH WAC 136-16 Jefferson County, Washington ' 1974 ANNUAL ROAD PROGRAM ITEM NO. 14 1. Miscellaneous Construction: This item provides for overruns on existing road program, also this item provides for emergency construction necessary during this coming year,. 1974. Individual assessments ; will be made as new construction is mandatory. r /dy l r 4 7 3 CIA,- % x 4, L Q «Lc rdOG/cs fi b c"q? f pt J ! I I; i a ly 1X1^'11 -1 y4` .r-1 r{ 1;it xy 1 al fY I .ul s 1 P ?p { try `J it J?L'i? s -. ?' r dt;r, l?i?t,p Wit`"q`.:i....i? "w,'t r- 7M `,"i4Ftie5 b?rY] ..? la,?Y':;i r1 " !?N+A13 I r ? rl 1i? r 'n f ?? SIL ?sl . Fell, }L s? a Affid i o6 av t Publication STATE OF WASHINGTON) _ .. COUNTY OF JEFFERSON) FFF FRANK W. GARRED being sworn, says h r o the publisher of the Fort Townsend Leade a F "' , weekly newspaper which Las been established published in the English language and circulated continuously as a weekly newspaper I. the town of Port Tovmsend, in said County and State, and of general clrculation la said county for more than six (9) months prier to the date of the first y publication of the Notice hereto attached and that NOTICEOF , d the said Port Townsend Leader was oa the 27tit day of June, 1941, approved as a legal newspaper i PUBLIC HEARING Nouee.'. ereb "Or that 9 l by the Superior Court of said Jefferson County, and that the annexed is a true copy of the Public hemin wlilYbe neld hour or, 1o:00 a.m., the Monday, Oscamber 2; 1974, 1n . COm- NotJice_o£ public hearing --_ -pe -- - . misalanero': ChamDara, Jefleroon-. :County . Courthouse, Port _ i1 TOwneand I,.Weehinpton,;,-roper- dln9 the Jellemon Counl slz- Y Year. d; cola proprem; and the annual roatl -- - .conefructlon'. proom m' for 1975. - 9oaro of Cam miss loners. Jfittenon County- W el?ec an k°°Y• - as It appeared in the regular and entire Issue of said paper itself and not in a Supplement thereof ,. A M. ro coca 8 Brown for a period Of-Z--consecutive weeks be. ' Bean J-T eple C , ginning on the 2?,__day of Noyembg ounty Atlltor,ann Ex?olllelo Clerk of the Board .: 19_.7/4., and ending on the PA --day of Novembe_ 19 2(y_ and that Seld newe- paper was rogulnily distributed to Its aubscrllwra It ng all of this Rerod. That the tuft amount - of $_$.gg..___.. has bcea paid In foil at the , rate of 84.20. a hvndrod words for the first inser. tion and $3 15 h - : a undred words for each subse. quent Insertion. / - ° - Subscribed and sworn to 1lafore me this __7B__ 1?e day of__HQX=bor , 19.2L. , ',"6. , .) 1n' ?dk Noyry Publle In and for the State a! Washingten. nodding at Port To , * l 'y' t es u - P ?Q? ..' afC ,1? !? h w- '. ,r te . q?? - _y.1A T:n ry J NOTICE OF_PUBLIC HEARING NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD AT THE HOUR OF 10:OOA.M., MON- DAY, /p E-G-E-M-B_E-R_ Z, 3-9-7-4-, IN THE COMMISSIONERS CHAMBERS, JEFFERSON COUNTY COURTHOUSE, PORT TOWNSEND, WASHINGTON, REGARDING THE JEFFER- SON COUNTY SIX YEAR ROAD PROGRAM, AND THE ANNUAL ROAD CONSTRUCTION PROGRAM FOR 1975. BOARD OF COMMISSIONERS JEFFERSON COUNTY SEAL; s Waltel_A _K911 Chairman L a L__ A,,,M_O! Mea ra-,_____--_ ATTEST; /s1 BettyT_T Mple Member - County Auditor and Ex-officio Clerk s g_G gro?nn- l?u `` of the Board Member 77 J i { i' h , 9 r, { f { 1'1j z . , oa ,duu,, 61uo alp gpgml lO w,r aamllouON COUNTY' u^P°911 oN9Tnag I N` ' bli i ff d f T O AM cat on A i avit o Pu r'nbapa ]o) uola9lwmo, 'asodo1d ai170+j9 Eroed con- (i O .. .. 9pa .. - nerd e10.. anu makln0'up the aado?d ,. r9 - d STATE OF WASHINGT N)., COITNTY OF JEFFERSON) E - l . roo con- . >(a1H GGailaun ? IPlnwd onll Jet 1101ncy,1weyt gapers- ??- n I dl ld FRANK W. GARBED being swore, saYS be is a the Publisher of the fort Townsend leader - :.y n v uelly .(moue ail ;Ord of Jefferson , weekly newspaper which has been established l t d d i l q aq1 agjy01j1 put 74'^emlogathsr u auo Nl'tbe Capsn- ?' rcu e anguage an c a published in the English continuously as a weekly newspaper in the town t d - orks and the' s wdmwo0aJ uai4eitats now been watu'aa. of b Ja , ] e, an of Port Townsend, in said County and Sta of general circulation In said county for more te of the first to th i th i d th 6) g rv, tg 6uSi anti8 toOlsen Grou ed' w ' an s x ( mon s pr or e a and that ublicati n of the Notice hereto attached ., t p u woleaj c aqy .atm?1* %ed aea , p o the said Port Townsend Leader was on the 27th _ , ??oulPO to 9a7Ba1 11avRm ?ewlMad. i p l day of June, 1941, approved as a legal newspaper by the Superior Court of ,aid Jefferson County, - no pull lout•atl> toe. en-' o Isoa atp ?a atmtd lv,ld ual " and that the annexed Is a true copy of the ,ollotlau g3uaJ3 'aagl')Iloe mt Ore M - road construction 976 1 H- jeaaeas GP tsend. . _.- - - - 's •pue10411uminoue,: ?nlnl IO , yea;la. trial lualpan of the --? O S_a1f1 1i us f1taeaq paplptaxaldaionzinpina:. Zn he .. by ?. w 'a aql aM pl ------- `-------- n '?lta q 0 m9 . d 9,laod 'id Traffic ®11 1 u jot . le an of 4 tl anfllo as it appeared In the regular and entire Issue of Bald paper Itself and not i¢ a supplement thereof '. tttly- ?a lralfla 1110 u] - County for a period of-- 1 .consecutive weeks, be- . . - ' Ja.%at a wq 041n effort y° a Pu u{ u0pdo us 7etp"no the . .. glnnlag on the-_22.-day of__Janllara!_- , t r,.. , s1.. lowing $ julwam uol9joap t Eal>tuae more 19..._7.6 and ending on the_._22---- ---day of : q1 ulOJa0uo01 91tawoo uu8eeopenjigJusafaty -Jd.I1112a1L?-, 19_Z6, and that said news- 7 >r d - p Mo u ad at at a, U Or p1 nom act plu9 a qdo fun paper was regularly distributed to Its subscribers during all of this period. That the full amount 4 Zv ya CJR9 (not '.. 1M: 1011;a0a 9,P-'y In e9 ua10d uaelrony - uo of s.30,42. _ has been paid In full, at the yfi?k l ,?. - - Q is)4PfnoM •, u JOj POXIB asaJdf the rate of $4.20 a hundred words for the first Inner- tion and $3.15 a hundred words for each subse- +, - 0a auJOy0 d pvq J01101 t yon• ai al1QM loioui noM e end quent Insertion. 1 I[ ? r . g PI s plug . !L ill n.,q Japun,: 'IOAu BajUV. 9 qur W Subscribed and sworn to before me thin-22- f' .. . nop 7oa Uon 1 +; CiD1?P oql bin of ugo .ui 11 iow day of Jaclusry , 1a2. J f .Jatlol10"opt_ ll 10 ? r - '• pi -.., , s y9l a io Notaryry Pablle In and tae the state of zesWlaQ at Port Townsend Wsahington ll p oy17o 11ROaJ 9 9a ?, ' n , , glgm t . lu" 0% pine J0114 Pill ay inq'W°a y lo g g qV lJ0d., lot 1 imjurtuaOU00I I pnawJ oq1 iv 9nata 9aM q v d x , ,J.w,1 w. 1 11 X, ill NOTICE OF PUBLIC HARING NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD AT THE HOUR OF 10:00 A.'M., MONDAY, JULY 7, 1975, IN THE COMMISSIONERS CHAMBERS, JEFFERSON COUNTY COURTHOUSE, FORT TOWNSEND, WASHINGTON, REGARDING THE JEFFERSON COUNTY SIX YEAR ROAD PROGRAM, AND THE ANNUAL ROAD CONSTRUCTION PROGRAM FOR 19r . 1 BOARD. OF JEFFERSON COUNTY COMMISSIONERS C G. Brown Chairman Zs/ A. M. O'Meara Member /s/ Carroll Mercer Member SEAL ATTEST: /s/ Betty J. Temple' County Auditor and Ex-officio Clerk of the Board 6 ?? r ICI 1 .? ',?, 7 2? ? ? y{' r 7 ' l 11 Y ?- / i t 11 ,( ?? M? e. 1 . . 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'7 7 H F C C O be Pa N H N F F N M H F O O M H C N H 7 6 0. 0. 0. ry 0. u O q I o d O H O y W q U 4 q M ] .- q 7 P to V U V u ! P• P P F . a w - U - x U .-1 a } T ° 1/1 .O N H T O nN ('1 n N N H N O O ? n 0 - u 2 w N 1. 7 O n N V M N o 1'1 H 3 pl ? ? ? V ? .O - N _ H H H H O w ik H N t•1 d V 1 . O n c0 tT O ^ 1 H; H 11 ?„/ H 1 I I N 5 y .. r - W 1 woxmm 1 nl 's „era • C•; k0 i wi ? •: t> •J lOt9 i... le . E E E v _ Xt ? u • i Os G< ? c • Z-mc Z ? Z 1 c?+ .! a V y b X22 . L V?.=oi p iiOZ E P W t 3 ° e 31 oJori °o O-?- L ._ X74 E 1 .?.w O .n o ui o .n vi !n o ? '' N H H N N N N I t O ^O O N 1• vl O vl O vl :/1 h 1/1 tT O ?Y O N H r1 N N N N N Y1 ? O - _ N W I N n V 4 - T l l H H ? H 1 . 1? a l--.o. X X X X X I X X X X I - Vo2?+a r I X. I I l......... u] H I H H H H I H H H H HI I O 3 W H j X X X jj X j X j X X I I I 1 '/ _ u-.a?? d d d d d d 6I d d rn I I ( I I r>ZU.- I G O O I O O O CI oi I I ? I ? ? O H O O O I ul l 1- 1 0 6 ? O H IO O O ? ?N ? I . m ?! ya u a z v 1 OF = u N -0 H b w H _ o < ? ? m v i ? o v o , F c c • c H ? F 7 .ui ? F a a. ? ? 7. a a v u C U 10 L)i N u a u .F uu o 7 M w w V V Cpp 1 U H V w O O . N O GO v w u x G O 0 H V W N N U r p w H F V <> u o0 O H H U Z d F N O N 7 U N V + I F o: w U ° u a CL. N w x u > u N u w F u u 7 v N d H ro q F w W N ' 0 O - W N • !tl I + 7 oo H 1 N y H R7 U .-1 ? ? f u 074 N n Op • ? O r?1 ? 3- _ N N , 1 "' N .p N a !•'1 I >: ? ? Ik N C1 d •n .G n O rn O v I i I 'd ? CI 1 N N N N N N t1 I ? 1 ! ? , ??r ? :. , r a ?tfJ??? ? r ?•? 4 ?, ? t ? f :can La'y` ?.iY ?1 ?? {. ? ? ? 1)` I ? ?1 , .? ( JC , ? ry?? ({ „, 6J^ ; S ? , ? ?. . t t w ,`. ' ! . i ? ?I ? .?I. .l?i j? L: y, . ? ? ? I ?- } e. ? ,.T ? ? F I ^ }? / ?"t , 41 ? , t? ?} ? ?ti ? ? r ? ? i -°rz i `;' (' <F 3 r d "? ,>.: ? `L ? ? I '? ? i cr 1? i yh f_ . k- ? ,,x, ?. y'. ? i i ?I ? II 1 ?7 g r? _ . yd. Os March 22, 1988 JEFFER N COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385-9160 GaryA. Rowe, RE., Director Robert G. Nesbitt, RE, County Engineer Mr. Ernest Geisler, P.E. County Road Administrations Board 206 10th Street, S.E. Olympia, WA 98504 Re: Annual Construction Report For 1987 Dear Ernie, Contained on the enclosed diskette, in accordance with W.A.C. 136-16-050, is Jefferson County's Annual Construction Report. If you have any questions, do not hesitate to contact me. Sincerely, Robert G. Nesbitt, P. E. County Engineer 100% Recycled Paper 47-7 -T-0 ski" a p" , y e n 4 ?'- _t t S rl 1? f S ,I ? 7 V I 5 , ` ? - 1V i lY;y . _ Ali i '?' A45'tlt411°/ ? r 1 ',?'Cl ? ?kltt" ..uvx, ? i yF?? ? ? . ? - ?: _ & ? ,?: ptFa L?: -'?+. ; 7 ,? .?; ? t ?- t'. ? ? J? ? !ri i `? ?? o ' as ??. d ? ° ,?'?- ? a ? ? k .{ , . E:? y = ? ? ? ? ? , "fit ,' i'.w. I i ??? e f / a? _ ?, ? T? t rr .. ?? ?rt k a, ?, f ? ' ?; i t '?. ? fi . ? ? ?. a ? ?", ? x, ? wi ? 4 ?. c ,l 11 Ii I.. ?. 1?. ' i. a. . /y. ! I } 1 - 1 . ,,; .,. ?"..? K ? -?? " v a a r? ® ® -?- ® ® ® ® 0 ®i ® ® ! ® ® i ® a a I w } W a a . ¢ Q ¢ - - - - - - - - - - - - - -- -- - - - - m ? 63 P3 z- 1 r m ` d 21 fd M 1 ,5 ? r v, i -2 ;r A N "A W :2 t ? I - w r ? w 1 F C a: x V. !a ? w 9 9 x 1 5 s a a r uk 9 , . ^ .? . • .. w ? ? : r. ^ ^g.'. .wr n S'. n .`. .w . .. n n n n .°. ? 2 v ? ® ? = : . ? ? : ® ? ® ® ® ? % WASHINGTON STATE "COUNTY ROAD ADMINISTRATION BOARD RURAL ARTERIAL PROGRAM ERNEST GEISSLER. P.E., DIRECTOR '7 206 10TH STREET S.E.. OLYMPIA. WASHINGTON 98504 206.753.5989 February 24, 1988 RECEIVED MEMO TO: All County Engine s FEB 2 6 1°88 FROM: Ernest Geissl JEFFERSON COUNTY RE: Construction a ort for 1987 ENGINEERS OFFICE Attached for your use in reporting your 1987 construction expenditures, as required by WAC 136-16-050 is a copy of Form $5 (last revised in 1987). If you have any questions about the use of the form please note that there are detailed instructions printed on the back. If these do not make sense to you please feel free to call the CRAB office with questions. The form must be returned to the CRAB office no later than April lst. If you have this information on the spreadsheet or other computerized data base, you may send in a computer generated report that approximates the enclosed form. An exact format match is not necessary but we do need the information so that we can compare the performance with your proposed program for 1987. EG/sa Encl: <cnstrept.87> r ' ?? S 2:_ 'i ! ?pM 4 Y?9 I T ,, 1p 'j h ? y , r A?r 1 %' G (I, J1 1T ?? t ? ??r 7 i V ! ! ! e1 I 1l.1. ?1 4.. 1 r I I 1 ??aA'1 ?''a=?,.?){.;4 ('?t9??? ., '9.?„ ,,.a???HA.°1?3L"WifR.7Ex u147.?lfBCW„ 1A???. ? ?y?? J m V C I a R 41 ro m A o? m a sa a s u_ Ea Gxar?. 0 3 O T a 0 ?.+V 9 a YN1? W Wm W M r o h ? u °mLLa f 7 i J UFV?LL . C K ? g ? 1 '1 aaQ W 4 UNF>m. WMW F O 3 K ay ?gLL U?U7 > ? ? K O q e c nor ?' ? 2 =9a n g r u?mr-d ? ? ddJ a T 1 r Ai O. a LN cc z r U D Z a Z a u n+ ni ?? u r ?, ? a ,?,?*WN&WIlq INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Prooram Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Loa # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. (. 4) Road Name. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. (.6) Const. Lencrth - Show actual length constructed in miles. (bridges may be shown in feet). ( 7)E?enditures/Enaineerina & ROW - Total of actual expend- shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures/Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award ro'ectS include WSDOT payments to contractor. ( 9) Expenditur1 Pay labor construction - Total of actual ex penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 Plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA FA ro - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Proiect Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. 1 A _ t 1' i- 04.n ?., f ? „ r .ti 4 N L J IV I O N L i L m M 4- A Y m b o 101 a e 0 p v a 023 ?E+.e Q 1 I H O d W 9x y 0 rml u^ ? Y z? u O Z .7 0 u Y ? JM H OuIUJ J JOJ..N IQ u QaLLN^?; R all F?R uui?>m? drUll-? qrt- iI- W n o Z 0. y p b?jl-°, u O W o??so Ran ,¢? b rt u M Um04d F day ci P i c O 4- ro o C N N O IA d c O. r C ro ? C r U O O p a 4p T Q) J M N O L L A O u oaf E?E 3 c u o O a) C p L ro U 0 a/ U U T O L ? C Y J - ^a Y 4 L b d O Q L ? T L a1 a L O W i EvE n. c Y m d r v W T b n. EEm i i Q OI C U 3 N Q i LL l W U d N C N 0 0 C ? m O M t fl Uf O M Cl . ^ M O < m O O ri N O a N O1IA lO m Oi O M I? N 0 NCl bC O1M .?•1 MN NO M 'chNOONU)O NM ?N CD .-+d'OCD OCD rnN n d' co V n N .. I? co 00 O M N b Ol a N M CO 0 0 O m 00 O - O O I O O O O O O O O Ow N .-? N M M N M I? N ? N m 1? .-. N `tt - M N OW O ^ OVOO 0 1? N 00 ^000000 01 ^ et .Mi M n d' O M Ul < N ^ M M Om mm ..WO U') 0^ Ili Oi a'MOOIAN N CD CD tO O0OO 00 O N M l0 N R M ~ C tD 1 .-+ IO w - r+ O O O O m O .••? I? m O N CD -r t to W to N _ Ul OM OU9N Ol lnlz? (?N MMOCt •-?.. ill •" O ^-I O O 0 L0 O O O O .-X 0 0 0 .•+ 0 CD CD V ^ O O O U O V U U > l n ° C; C? (m LLma C7 n. mm mn. m I^V mm mm mQ ¢ ?m y u 6 W L v -d Y u C o u C w N Y J H N ? Y N C N O O O OWO r - N L v a) (D Y a) Y V a u ~ C O • d , > Hr ro O Q L O Y = Y a1 O (1) m 01 N N 4J >> N Y u N C al \ U al M Y • C V L •0 •r V L ro a8 c O Y_= O h L x •0 C N L d L C O C L, m C m O Jy L >> C ? q ro N b C O. 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N t+1 m O m h Om O? 00 1001 Cl ON OO OOOtON C) O co C? rn N N r-I N M M M N h N .M-I ? ^ .-l M M h N Om O O?r OON O N c, C:D 000 c'7 n M-l M h at .--I . O M ti N ly M Om N m m cow N l0 O?10 n 7MO CLa M in OO X000000 M to m ti m to h l0 O l0 ti c' 00 O al 010pp OtO NC) tO lpminN N p OU)N Ol In ct( hN MM Oct r-I r-I LL) ? z O .-l0 O CDw OO OOO .-1OCDC) r-100~0 ? m^p ?••? ^ m U' ? O ^ OU OU U U O yu U' Q W LL m CS m.. mm? m U mm mm mQ m ?40 -Q ^ Q U Q m y • U O • N i J ? 1.1 y C F¢- T Y r C L O ~ 0 .. - co N L y y y+l > Y L d U yOC y Q t L Y Y= Y Ol Ol '. T N N N U D: U y\ y ?? i ??'O L y 00 C 'O Y•O3 O o 3 'O L L C O K L A m ' ' O O d y .. ` ? T d 0 O co ? O L « ? LL T ° K y Y y > T ^ Yy'?^L O yrQ O N Yy ? Q ^ (U y r ) > > y i U> N Y Itl a "o rp w Z -Y O) b C L b p •" Y >1 U7 L?C N L t O Q 6 \3 U 00 CO Or- y Ip s U C? O U Q 3 L L N > D > x In '- >1 >) 0 0 ?p yip y Ip O L O 10 Y Y ii E C y >1 y Y L O 'O >> y Ip u L =,c 9 am co y U y L C Y L [ C i0 • U N' m y y t Gl W .C v?^ p 6 ?= L .c g O O t T S $ vl V J mC mO'L) O OOU_3O_W U N 01 CO Ln h l!) Ot WO co m m h V' h m .y?l0 h M `n o v i ? v he-?NN In M O It) co m In lr) ul Io In 10 0 0000000 OOCOOGOOO L O L L p to 0 Ul In U) !n •lh V .+N •-? N M rH m G1 m 0) n-I 'n w b Ol b N r h r tl' ct Ul ct 000 @ V rnN0110 M.•-I Nln l0 h l0 9 t0> > M 01010)titilD V ON 011n 1p 10 NU'r•l N V W loinm ??Inmm?? _ p K? NM M ct to tphmm O) mmm?NmmmN A 6 Y r INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM #5) (1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Lod # = Should read the same as column 2 on annual program. ( 3) C.R.P. No. -"show county road project number assigned to that particular project. ( 4) Road Name. - Same as column .3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( G) Cons_ t. Length - show actual length constructed in miles (bridges may be shown in feet). ( 7) Ex enditures En ineerin "& ROW - Total of actual expend- engin show itures n in your accounting records for preliminary eering (BARS 541.11) and right-of-way (BARS 541.20 a11) (8) Expenditures/Contract construction- Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 54For State Ad & Award ro'ects include WSDOT payments to contractor. ( 9) Expenditures/Day labor construction Total ex- penditures for construction by day labor incl dingt related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10)TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA_$/FA prgg For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) kroiect Status Deg 3 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. n sa m - ^'+ 4? fj ?? t S ?i?f!!iy5 a, Ut bz"'Ad ti J Y S a ? o0 •? 7 ? Y Y ? u h A Y ? A ?i H s=39 E all GXrH i ~ o OC. 1 o? u^ ? a $A z? 0- 2 Z o u a" t ?o t ° u `d<? yapQ.L$ rt ?o2Y(aW uwraea d4df-'? =ay W Qaa f ~ N uw??J s ;.co?dJ uoe?< 0 401 d S h ? Y eo i o ? a f ZO W C h ? a W ? 1 ? 0 r , (r ?' h Itl .6 n 8 M a ? hl. \] C h ? M j ? 1 m ?q ? a 4 a o `?, l d. ? w 0 ? O a N ? 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INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) --_____ Item ( 1) Annual Program _# - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Loa # _ Should read the same as . program column 2 on annual ( 3) C.R.P. No, _ show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form, same as on annual program. ( 6) Const. 7en_th - Show actual length constructed in miles (bridges may be shown in feet). ( 7) fgenditures/Enaineerina & R0W minar- itures shown in your accounting rTotal ecordsf for preliminary engineering (BARS 541.11) and right-of-wa preliminary y (BARS 541.20 all) (.8) Ex enditures/Contract constrn r• pendrtures - To of ex- r construction by contractt incl dingturelated construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award 13rojects include WSDOT a ents to contractor. ( 9) Ex enditures Da labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). .(10) TOTAL - Total of columns (7), (g) and (9). This should represent your total expenditures under BARS 541 lus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA $F $/____ FA_pro - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid secondary program). (12) Proiect Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting Year. (13) Remarks and cOmmri reasons fo-rte s - Use this column to report significant project delays; note carryovers from previous Years and carryovers to succeeding year. ?Grot?a?^µ?,r,?.'?? }*?c'?+?aanlasevY?a , w. ?a?. 7? r ^^°•°r".y?,e,?,w?,?y ;, ?,_ t 1. y? 1 Y?"1S ???? E+'p?1 Z "?7?jF"cc`p! Ip5?4?? ? r? ?"??? ???? a 6 ,:JNg a 9w. n4,? ?? V?utid?4S4 .?. .?;?f sN,?n J_ >? m p? F INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Log # - Should read the same as column 2 on annual program. (3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const.dg Length - Show actual length constructed in miles (bries may be shown in feet). ( 7)Expenditures/Engineering I. ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures/Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor. ( 9) Expenditures/Day labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10)-TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 Plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA Prog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. y'+'wq :. ,' rkYa7i.iY?, ?1 r,ln, WN de 4dJ t q)l E ??' i asdr?tn J z?M4 ?XS??bva k d F 1 O a to z O U ? a F ? Z? O o }U i- Z m O U J ....._ C{ e tiq:,+A - it ' t4'? Ofl W { zt l 1 ? ? ? Kti 'ITO INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Loa # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Cpnst. Length - Show actual length constructed in miles (bridges may be shown in feet). (7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures /Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor ( 9) Expenditures /pay labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 13lus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA grog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. Y?J y ? a ? Y 6t J d1r ? ?`t ; ?r r, Y. 1 S? ,"?, d m ?I •?p a wad ?+w-i ; I ^ °k!??{ { C tLl 1 re 1; F1? A .V ro a 0 +i m o a 0 v o 4 v a F dx O. a W c Z. O V o H ?. a AA Z? U Z _ O u J T ¢1 O? F 7 5 i? Aw ?,? ??F :,SAY ?, ? ?Vd ?: •;"gym. .. ?d??'M f. i INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Loa # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code Use code as shown on form; same as on annual program. (.6) Const. Length - Show actual length. constructed in miles (bridges may be shown in feet). ( 7) Expenditure S E-igineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) (8) Expenditures/Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & .,Award projects include -WSDOT payments to contractor. ( 9) Expenditures Dav labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA proa - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. ' al n -.2 u,... ZEN ? na IW (N ?, t, MEW w,. 1i p 'er u o ? q W y N a uu'3v a r E v° d R G>t i ri - 0 I Ix Q: a W pC z O U ce H z Q U z m O U J m H INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Proaram Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succdeding annual program numbers. ( 2) Road Loa # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const. Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures /Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor. (9) Expenditures/Day labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10).TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA pros - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec.31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. t? i 4 A m „? 27 q ? +i m a a m v a o? Vv F E v` GXSr o H d'• a Z. o r V y? a z ? U ? V =Z ?-y s W W0 t . ? JyN hl OY4? t m2aN 11? O GGII I u UNhumv < ulr Ui J-:. UNW h K u xOa w ? <u ? c p°y?' a a o 0 Td ?yW c ? Op I<p ? j q?FQU f hu mhdg d.cJ d o ' W ?m } L x ixr tt4R? Xzl'y'htitik?l her r? INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual program It._ # _ Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Log # - Should read the same as column 2 on annual program. ( 3) c.R_ P?No. _ Show county road project number assigned to that particular project. ( 4) Road Name.. Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const. Length _ Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Enaineer;nQ & nnw itures shown in your accounting recordsf for preliminary mpend- engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures/Contract construction penditures for construction b - Total u actual to construction engineering y contract including related administration (BARS 541090 . F 541.12) and construction include WSDOT' a ents to contractortate Ad & Award projects ( 9) Ex enditures Da labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and 9 , represent your total expenditures under BARS 541 lslus oany expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) PAN S/A grog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Proiect Status Dec 31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. da xry??fll(i?KJK'e?"1 "''1 J'FYid AtxrMruq;i ' mh ^;..9'- N m'"=t6 ?,; iv,ed7 u.rt4i f;Q.. "'.? '^C"'L"'7'?',?!F1l?*? I ?. } rn,M 1 i kn 60 ncar;ras?nnmxc. ,9cnmau?rsan ,,?Hi„ u??.ya, car?_ , ienu, ;?,t:.? ?., ., . ^p, rwmr,{r??', ?' ?'> ? ` _i i .? ?? i WI .. - . ddti? J? 1aM,, naafi INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Loa # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. (5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) 8) Expenditures/Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering. (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor. ( 9) Expenditures/Day labor construction - Total of actual ex- pen di ares for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 Plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA grog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used .(ex. FAS for Federal Aid Secondary program). (12) Project Status Dec.3 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. 1 "'Y Iµ M31 "? .. .. w1a 1 ?q s¢ 0' ty n A V ro v o ++ m ? a 0 o m , v t-- a a' w oc Z O V rte- ? ,A ZA V o z D O U 5 4 ',; r r I t ?_ ,? }qy 1 ad O ?„ war i°° R p INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. (.2) Road Log.,, - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const. Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures/Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12). and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor. ( 9) Expenditures /Day labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10).TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA grog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec.31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. ?'?!`'.4.?i '' fulae• •r '?-1 rye r "'J6 1,r, N' t a'^ AWL, d -? 4 ?? R *1'dW k °W 54+?E?TXG,? .;?uyN ^Ral, M9 t ???,J 917Vr" 6 •q m ro a u m a a v o $t u a d 0 ?° t t.. 06 O. 4' W lz O 3 V F ti X -z IS 6 V O Z ? I V. L ?l Jtl FI zzn uEQQ?(( ? QQ UF12 yrYLL=QC ? O7?KaKW K } YNFa mLL ? drny+- ONW a' a ? 2pLLQQ i ' n0 u ? ?'??52u n nOll Wrj .. iZia 0 `o o •Ymm?d g ? o P Jo w r i.(oV p a } O] •. vraatt ra rr„arw ri ? .r?tavix ?,n n r. ^? - ^cap!mun,rvrmaFarrr?tin;iN?r?W+ra?t?bvdWG ? n r,,.,v ,. e•1 iYd W6ZI.1??. _? ??sut [=ni?? ? r ?M ?tl.W tT.IY. rtre?ll'?• aN mn INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Log # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) const Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures/contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award ro'ects include WSDOT a ents to contractor. (.9) Ex enditures Da labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 Plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA FA Proct - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. PAS for Federal Aid Secondary program). (12) Protect Status Dec.3 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. Rim, t? 4, '"' Ix 0. o. LU a z O ; up 4 Z O ` u J m o? F ?i L v vx tl MIT x { s 5 gm';"v tMl'.? ;• v _ ?? v t v '"?' is ? , . ?s a 6 aira?"v" h ww 6.' INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM # 5) ( 1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Log # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const. Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BARS 541.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures /Contract construction - Total of actual ex- penditures for construction by contract including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects. include WSDOT payments to contractor. ( 9) Expenditures /Day labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. (11) FA S/FA grog - For each project using FA funds from FHWA thru WSDOT, include the amount of FA funds and the program used (ex. FAS for Federal Aid Secondary program). (12) Project Status Dec.31 - Use provided codes to indicate the status of each project as of December 31 of reporting year. (13) Remarks and comments - Use this column to report significant reasons for project delays; note carryovers from previous years and carryovers to succeeding year. ?9?LA4' 'C 5 "7 Y:u? M :u A11f?rh . ' i7` a .t , ??{ Y " ? "f„ 1)' l 'f { f 1 i1 ' t.. { , r p + ( f1}y?l??E^'V?II u? ti: ? a "` ?i ' Ilk ' C ??tt b1n1 nd 1 J S ? 9? A ? ? A V m a a N 0 o N v a U f- 0: IL W a Z' O' U ? QW6 T y a oa v z 0 U K a r. i c 6 J } j: 1 ;y V944' 4 a? ' 9' l 9 ?y INSTRUCTIONS FOR USE OF COUNTY CONSTRUCTION REPORT (CRAB FORM $ 5) 7 (1) Annual Program Item # - Must correspond with item number used on related annual program. For projects not shown on annual program, use item numbers succeeding annual program numbers. ( 2) Road Log # - Should read the same as column 2 on annual program. ( 3) C.R.P. No. - Show county road project number assigned to that particular project. ( 4) Road Name.. - Same as column 3 on annual program. ( 5) Work Code - Use code as shown on form; same as on annual program. ( 6) Const. Length - Show actual length constructed in miles (bridges may be shown in feet). ( 7) Expenditures/Engineering & ROW - Total of actual expend- itures shown in your accounting records for preliminary engineering (BATS Sf'.11) and right-of-way (BARS 541.20 all) ( 8) Expenditures /Contract construction - Total of actual ex- penditures for construction by contract including related ' construction engineering (BARS 541.12) and construction administration (BARS 541.90). For State Ad & Award projects include WSDOT payments to contractor. ( 9) Expenditures/Day labor construction - Total of actual ex- penditures for construction by day labor including related construction engineering (BARS 541.12) and construction administration (BARS 541.90). (10) TOTAL - Total of columns (7), (8) and (9). This should represent your total expenditures under BARS 541 plus any expenditures made by WSDOT under State Ad & Award procedures in your behalf. No (11) FA $/FA prog - For each project using FA funds from FHWA rr:; thru WSDOT, include the amount of FA funds and the program IA used (ex. FAS for Federal Aid Secondary program). rZ . T (12) Project Status Dec.31 - Use provided codes to indicate the i?r '. status of each project as of December 31 of reporting year. ; (13) Remarks and comments - Use this column to report significant a reasons for project delays; note carryovers from previous a years and carryovers to succeeding year. h4`ti. V ?) 97 nm w e m e m ; i _ o i 4 e ?e ,t °o aN.°, °m I Sao °=°mi _ f ° y? ' eoow...e oow..eoo e0 m ?e® " ;z( two..°.° e ° mr."?. 1 i 2%n w °...$ e$°o ---------------- e _ O W W W i W W W W W W W W r W V? ! W j} e w N t { e t} aa? g Z A e m ? to ' 00 u www.., • ±V av _ b , i IiO 1i r O ? ? ? N? M m n V w ? M - w 4 r? ? M w$ w m? Y -- -- .Nii ww....w v.V . .,w wN u U N r Y ry ???? w w h w, .I ? N new ^ .• ?+ M M` m • s r 6!W R d. N'A'T Ti r'r ?? ?i?41 t? -? `l? ?? w4?m ? Y;• ? Ilr? ??1 s ri ? JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE PORT TOWNSFND. WASHINGTON March 24•, 1986 Ernest Geissler, P.E. County Road Administration Board d - 206 10TH Street, S.E. Olympia, We. 98504 Re: 1985 Annual Construction Report Dear Ernie: COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 TEL. (206)3853505 GARY A. ROWE. DIRECTOR In accordance with WAC 136-16-050, submitted herewith is Jefferson County's 1985 Annual Construction Report If you have any questions, do not hesitate to contact me. Sincerely, Robert G. Nesbitt, P.E. County Engineer Encl. xc: DES 05.30 1985 Construction Report PWA 02 ?1 L: Jefferson County IJF_S OS. 30 Department of Public Works ° ?- ° ° ° °W o °° m i of f ? = = -_- a m m _ 4=Mm. r ----- --------- w:z ° ° _ 4 Z3 Z7, z Z; _mm mm - mo m ° - - - - - - - - - - - - - - - - ^m'-? I too -_ o000 000 44 j 1 WWWWWW_W ? i W W W? W W y ? m ' ? W? V - m m t • •.• .. •? ® ' y? ti • ?. 0 i _ _ m _ _ •. ?? N ?n M h ti rn M N N M M N N O? W i ?i m ? ? r ? _w a??=moa? ?? •• $ aZw 0$__ ? M ° r v V w N •.? A r r 1 m w_ r w ME= m t --------- m , • mm :2m 2 ;z ... a xsa s rW ?z IT"I I }t, l'i ' W T OF- ? 709,77,7171 O , r - " . m „c r? ? t ? r<+t??t? , 'r r> t r t t ? M O N ° WM sm aa?o emi a? a ? ? ~ 2 N V zi i m til i ? d ` s ? M r N W ? Y YI _ xsas a s i ? ss?W.I few{ ?AL..Yd? ? t A a$ I - - - - - - - - - - - - - - - - I 'o V;: v..no oe o .o 30 :°°?o Soe L i + s i a -s e . . . 4 b e v c ,? $$M rn N N, rri N N N N N N? N v V' ?i ?N N O O $ a? $ ti $ ? ? ? m Y ' .. F ,.. :t4sm m 4 -- m r ---------------- 4 ? r 1 ? s ? ! s ° H? yao o e iy !t e s °--m ° °w s ?i?=iomi ;z ze Z-. z zz V. sH?W? ! -- t s°° ° 000 44 i W W ti i W W W W W W W W i W ti m r z m ° ^ N i i;E 8 .-- .- ."ems mr m = m h r d 1eA h?fM ry !. ,? ? y I?'* ! K1r 46 ??, rb ? d 1 f ? ? 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For projects not shown on annual program use item numbers succeeding annual program numbers. ( 2) Road Log 0 -- Should read the some as column 2 on annual program. ( 3) CRP No. -- Should reflect that CRP 0 that has. been assigned to that particular project. ( 4) Road Name -- Should read the same as column 3 on annual program. ( 5) Type of Work -- Use code at top of form, same as on annual program. ( 6) Length Constructed -- Show actual length constructed; miles of road and bridge footage. ( 7) Total of actual expenditures shown in your accounting records for preliminary engineering (BARS code 541.11) and right of way "(BARS code 541.20 through 541.25)' (.8) Total of actual expenditures for construction by contract, including construction engineering. ( 9) Total of actual expenditures shown in your accounting records for construction by day labor, including construction engineering. (10) Total of columnr (7), (8), and (9). (11) Project Statue as of December 31 -- Use code at top of form. (12) Remarks and Comments -- Use this space to report significant rensons for project delays. ?t T-7 '1?17177-3771 FT .• y?,„,? yj??,° ?r lA p ;.. L tU 7 V p p L ff l Z ti Y1 R 4' ? w ..;g 0 y u P !? ? } A t fk' ! r E ii V dW, ` I z f ? i• .-j ,`?b? r ;q ? ? 1, ? t iY ? > 1II : i ! ff .? Y r 1 1'? l - f 1 ? ti? i z Z 9 ?r. +G w 3 ? t ? IS w O p. - ? ? ? a o ,?aep? t v 0 D U Q J co J v Q J 3 1 Sr ? a ? ?? ?r ? } ? + s , ti, i 7?? F ? P J. ', tc' t W ? 5 ll, w zC?? , 7 "' •?u 'w"'"? r r?4 '[ t, `;4?5 f . o w , tY ? *? =? ?? . f :? S . . '' ? a• J et r ;a W I' tc ,ce ` ? ,? ? Y ffff y , '61 C r M C__. Q . M. , iV N. ..,. E .r ,. F ?s4r Y [4[F y?' F T rY? SAt?k p, r. r ? OJ8 M ( M ? N M M .?-l O M M O O M b Ow ? rI M ! 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(3) CRP No.-Should reflect that CRP h that has been assigned to that particular project. (4) Road Name-Should read the same as column 3 on annual program. (5) Type of Work-Use code at top of form. (6) Length Constructed-Show actual length constructed; miles of road and bridge footage. (7) Actual Expenditure-Round to whole dollars from accounting records and place in appropriate column. (8) Project Status as of December 31-Use code at top of form. (9) Remarks and Comments-Use this space to report significant reasons for project delays. a f? n ? ? ?F ? , I 1 Y, ?• 5Y ?Yj/t'1U '?„M {??? 4 ! ? C?,fl{. Y?1? ?.L'1"5{N ( ? y? L Y' On l?1?t,? I'R e' 111 xr1 1 If_ .{h? u ? T '? ,? i tai is'"csbF:s3_?/.:.hi?i ?nn. «»nvKw.v v.,..vlaw.x ,?u?.mn as?sn?rca, .a .a? .w. 2rv..rewraa?v?ei?azb:w.4n.Ramrv'.. ,vnemm, n n...w,Hvs? , mow.. x 0 w h I a ro w H 0 H ° O a ++ ? u H g ? 0 0 v G O G» 0:5 m x D. p. X ?+ ?. N X p. ?. >+ yl X X N X k X X >+ X >• X >. >. dma 1H N In In HO mV MH. 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OSa Z • t+ t U' q C nom r/ m O V1 I/1 M Ir N N rl N h M V1 O I, ?? 144 I, OM IO r/rla V OOInO III N .yMn 1 Oi o •r rl 00 ! A ? 1 IJy :i • Q j n4 r f. V oo N M O H V M N I? V V M V w 'N V M I? •n N OI M M M V In OI T lo N H H N .-/ M H a,10 IO N" H Hch O ro ro O IN Y ?4 •? j ,avd.J? qq 0 0 -- if s ?7 rly r1NM IDn Oa•OHN M V In ICnOO O10 HN M V In ID ' O C H .-/ H N N rl H H H H N INN N N N N VTM! r'r.......I?.•.n '.fly ,? ."'? Yt yIf!,y{ J4 r1 ?S f ?l ?4. I ,nil {? _ t A i f z t I ? •?' 1 i , Sh 1 ? `, Y I ^ I I 1 MM if F• d f I .Id , 1I 6 . ` dd n ed4. ?. Eaen.. oxi+ c? LL' n 2 V O Pd Z u E O L oe z i U i 7 ? e n 'w z? us z 0 U u7 3a3? Ggill N Oni _, O 1 ? p 8 Z a 4 C"' 4•no Na•xN ra•a. N M?7 OOHCh M E O o0v Mrd OOIli w M NOG MO m- ? . N M •O rl N N zK O 8 Cn M N W n r-I 6 Z W M N a cy r` O N ? N I-i M r i N MOM `O M •O r-1 N . ? $ lag UCJ? H N u r w r O O d H % W > G O eac .? o q 8 u U> ??up H U 0 O O q o u w~c?i mw n ° 1 ? 0 + ao'uoloaoiuuo mH"roeM.>Mwx aw •v avow w u o w 3 N G u ,G a ss?::?xs?s ? ? X O •O H CO N r' V v V V J r. h N D\ ?5 H n 41 O? N N N M C •° r t t. ? ^YGky ?^ b i S w n:. V, r; Ti,. ?(S ?Y.? ?V?AY•r ? ? ?H.?TfiMif" .•r?r. .r ?a,n.a,W,. • ... ?g ? 7° MUa,:iaw 11.. 'Tke ((tt .f Z YN?" t 4 Yt ? Se" .-. . ?,.. Re ?? i j ? 1 `I l ' t r tl a f lilt ?OMi) 1?'!CI rlt? 4 ??'-0 }J 4Y 1 J'1 ? xn : ? ?i 771 LKIN Jefferson County JEFFERSON COUNTY COURTHOUSE r.:.noNm ?r?snmlr.:snr ru:a I:. VMS: ND. ViASIIINIAON Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 TEL. (206)385'3505 RRIAN L SHLOON. DIRECTOR March 28, 1984 Mr. Ernie Geissler, Director County Road Administration Board 6730 Martin Way N.E. Olympia, WA 98504 Ernie, Enclosed are the Annual Certification and County Construction Report for Jefferson County. Following is a brief explanation for the "no" response to question N1 on the Annual Certification regarding departmental organization. Public Works is being reorgani- zed due administrative changes which have occured since March,1983. A revised organizational chart will be forthcoming after adoption by the Board of Commis- sioners. If you have questions, please call. Sincerely, Brian L. Shelton, P.E. Director Enclosures xc:File ANNUAL CERTIFICATION (For Calendar Year 1983) COUNTY ROAD ADMINISTRATION BOARD (In Accordance with RCW 36.78.090 and WAC 136-04) I. MANAGEMEU AND ADMINISTRATION 1. The organization of the road department is in accordance with the organization chart, {VAC 136-10-050 (1), submitted to CRAB in March, 1983. . . Yes No If no, please submit an updated chart or include a brief explanation of any substantial discrepancies. 2. The county road department fran time to time performs work for: 1. Other public agencies Ye No 2. Other county departments es;, No All such work is done in accordance with a policy adopted !by the Board, WAC 136-10-050 (4) . . . . . . . . . . . . . Yes, No If no, please attach explanation. 3. In this county priority programning techniques are applied in accordance with WAC 136-14-040. . . . . . . . . . . Yes, No } 1. To arterials only O 2. To all roads CE? II. OONSfRUCPION 1. Projects to which construction expenditures were charged were all on the 1983 Annual Progrann . . . . . . . . . . . Yes No; 2. ;The day labor limit for 1983, conputed in accordance with RCW 36.77.065 was . . . . . . . . . . . . . . . . . . . $ 250 OGO 3. ;The actual expenditure for day labor construction as reported in the 1983 Construction Report was $ 784 i I hereby, certify to the accuracy of the responses given herein (as modified by the attachod.statownt, if any). i rah.. ZC• , / %P signature of County Engineer Nate" 6Approved: i" rte., '?'?? TFrF?e,? v ai to of the Bond Date County or County 1'. utive PLEAS' RI?IUIIN W CILVI W [.AITH 'MAN APRIL 1, 1984 Q w Z O U rum _ v wiw ¢ F- Z O Z ? m 0 Z m } W Q J 2 ''F N ?J? 04 0 Z W o y .._.' LL LL '.. Z N D ?. W aye m tUj> r Q u Z a o?ao w a a¢zdZ E a O /? m ti ? ? u q ?Jr¢ : I xx>•}>•x>•}>->•xx> ?Qt Y} ? M O J ?' : n M 0 h? 0 u 7 V T N m M M O N N l 0 m hJ 0 ul ?"?N SON hOhMm Usti nmm m i + ; h O M M N N? N M J h 0^ O M M O ? M ?N ^ O N hh? Nti N? Mu7 N N m N m ' m ^ Y q n ? M N m A 2 { ? ? O O _ ? ? mN MMO h.D .D .DN mM MO N N ?' m N n."?N ?ONhNJ MW ??"? h?m N t Y Yi. ? ? _ } J n'N N rtiNMJ Mhh?O MM u7 J ? ? f y y F?j V O V? S O m O h N O m S V J m l o M ? J O >? • ? Z C ? M M M V? V? N M N O O M O DOOO'+ t OOOOI .4 - uu ouuuu uu u CS m co on mco ms? mm QQQ4U' ^. m n. 3 C m d_ a" 4 d a CLSZ ? W Q p > u O 93? ?$ O! ? K Qu?w? ? w }mac Cp? 7Z g° W p pq pq Q = ? K O ? V1O? a0 ? 4' ? 7 ?o tr `? 03 q 99 w, umcSY °? Lw,, a6 ?nQQ.wZ W ? ce > u_ u • p_ 1y>i LQqQQ?p 1w - S -J r J 4 O Q K ? W l ?? y rR < ]u. . r -J W Q o uo Ci>r J?1u now}g?x?> n •+w to q3 > U W s a 3In L Old um>?er yy I n =j p N Z ? m m10 m O N J n m.+Mnm O.O ti N yTnwm ?.•y .-?•+•rNN NN NMM M S y S S V\ VT N V1 V\ . n M M M N M V\ V? ? ` u > 00 O[ 8 pu Y K ? p fr y 00 al. Stj OOV u N Innmmnm omm0mmm^Imo?mm n v o 0 0 0? 0 0 o b o m o 0 0 OMV\MMU1O ?."+m.'^mm?+N V 1 O V V i? 7e v M '? • ?`.>7 Tm ?OO ? N nv`Nmn S +n.+d min dmm K.? d J ? O , 1 yw `M?1 jy? r ` ^ M VT i .O ?D M.O > N m r-? V?_m?O . ? M l .1 Ull 3 V ? Il N MM Mmm MN mm m m m m l I m m 1 1 , 1.?"-° r ^:ez?n -h,'"1!?rcy,?,?x?';cl ti?f?a??e"S??irarln+H,?r?er?.cr?r:,• .? ? .•.mxn?!7?+1 s (? i YR, ' 77X3 r w f ?b ? ,?? , ?..,,.. ??' zr ? ;??-;; -.. i ? . - - k.5' VeE4d +. '* i? - d ci.:- -. f ' '' " p {H A ,. o? llk{r t pr uX k: wVAwt PnxX'. ah }' 8 A.M. O'Meara CHAIRMAN JEFFERSON COUNTY COMMISSIONERS B.G. Brown Carroll M. Mercer MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. Sonstrom, DIRECTOR OF PUBLIC WORKS ?? Ilf . WL?• Mr t TO VWM IT MAY CONCERN: AS PART OF OUR ANNUAL ROAD PROGRAr1, JEFFERSON COUNTY PLANS TO IMPROVE THE "g FOLLWING ROAD (S): THIS IMPROVEMENT MAY AFFECT YOUR. SERVICE TO YOUR CUSTOMERS. IF YOU HAVE ANY QUESTIONS REGARDING SPECIFIC CHMIGES, TIMES, PLANS, ETC., PLEASE CONTACT THIS OFFICE. VERY TRULY YOURS, /ed. 'TR /all" log?? MILTON L. SANSTROM, P.E. DIRECTOR OF PUBLIC WORKS t,v r ? i JEFFERSON COUNTY IL11? 1982 ROAD CONSTRUCTION PROGRAM SEPA ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1982; for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-10 of the Washington Administrative Code and adopted by reference in accordance with W.A.C. 197-10-020 (1) by the Board of Jefferson County Commissioners; and as W.A.C. 197-10-205 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to the terms and conditions of W.A.C. 197-10-170 and W.A.C. 197-10-180, Jefferson County Department of Public Works hereby declares that: The following projects associated with the "Annual Construction Program, 198211, are not major actions and are specifically exempted from the threshold determination, E.I.S. and the SEPA guideline requirements. Title W.A.C. Code Exemption a Item Number 7 - Beaver Valley- Chimacum 197-10-170 (If) l 8 - Upper Hoh Road 197-10-170 (17) 12 - Becket Point Road 197-10-170••(lf) F 15 - Quinault So. Shore Road 197-10-170 (If) , 18 - Emergency Construction 197-10-170 (180) Item Number l thru 6 - These projects have been carried over from previous construction programs and SEPA guidelines have been met for each. Item Number 10- Clearwater Road Intersection - This project was included in the overall , project Queets River Bridge and Approaches and SEPA guidelines °r have been met. (Final declaration of non-significance 12/7/81). Iten Number 9,1.1,13,14,16,17& 19 - These projects consist of clearing, grading, widening and surfacing an existing roadway and are exempt per W.A.C. Code 197-10-170 (If), as they fall inside the exempt construction parameters of (If). Extra right of way may be required.because of usage right of way only and not the standard 60 feet. Each project has been individually reviewed for its environmental significance as e` relates to the State Environmental Policy Act of 1971, and its guidelines as published in the Washington Administrative Code Chapter 197-10; by the staff of the Jefferson County Pulbic Works Department and its director, Milton L. Sanstrom. RESPONSIBLE OFFICIAL Milton L. Sanstrom z TITLE Director of Public Works DATE S]GNATURE_,,,?,??/y f e?r IS'. d - diMP'F J'- - @7 EffXb.,?W copy JEFFERSON COUNTY 1982 ROAD CONSTRUCTION PROGRAM SEPA ASSESSMENT The Jefferson County Department of Public Works is submitting its Annual Construction Program for the year 1982; for review pursuant to the State Environmental Policy Act Guidelines published as Chapter 197-10 of the Washington Administrative Code and adopted by reference in accordance with W.A.C. 197-10-020 (1) by the Board of Jefferson County x Commissioners; and as W.A.C. 197-10-205 specifically requires that the lead agency for any proposal initiated by a governmental unit shall be the agency making the proposal. Then, pursuant to the terms and conditions of W.A.C. 197-10-170 and W.A.C. 197-10-180, Jefferson County Department of Public Works hereby declares that: The following projects associated with the "Annual Construction Program, 1982", are not major actions and are specifically exempted from the threshold determination, E.I.S. and the SEPA guideline requirements. Title W.A.C. Code Exemption Item Number 7 - Beaver Valley- Chimacum 197-10-170 (If) 8 - Upper Hoh Road 197-10-170 (17) - 12 - Becket Point Road 197-10-170-(1f) 15 - Quinault So. Shore Road 197-10-170 (If) 18 - Emergency Construction 197-10-170 (180) Item Number 1 thru 6 - These projects have been carried over from previous construction programs and SEPA guidelines have been met for each. Item Number 10- Clearwater Road Intersection - This project,was included in the overall project Queets River Bridge and Approaches and SEPA guidelines have been met. (Final declaration of non-significance 12/7/81). Iten Number 9,11,13,14,16,17& 19 - These projects consist of clearing, grading, widening and surfacing an existing roadway and are exempt per W.A.C. Code 197-10-170 (If), as they fall inside the exempt construction parameters of (If). Extra right of way may be required because of usage right of way only and not the standard 60 feet. Each project has been individually reviewed for its environmental significance as relates to the State Environmental Policy Act of 1971, and its guidelines as published in the Washington Administrative Code Chapter 197-10; by the staff of the Jefferson County Pulbic Works Department and its director, Milton L. Sanstrom . • ?, e;'." .lift:,'', RESPONSIBLE OFFICIAL Milton L. Sanstrom TITLE Director of Public Works i ,. ur?i ?Y ( n sf?7 ymry AA ? 4 f,i ,Y i?mi Y V ? r Direct Salary Cost ............... . Overhead Cost (ncluding payroll additives) .......... . .. EXHIBIT W ANALYSIS OF FEE FOR ENGINEERING SERVICES .......................:................. a - NetFee .............. Direct Non-Salary Cost: a. Travel and per diem ..... , b. Reproduction expenses ... •"- 'T c. Computer expense....... k- d. Outside consultants....... e. Other (Specify) .... , . , , , , Total r Sub-Total ..................... .......... $?_ .......... $__?- .......... $ .......... $ Sub-Total `Contingencies GRAND TOTAL +' .$ $ $ 4 XIV CERTIFICATION The "Certification of Consultant" and "Certification of Agency Official;' attached hereto and marked Exhibit k "C' and by this reference is made a part of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first above written. By: City/County of Principal It r 7 7' r?l,?/ t} 1. 11 t 1 l ?. , tt r wa )o reel ,h ??firc' aki_.u EXHIBIT "B" DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING Project No. CRP458 PHASE ONE: 1. Run control along the existing improved road for approximately 1.35 miles traversing through existing plat monuments, County will determine final centerline location to be staked. 2. Tie in monument common to sections 22, 23, 26, and 26. If monument is destroyed we will set ties so it can be replaced. 3. Close traverse by using some of the existing open plat streets in Paradise View Estates and an existing Pope & Talbot logging road. 4. Set 50 foot stations along the above-described improved road. 5. Run profile along the 50 foot stations. 6. X-section the 50 foot stations and any extra stations needed 40 feet on each side of centerline. 7. Topog power poles, fire hydrants, driveway culverts, etc. along said roadway. 8. Station existing culverts across roadway, getting skew angle, X-section along culvert, and invert elevations. 9. Plot X-sections to scale of 1" = 10' vertically and horizontally, plot profile to scale of 1" = 10' vertically and 1" = 100' horizontally. 10. Prepare drawings of existing roadway on 24" X 36" plan and profile paper at a scale of 1" = 1001. Lettering to be done by Leroy. 11. Submit copy of our work sheet showing bearings, distances, and coordinates. 12. Locate pond and pump house, for water system. PHASE TWO: Alternate route for by-pass. County will outline work and negotiate fee upon completion of phase one. -11- Project No. City/County EXHIBIT °C CERTIFICATION OF CONSULTANT I hereby certify that I am and duly authorized representative of the firm of whose address is and that neither I nor the above firm I here represent has: (a) employed or retained for a commission, percentage, brokerage, contingent fee or other consideration, any firm or person (other than a bona fide employee working solely for me or the above Consultant) to solicit or secure this contract. (b) agreed„as an express or implied condition for obtaining this contract, to employ or retain the services of any firm or person in connection with carrying out the contract. (c) paid, or agreed to pay, to any firm, organization or person (other than a bona fide employee working solely for me or the above Consultant) any fee, contribution, donation or consideration of any kind for, or in connection with procuring or carrying out the contract: except as here expressly slated (if any): I further certify that the firm I hereby represent is authorized to do business in the State of Washington and that the firm is in full compliance with the requirements of the Board of Professional Registration. I acknowledge that this certificate is to be available to the Slate Department of Transportation and the Federal Highway Administration, U.S. Department of Transportation, in connection with this contract involving participation of Federal-aid funds and is subject to applicable State and Federal laws, both criminal and civil. oat! $ignalur! CERTIFICATION OF AGENCY OFFICIAL hereby certify that I am the Agency Official of the City/County of Washington and that the above consulting firm or his representative has not been required, directly or indirectly as an express or implied condition in connection with obtaining or carrying out Ihis contract to: (a) employ or retain, or agree to employ or retain, any firm or person, or (b) pay or agree to pay to any firm, person or organization, any fee, contribution, donation or consideration of any kind, except as here expressly stated (if any). I acknowledged that this certificate is to be available to the Federal Highway Administration, U.S. Department of Transportation, in connection with this contract involving participation of Fecleral•aid highway funds and is subject to applicable State and Federal laws, both criminal and civil, ar. suwu.a -J 21- EXHIBIT "B" DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING Project No. 15 r ?f r .l r r ? } iy? L ? F I 1 I+ ? E. E. ANDERSON Professional Land Surveyor 5528 Kuhn St. 385.1225 ' Port Townsend, Wash. 98368 October 14, 1980 H. L. Sanstrom, Director Dept. of Public Works Courthouse Port Townsend, Wa. 98368 Re: Proposal for Paradise Bay By Pass Road. Gentlemen: The following work will be performed on the above mentioned road for four-thousand eight-hundred dollars and no cents ($4,800.00.) /P Run control along the existing improved road for approximately 1.35 miles, traversing through existing plat monumentsi Coun47 -,11 de4c-*- final CCK4r),nc (o ca Sion .+o 6c s+ck..4 "r 2. Tie in monument common to sections 22, 23, 26, and 27. If monument is destroyed'we will set ties so it can be replaced. . i 3'. Close traverse by using some of the existing open plat streets in Paradise View Estates and an existing Pope & Talbot logging road. G• Set 50 foot stations along the above described improved road. s: Run profile along the 50 foot stations. G•X-section the 50 foot stations and any extra stations needed 30=to 40 feet on each side of centerline. 7• Topog power poles, fire hydrants, driveway culverts, etc. along said roadway. E? Station existing culverts across roadway, getting skew angle, I-section along culvert, and invert elevations. Y. Plot X-sections to scale of 111 101 vertically and horizontally JPLOr P11-or-/?C 70 sCNeC or- 1 °j 10 'V612T1CAt1y 5/Jo 111 = 100' 140VI to NrALI% ? iO-Prepare drawings of existing roadway an 24" x 36" plan and profile paper at a scale of 1" - 1001. 41ca .lettering to be done by Leroy. /A Submit copy of our work sheet showing bearings, distances, and coordinates. 12• Locate pond and pump houaeX 1702 WATdf? tysre4i ??{ ?5t nvo VerSY truly fottra, l1CrCalvwc A.w7s For- BY-P.rsc, c?«tiry w/ - - E Anderson Witt OLAT41AJLI Workk Avo /JCCc?rMr6 rEe•Upo,V of. Land Surveys Cana'teTroIJ or^ 'TFIASC pvO '?H AsE pUE EXHIBIT "B" DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING Project No. CRP 458 15 ????r3P N d ?sd ;? f S1?aP"N?f11! $kl " tear r I I \ ? I l ? ? l? ; "GAR'S .. le R n J? rL?7. Project No. City/County EXHIBIT "C" CERTIFICATION OF CONSULTANT I hereby certify that I am representative of the firm of and duly authorized address is whose and that neither I nor the above firm I here represent has , (a) employed or retained for a commission, percentage, brokerage, contingent fee or other -? consideration, any firm or person (other than a bona fid t e employee working solely for or the above Consultant) to solicit or secure this contract. (b) agreed, as an express or implied condition for obtaining this contract, to employ or retain the services of any firm or person in connection with i carry ng out the contract. ed to pay, to any working so lelpaid, for meaorthe above Consulta nt) an rh fee i r ' l y , contr bution, donation o consideration of any kind for, or in connection with procuring or carrying out the contract: except as here ex ressl n p y stated (if a y): I further certify that the firm I hereb y represent is authorized to do business in the State of Washington and Ihat the firm is in full compliance with the re i qu rements of the Board of Professional Registration. + I acknowledge that this certificate is to be available to the Slate Department of Transportation and the Federal Highway Administration U S D , . . epartment of Transportation, in connection with this contract involving participation of Federal-aid funds and is subject to applicable Stale and Federal laws and civil. both i i . , cr m nal Dale sig.'- CERTIFICATION OF AGENCY OFFICIAL - I hereby certify that I am the Agency Official of the City/County of and that the above consulting firm or his representative has not been required, directly or indirectly' aslan express or implied condition in con i nect on with obtaining or carrying out this contract to: (a) employ or retain, or agree to employ or retain, any firm or ti person, or (b) pay or agree to pay to any firm, person or organization, any fee, contribution, donation or 'consideration of any kind, except as here expressly stated if ( any). 1 acknowledged that this certificate is to be available to the Federal Highway Adminislralion, U.S. Department of Transportation, in connection with this contract involvin g participation of rederalvid highway funds and is subject to applicable Slate and Federal laws, both criminal and civil. t4 o.?. sgti?w. ? X11, ?? .. 1 g ? 1 s 1? r ? , IIt'?1' 7 r ? i la'vi ) f?'cr"Y' d?nlEUr ?(. Yf?i [i Y zd 'VN6 ? d ?.? Salo H Ifs t t ? l ?? ? 7si 'yt fit ` a T t •: , ) 1 533. - , % t fi ti 4 [? ° } st 7Y :_y ? l s CONSULTANT AGREEMENT FOR PRELIMINARY ENGINEERING - P?LLS'EG.T No, c?P458 ,_. THIS AGREEMENT, made and entered into on this , day of , 19_, by t and between the)W110COUNTY OF _?EFFEJ'_SOaI, WASHINGTON, hereinafter called the "AGENCY;' and cKekosAa§1Atir(icFrt.df whoseaddressis "dba .64,4" SIAw?L f'?oifrwnrrneOWA 9f =468 the location in` Washington State at which work will be available for ins eclion, hereinafter called the "CONSULTANT.". - T ATE OF WASHINGTON acting by and through the Washington State Transportation Commissi d the Depa nt of Transportation, hereinafter called the "SPATE" together with the Fed ighway " Administration, 'nafter called the FHWA, administers the Federal-aid funds. g WHEREAS, the FEDERAL COVE NT through its Department of nsportation and Federal Highway ra Administration, pursuant to Title 23, ode, has establisl a program of Federal-aid to the states designated as the Federal-aid Program, with a ge to se to increase the safety and capacity of roads in - the United States, and WHEREAS, the Agency desires t complish this Federal-aid project, num _ entitled with the aid - of funds provided under The Surface Transportation Assis Act of 1978, Title 23, U.S. C ighways, and all amendments thereto and the rules and regulations promulga y said U.S. ,?'-' ` De ent of Transportation, in the Federal-aid Highway Program Manual, and WHEREAS, the Agency has not sufficient qualified engineering employees to prepare the necessary constriction plans, specifications and contract within a reasonable time and the Agency deems it advisable and is desirous of engaging the professional services and assistance of a qualified consulting engineering firm to do the necessary engineering work for the project and to develop plans, specifications and estimates, and WHEREAS, the Consultant has represented and by entering into this Agreement now represents that he is in full compliance with the statutes of the State of Washington for registration of professional Ap9ts and that Y - all personnel to be assigned to the work required under this Agreement are fully qualified to perform the work to which they will be assigned in a competent and professional manner, and r WHEREAS, the Consultant has indicated that he desires to do the work set forth in the Agreement upon the terms and conditions set forth below: NOW, THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: OBJECTIVES AND SCOPE OF WORK The objective of the Agreement is to provide engineering services necessary for the preparation of all plans, specifications and other documents for the Project as described in attached Exhibit "B:' Th. a.-rcf?5.braodsi,'rdl ?,,4o?4.,3 P4?r"ct. -A ? I e aF k_,dKn?.ib?s ?a,lh Ila<[.a?'+f7>,l.i The scope of work all/ndud`e all serviks and materials necessary i?? om7p{isfi Ne wor??'sindicate`? R""" 'mac ' attached Exhibit "B (A complete listing of services to be furnished. by. the Consultant shall be provided.) ga,4ayoot;-ptar,y-,-? ?evisrens=estrtnate-o-eos. n owing: Is Prepare ESASIME A plans in accordance with standard practices of the STATE for plans prepared by its own staff. Procedures shall be consistent with the provisions of the current edition of the Department of Transportation "Highways Design Manual" and amendments thereto: (e.g.) 1. Plans shall be prepared with such provision and in such detail as to permit the convenient layout in the field for construction and other purposes within a degree of accuracy acceptable to the. Agency.-Mt vMl?i.vv..tvs horizo.4iv,? 3cal?( -Aw +fLt P/arts SJ ID1. "one- t>•l 46-1s, /a0{ett? xr•Plenrs "4 develepmeat•et.aa-acct+•.•.? @;ti.,ate_sttluaatities fer. . +he-several-pertinent-hems of- verk__t Ltaa.pr-0jeU„ 3. The-seales-te-be-use(1, the-leperingand.-gonewl-dehmeatioaof the plans, sha t.p such , -ill providelsgible_cepr ti cedaa-onolouub_af_their-cuiginalsia°'?-?.^--_ .pertent_reductitu>!_. .. 4. ihe-minimum-hwizontaLscale-for-the-p6tns.shalLb(a-oawnctiequalsS(Lfeet'-tocslv????r•.??••? Mans-anti=one-iact>_equals-2afect-fo?signali,.,r?? ?Lw• S XC," liotlplns wdl consist of a vicinity map; sheets showing the estimate of qu ie" pical specia. secont 3peclaldetoils-other-than standard -details-availdble, rtfie 'a'e's drawings special layouts; plan profile and cross sections. 6. include complete details for the proposed drainage oNfhe project, utility work be - erformed others, details for paving, pavement marking- signing, signalization and city trees levtsions, as nc ssary. Plans shall show all the existing,pliysical features, surface and sub-su face facilities, as deter, ' ed, field survey or inrficate(i.on Agency or utility company records t the larea included in the upht•of•way, or great er„if'necessar y, outside the oght•of•way to in Jude pertinent details adja[elt?io the riRht•nf•wav. 7. jSpecial Provisions shall 1) in (1 'N, irfthe t omral I plans Ior ilvins I11 work whit h are not l nv vred e U' by the State or APWA Standards' p fications, whichever is applicable, as may be requirt d to properly cover the work contemplate b the plans. r 8.jThe Consultant shall-furnish such pertinent info, tion and data wilh respect to the plans and 'design as the Agency may request, including, but not`gecessarily limited to one (1) copy o the quantity andifesign computations. 9. The,?gqw tides shall be divided into parts corresponding to th??((onstruction contracts or as tFerv ise designated by the Agency. These quantities . shall.he as..ne arm s.possible_to.lhtual uarnities and shall not be.,mbilranly incr&aied -._... _ ......... ....... 2 I, ANr. u? rt Fo'6 es ima es s a e ase aprevai mg_average-hid-?i ?p std ?jQCts by the_.-_ 'State:------ 2 -tO- Field surveys required to complete the plans in the Agreement shall be furnished by the Consultant. The field surveys shall include sufficient referencing to permit the re-establishment of all necessary points to the satisfaction of the Agency. 13 Fy-r ns s a e c the-Eonsultan[. The Consultant shall perform all work described in this Agreement necessary to complete design of the project to conform with the policies and standards set forth in Section ll. `The Consultant shall pre information and studies as m?y-be-pertl en an necessar be requested by the Agency, in order to pas ritica4iudgmep - n the features of the work. The Consultant shall make such minor changes, _a?mendmen s or revisions in the detail o ke-work-a a re uired by the Agency. T ' 'tem-d not constitute an "Extra Work" item as related in Section VIII of the Agreement. Whe alternates are being considered, the Agency shall have the right of selection. Jhe,4g will supervise construction and provide construction engineering services, including the review and approval o aTl mmiructionJkawings-during- nsns rurequired, however, the Consultant when requested by the Agency; sha without a atonal-eompensatioagive eeneral advise and make a maximum of thr sa; to the site for explanation of plans and to generally review t >F a project- The Department-of-Transportation and Federal Highway Administration shall_havertheiight to initia e conferences between the Cont-aint'and-theA?;?_topartic ate review and examination of the `work in progress . in the fha-p ns and specifications shall be verified by a complete eck y the Cob nsultanl and shall be so certified by the Consu tans. a onsu rant wi IUe ham sa le-foNhe-a ccurAcx of the work, even though the work has been accepted by th gen .?_ II DESIGN CRITERIA The Agency will designate the basic premises and criteria for the design. Reports and plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments of the following: 1. Washington State Department of Transportation "Standard Specifications for Road and Bridge i _ Construction" 2. Washington Stale Department of Transportation, "Standard Plans for Road and Bridge ' Construction" 3. Washington State Department of Transportation, "Highway Design Manual." s ing Late p-mtrrt2rtrztt Trampcrtatio Gridg"esVrC-ri- S. ington State Department of Transportation, "Manual of Highways H ulics." 6. Washington Sta epartment of Transportation, "Materi a oratory Outline." 7. Highway Research Board's at entitled, - ghway Capacity." B. FWHA and Washington Stale De me of Transportation, "Manual on Uniform Traffi Control Devices for Streets and High •ys 9. Washington State epartment of Transportation, " nstruction Manual. 10. Washington State Department of Transportation, "Local A ncy Guidelines." . Surd drawings prepared by the Agency and furnished to the nsultant shall be u ed as a guide in all cases where they fit design conditions. i a 4 r { a' e _ ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE AGENCY The Agency will furnish the Consultant copies of the plans, profiles, cross-sections or documents which are available to the Agency that will facilitate the preparation of.the plans and studies within the limitsbf the project. ( , A complete list of applicable documents shall be included.) f?. 'P L,91'4 f PIWF Ice OF• C60,UTy 2091) 9 Z? :P[.HT MAPS 74UTAcE41T Td •P"JECT tap IV DOCUMENTS TO BE FURNISHED BY THE CONSULTANT The following documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by the Consultant to the Agency upon completion of the various phases of the work. All such material, including photographic negatives used in the project, shall become and remain the property of the Agency and may be used by it without restriction: 1. Two (2) copies of the completed eantrao drawings prepared from the work performed under this Agreement. o e e ai a stirttare-of-cost-of?he-werk-M-ba_mngruUerJ, 3. One (1) set of all sheets comprising the set of x?mtcaot- plans on permanent scale stable reproducibles, togaL?yv c,.ete--e fei an-rsqual ymhe t .?v . , •t Peer ning-Fberelo-pkrs. -, virsw-disekrsed-Ihaf-revisienr-errneceuacy'. ">?F1>:°'(S?.COf>ias-of-li?e-tpeeral-fuovisioncac>..1he--St?ndard_5pocificatj«y-.. 5. One (1) copy of all survey notes taken by the. Consultant. 6. One (1) copy of the quantity and flesign computations for the work performed under this Agreement. . '• , I I, n ( ti ,r V TIME OF BEGINNING AND COMPLETION The Consultant shall not begin work under the terms of this Agreement until authorized in writing by the Agency. The lime required, in calendar days, for completion of all work undeSNthis Agreement shall be days following written authorization to begin. pPxzsa on,? Established completion time shall not be extended because of any unwarranted delays attributable to the Consultant, but may be extended by the Agency or because of unavoidable delays. caused by an act of God or governmental actions or other conditions beyond the control of the Consultant. - Delays attributable to or caused by one of the parties hereto amounting to 30 days or more affecting the completion of the work may be considered a cause for renegotiation or termination of this Agreement by the other party. VI PAYMENT (Cost Plus Net Fee) The Consultant shall be paid by the Agency for completed work for services rendered on of this Agreement as roed hereinafter. Such payment shall be full compensation for work performe5l or services rendered an ll la bor, materials, supplies, equipment and incidentals necessary to corfiplete the work. A. Pay nt for work accomplished on the basis If Consultant's actual co P lux a net fee. The actual cost include lirecl salary cosl, overhead and diorect non-salary cost., 1. The direct lary cost is the salary expense for profession a and technical personnel and principals for the time th%a e productively engaged in work necessary to fulfill the terms of this Agreement. The direct salary c , s are estimated to be approxim, try ?_Dollers (S )asset forth in the attached Ex it A' and by this (eferonn• made a earl of this Agreement. 2. The overhead costs as identified Exhibit ' A"are determined as ".. of the direct salary cost. The overhead costs arc r. 'r loci to be approximately _ I >olldrs. (b ) Js SO forth in the attached Exhibit 'A" td by cis reference made a purl of this Agreonu•nt. the overhead cost rate is an estimatSS, lased on cu rally avJilable accounting inlonnation and shall be used for all progress payments' 6ver the period of nlracL The final overhead cost rate is subject to adjustment based on audit perlnrme,, by t Agency, the State, or Federal Highway Administration at the coppletion of the pro)ecl. 3. The direct non-salary,cints are those costs directly incurred in I illing the terms of this Agreement, includ-ng, but nor'linuted to travel, reproduction, telephone, upplies and fees of Outside consultants. The ifirecl non-salary costs are estimated to be approxim y Dollars (S as set forth in the attached Exhibit "A" and by this reference made a part this Agreement. 6 7 ?? q4# ? et . ! ,i i ? NF r? 1 {7 )4 j ? J _ i 1 r ' t ?r ta. _ t r 5 r rv„ „' ? YYY ? C? - - e w oe Dollars (S?_). at tee will be prorated and Paid roportion to the e montroj _ mPleted as estimated Intthe CONSULTANI nthly progress reports and appreve5l, by } I ?l'/COUNTY. Any portion of the net fee r reviously paid In the monthly payments will I overed In the final payment, sugfect to it Provisions of Section IX entitled TERMINATION C A ± /1GREf}t LENT. w b. The actgal direct cost and actual/overhead co ?ncluding any CITY/COUNTY approved continge? ties and to net fee incurred by the CONSULTAN ` ?nd set Sorth in Exhibit j A° shall be ru a? ompensation for the eerie finance of the wdr i • - odor this A?((eement. This /total shall not excI e? ???• maximum of\ Dollars ($ rior written approval b ---) TY/ y the CITY/COUNTY.I B. All ouchers shall bey submitted by the CONSULT NI • to he CITY/COUNTY for' Payment pursuant to? e th ter s of this Agreeme L The CITY/COUNTY shall 2 UPa the appropriate mount of each voucher to the C (VSULTANL ?/ \? I progress payments may be claimed monthlli for direct costs actuall)%incurrad to data as supported by del fled statements, for o6rhead costs and Ibr a pro ortionate amount of the net fee payable tali the + CO SULTANT based C the a timated percentage of the completionof the service to date. C. The coal records and "occunfa Pertaining to Agr ement are to he kept avallab a for Inspecho this by rep esenatl6a of the CITY/COII?NTY, STATE and FE ERAL/GOVERNMENT for a pe}tod of thrael (3) yo re offer final payment. Copies \ hall be m de J av table upon request, p\\ D. Pa mert for extra work performed, under Is agr ement shall be paid as agreed to b the parties he, tp in writing at the time extra work Is outhoriz d. E. A Tort narrative progress report shall compa y ea voucher for progress payment. The report eh II In de discussion of any problems and potent) I 68 for-delay., ---- I PAYMENT - j')+cse oho . (Lump sum) The CONSULTANT shall b e Paid by the for completed work. for services rendernder this Agreement as provided he i re nafter. Such payment shall be full compensation for work performed or rendered services for all labor r cessary to materials, supplies qui andinc den als ne workpment A. Payment Tor work accomplished under the term s of this Agreement shall be a lump sum i a th n e total mount of Dollars, ($ B. All vouchers shall be submitted b??• - } by th ? e CONSULTANT' to -the COUNTY for ment pursuant to the terms of this Agreement. The pay the appropriate COPACOUNTY shall c CONSULTAN amount OF each voucher to the T. The CONSULTANT may submit vouchers to the GIT`V /COU TY NOT OFTENER i THAN once per month during the progress of the work for partial pa for project yment completed t o date. Such vouchers will be - checked by the IMMCOUNTY and pa m d y ma ent will be e in the amount (thereof as has bean) f reas b ` ona ound to ly represent the value Of the partially completed project less the amounts ? previously pair, . C. Finall Psuch ayment of an b o y alance due he CONSULTANT of the ultimate gross promptly upon Itsescor einmentaand verifi ati naby the GITY7000NTY aft er the completion of the work under this Agreement and its acceptance by the notes/Cepors and otherereeted}documoe ma are which required to be furnished under this Agree D. 7ha cost record ment - , s and acco unts Pertaining to this I Agreement are to be kept available for Ins r ; pection by epresentatives of the "FNWW fora SMM/C r' -and th o 3) Yea ree s after final payment. Copiea shall made availabl re quest. e upon E. Payment for 'ext ra work Performed under this Agreement shall be paid a s agreed to by the parties time its work Is authorized F. Aoshootinnarrative t ?ap e n . p re ss eport shall accompany each Voucher for progress payment. The report shall include discussion f t r o any problems and causes for dolay, Palatial ! ?. PAYMENT'S -(Specific Rates) - ' The CONSULTANTshallbo s "- -.---___ P Id.by.lheblraC'?'Nij r -- 4 IL t . ?Ir S•:, 9.3.4 of 13 a ^a az ' .. it ("?( t'3.. { AOL e rfee'which.repres? (s,16.fSonsul[ants,profifihall-be--_ fee N p orated anJ paid monthly in r estimate the Consultant' s month) P oporuon to the percent1,9-L- o'--The t of the net fe y progress reports and a the project compl d as subject to the not Previously paid in the monthly payments will b ecovered the Agency. "Pportion visions of Section IX entitled TERMINATION OF in the i(i AGREEM at Payment, 5. The actual direct cost an dual overhead cost including any Agency ap roved contingencies and the net fee incurred by the sultant and set forth in Exhibit "q° ary? "°- performance of the work unr Ihis Agreement. This total s e full compensation for the without prior written approval b all not exceed a maximum of .•.) Y the gency. Dollars ($ g• All vouchers shall be this Agreement submitted by the Consultant he Agency for am -J EE . The Agency shall pay the roPria p Y eat pursuant to the terms of amount of each voucher to the Consultant. Progress payments may be claimed onthly detailed statements, for overhe (or direa costs a ually incurred to date as supported by o of Consultant based on the costs and for a proportionate rated percentage of the completion u ft the the net fee payable to the C. The cost records services to date. accounts pertaini Agree yment are to be ke representativ of the Agency, Stale and ng to Federal this Higee after fin P vailable for inspection by ayment. Copies shall be Administration for a p iod of three made available upon request. (3) years D. heret ment for extra work performer) under this agreement shall be o in writing at the time extra work is authorized. paid as agreed to b the parties E. A short narrative progress report shall at camPanY each voucher for progress Payment -_y include discussion of any.problems_and,Potential- causes _(orv- The report s delay: VII EMPLOYMENT The Consultant warrants that he had not employer) or retained an fide employee working solely for the Consultant, to solicit or secure this contract and that he has not paid or any tee, commission an, agreed Id pay any company or person. other than alxma fide employ epwrnking solely (nrhhetConsuU Consultant, have resulting from the a percemage• brokerage fee, g upon or contrail For ifts fir breach any or other violation consnsthisideration, warranty, the contingent Agency shall have the right to annu ward l or making of this this Agreement without liability, or in its discretion to deduct from the Agreement price or consideration or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, Off or contingent fee. Any and all employees of the Consultant, while engager) in the performance of an red by the Consultant under this Agreement, shall be considered em to nda not o! the Agenty and any all claims that ma or Y Nark or services of h on Act on ee e Consultant only and lacteal! of said employees, while so engaged an and all claims made by a h "d party as a consequence of v. negligent act or omi d ny a ssion nn the part of the Con sult work 'a services provider( to be rende red her e in, shall be the sol Consulta antrssemployees, whi ersonengagedeonaany of the nt e obligation and responsibility of the 7 u a d s 1Go-+f?b'Ih:.aiY3dt C _ ?' ?1?. s .I ti ?"ti l @;t t ` <s. ? Ell's . t t . 4 ? t?" ? ,r 1wt ? i % • _ . _ y, ? p Cti l r ' t r t, ? V r t ?f.. p l! LL The Consultant shall not engage, on a full or part-time basis, or other basis, during the period of the contract, any professional or technical personnel who are, or have been at any time during the period of this contract, in the employ of the FHWA, State or Agency, except regularly retired employees, without written consent of the public employer of such person. If during the time period of this agreement, the Consultant finds it necessary to increase his professional, technical or clerical staff as a result of this work, he will actively solicit minorities through his advertisement and interview process. During the performance of this Agreement, the Consultant, for itself, its assignees and successors in interest, hereinafter referred to as the "CONSULTANT," agrees as follows: _ A. Compliance with Regulations: The Consultant will comply with the regulation of the Department of Transportation relative to nondiscrimination in federally-assisted programs of the Department of Transportation Title 49, Code of Federal Regulations, Part 21, hereinafter referred to as the regulations, which are herein incorporated by reference and made a part of this Agreement. B. Nondiscrimination: The Consultant, with regard to the work performed by it after award prior to - L completion of the contract work, will not discriminate on the grounds of race, religion, color, national origin or sex in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Consultant will not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices, when the contract covers a program set forth in Appendix A-11 of the Regulations. C. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding or negotiation made by the Consultant for work to be performed under a subcontract, including procurements of materials or equipment, each potential subcontractor or supplier shall be notified by the Consultant of the Consultant's obligations under.this contract and the Regulations relative to nondiscrimination on the ground of race, religion, color, national origin or sex. D. Information and Reports: The Consultant will provide all information and reports required by the Regulations, or orders and instructions issued pursuant thereto and will permit access to its books, records, accounts, other sources of information and its facilities as may be determined by the Agency or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required by a Consultant is in the exclusive possession of another who fails or refuses to furnish this information, the Consultant shall so certify to the Agency or the FHWA as appropriate and shall set forth what efforts it has made to obtain the information. E. Sanctions for Non-Compliance: In the event of the Consultant's non-compliance with the discrimination provisions of this contract, the Agency shall impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to: 1. Withholding of payments to the Consultant under the contract until the Consultant complies and/or. 2. Cancellation, termination or suspension of the contract in whole or part F. Incorporation of Provislons: The Consultant will include the provisions of paragraph (A) through (F) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the , f Regulations, orders or instructions issued pursuant thereto. The Consultant will take action with respect _ to any subcontract or procurement as the Agency or the FHWA may direct as a means of enforcing Such provisions, including sanctions for noncompliance; PROVIDED, HOWEVER, that, in the event a Consultant becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the Consultant may request the Agency to enter into such litigation to protect the interests of the Agency and,'in addition, the Consultant may request the United States to enter into such litigation to protect the interests of the United Slates. k;' VIII CHANGES IN WORK The Consultant shall make such revisions in the work included in this Agreement as are necessary to correct errors or omissions appearing therein, when required to do so by the Agency, without additional compensation. Should the Agency find it desirable for its own purposes to have previously satisfactorily completed work or parts thereof revised, other than minor revisions within the scope of the work, the Consultant shall make such revisions, if requested and as directed by the Agency in writing. This work shall be considered as Extra Work and will be paid for as provided in Section VI. All extra work shall be submitted as a supplement to the basic agreement and approved by the State before the work is undertaken in order to become eligible for. Federal participation. TERMINATION Of AGREEMENT A.. The Agency reserves the right to terminate this Agreement at any time upon not less than ten (10) days written notice to the Consultant. B. In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory personnel assigned to the project. the surviving members of the Consultant hereby agree to complete the work under the terms of this Agreement, if requested to do so by the Agency. This section shall not be a bar to renegotiations of this Agreement between surviving members of the Consultant and the Agency, if the Agency so chooses. C. In the event this Agreement is terminated under any of its terms prior to completion of the work, a final payment shall be made to the Consultant which, when added to any payments previously made, shall total the same percentage of the amount which would have been due if the work had been fully completed as the work completed at the time of termination bears to the total work required under the Agreement. The same basis for estimating the costs set forth in Exhibit "A" shall be used for work uncompleted to estimate the total money that would have been due if all work had been completed. If the total accumulated payments made to the Consultant prior to notice of termination exceeds the total amount that would be due computed as set forth hereinabove, then no final payment shall be due and the Consultant shall immediately reimburse the Agency for any excess paid. D. In the event this Agreement is terminated prior to completion of the work, the original copies of all plans, prints, drawings and field notes prepared by the Consultant prior to termination shall become the property of the Agency. X DISPUTES Any dispute concerning questions of facts in connection with work not disposed of by agreement between the Consultant and the Agency shall be referred for determination to the Director of Public Works or Agency Engineer, whose decision in the matter shall be final and conclusive on the parties to this Agreement. INDEMNITY The Consultant shall comply with all Federal Government, Stale and local laws and ordinances applicable to _ . cg{ r - the work to be done under this Agreement. ..?' 1 The Consultant hereby agrees to indemnify and hold the State and Agency harmless from and shall process and defend at its own expense, all claims, demands, or suits at law or equity, arising in whole or in part from - - the Consultant's negligence or breach of any of its obligations under this agreement. The Consultant shall secure regular Public Liability and Property Demage Insurance Coverage in the amount of $100,000 for death or injury to any one person and $300,000 for death or injury to two or more persons in any one occurrence and $50,000 for Property Damage in any one occurrence with any aggregate Property Damage coverage of $100,000 for two or more occurrences from an insurance company authorized to do business in the State of Washington. r i XR SUBLETTING OR ASSIGNING OF CONTRACTS The Consultant shall not sublet or assign any of the work covered by this Agreement without the express consent of the Agency, n *r h ENDORSEMENT OF PLANS u b { 4 The Consultant shall place his certification on all plans, specifications, estimates or any other engineering data ? f furnished by him in accordance with RCW 18.43.070. W, 3 1 ft ? ???`sf 7' n M1 k .. M... 10 1^3 at t; ?. ?? Nr9 ? nAu, r J, . r r ? v fQ • ? ? IJ? i ? ',{ it .1 • l t ? l'• CJ & in, 0- m' T I f K _ um Z, ?? '?• ?? `?',} 'r mot: i 11 iwR.w r??,k tsz , 777" ? t 't E, A R I f. y J 9{ xtn ?? iN'Nf ?.,o,. •/?snnart III mxrhx?.?lAA.•..u.YJn? I y L ?? 'l h l, m" ay EXHIBIT "A" ANALYSIS OF FEE FOR ENGINEERING SERVICES Direct Salary Cost ............... ............................................ .....$ Overhead Cost (including payroll additives) ............ ............ "+. $_ Sub-Total $_ Net Fee ....................... .................................... ........ ..... $ _ Direct Non-Salary Cost: - a. Travel and per diem ......... .......... $ b. Reproduction expenses ...... ..........$ c. Computer expense .......... ..........$ d. Outside consultants .......... ..........$ e.. Other (Specify) ....... ...... ..........$ Total $ Sub-Total $_ -Contingencies $_ GRAND TOTAL 12 . F: CONSULTANT: AGREEMENT ,rya q x? THIS AGREEMENT, made and entered into on this'L Aday of 19p'' by and between the County of Jefferson, Washington, hereinafter ca a the C UNTY", and M " the consulting firm of Clark 3 Associates, whose address is 315 East Eighth Street, Port Angeles, Washington, the location in 'Washington State at which work will be available for I. inspection, hereinafter called the "CONSULTANT". WHEREAS, the COUNTY has not sufficient engineering employees to prepare the neces- sary construction plans, specifications and contract within a reasonable time and the COUNTY deems it advisable and is desirous of engaging the professional services and assis- tance of a qualified consulting engineering firm to do the necessary engineering work for. this project,-and WHEREAS, the CONSULTANT has represented and by entering into the Agreement now re- presents, that-he is in full compliance with the statutes of the State of Washington for registration of professional engineers and/or land surveyors and that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the. work . to which they will be assigned in a competent and professional manner, and - WHEREAS, the CONSULTANT has indicated that he desires to do the work asset forth h in the Agreement upon the terms and' conditions set forth below Y NOW, . fa as i follows: and perfor- 'y contained THEREFORE herein i below, the consideration parties hereto agree conditions, mances OBJECTIVE AND SCOPE OF WORK ` An objective of the subject construction is: to provide sufficient field'infoma- tion, as outlined in the scope of work, to allow the COUNTY to plan, design and estimate costs for improvements to Hastings Avenue, County Road No. 40. Another objective is to: provide maps showing existing right-of-way and road loca- ? tion on all other protions of Hastings Avenue, County Road No. 40, not in the planned con- struction area, as outline-in the scope of work.' ' The scope of work shall include all services and materials necessary to. accbmpl ish the work as indicated below: (A complete listing of services to be furnished by the CON- SULTANT shall be provided = Exhibit "A".) Scope of Work t• I. Location of Roadway A. Locate Existing Roadway Centerline - Approximately 18,000 feet 1. Computed and described centerline to be a maximum of 2.0 feet from as-built centerline. err r,.sr 2. Locate Cape George Wye Road, including both intersections, Cape George Road between intersections, and 500 feet beyond each intersection. 3. Location of all intersecting county roads along project centerline. B. Locate all Property Lines, Showing Stations as They Intersect Project Centerline. 1 a' .n n 4' 1 ! r ? n Y f ?r !?f f l.+ f•i,k is f .l„ 1 r' . , i. ti ,? „ fA•,, y k f1 W-W -1 i f r " ??+e cif ? .. YJ 1 I l,. r y f rtr4 ???.?a r f tf`. r A d c M1r ? t y . y? M1 ?? q S w 1- : r , .ice ,Consultant Agreement ? ?1 This would include completion of all section subdivisions within the w project area, research ownerships of record, calculations and plotting, and related activities. C. Locate Existing Right-of-Nay. Where ownership by use exists, we will coordinate with the COUNTY t i o acqu re clear title. 1 D. Profile, Cross Section and Locate All Improvements from City Limits West, for 1.0 mile; including, but not limited.to road, utilities (overhead and underground where practical), driveways, etc. We will use 50 foot stations i with additional stations a i s requ red. 4 II. Mapping A. Maps of Roadway 1. Overall horizontal mapping on 10" x 36" format suitable to be used .-.on standard federal aid right-ofway sheets, to be agreed Upon during " project. Scale, 1 = 100'. 2. Plan and profile mapping of one mile, horizontal scale I" = b0', ver- tical scale to be determined, Cross sections scale to be determined. I B. Maps to be Produced Using State Standard Mapping Symbols C. Stationing to.Begin at Cape George Road III. Munumentation A. All Control Points shall be Referenced for Future Use and Shall be of 'a Permanent Material. ; B. Bench Marks shall be Clearly Shown and Shall be as Permanent as Practical. C. All Centerline Points (PC's, PT's, etc.,) Shall be Monumented by Surveyor; Material to be Supplied b COUNTY F y . ee for munumentation will be adjusted if quick installation material i r id s p ov ed for monumentation. IV. Total Fee - Lump'Sum V. Survey Method U A. Work to be Done on Washington Coordinate System. B. Work to be Done with Second Order or Better Accuracy C. Separate Closed Loop - Horizontal control scheme to be provided and used for location work as R Yul ytit r _ . t, e ' h 0. Vertical Control to be Related to National Geodetic Vertical (NOAH) Datum. - ?y{?f 1ch VI. Length of Contract Allow 90 days from Notice to Proceed, provided that change in scope of Work or inclement weather could affect this time period. -2- wwww? ry ? p? ,??? y? y?y p ? fd ?'?r.dlil ?l T ' ^ ! .?,? ?"? R?1? ?{ ?' i k 71 - I Ea7 hd ? r A ' ?[ z y I S., ? I r 1? r ? r +v 1 I I r ?f?, N,,_ - r p° R ' ./ .... ` p. xr aro.. iw? Y' ;, u .. Consultant Agreement 19 19 l Prepare plans in accordance with standard practices of the STATE for plans pre- pared by its own staff. Procedures shall be consistent with the provisions of th e current edition of the Department of Transportation "Design Manual" and amendments thereto. The CONSULTANT shall perform all work described in this Agr•eement.necessary to the complete design of the project to conform with the policies and standards set forth i n Section II. so certifiedebylthe CONSULTANT. ThedCONby a SULTANTIwill check be held respons blefor a the shall accuracy the work, even.though the work has been accented by the COUNTY. II . DESIGN CRITERIA " The COUNTY will designate the basic premises and criteria for the design. Reports and plans, to the extent feasible, shall be developed in accordance with the latest editio . n and amendments of the following: 1.• Washington State Department of Highways, "Standard Specifications for Road and Bridge Construction". r 2. Washington State Department of Highways, "Standard Plans for Road and Bridge Construction". 3. Washington State Department of Transportation, "Design Manual". 4. Washington State Department of Highways, "Bridge Design Criteria' 5. Washington State Department of Highways, "Manual of Highways Hydraulics".., 6. Washington State Department of Highways, "Material Laboratory Outline". 7. Highway Research Board's Manual entitled, "Highway Capacity". i" 8. FHWA and Washington State Department of Highways, "Manual on Uniform Traffic' Control Devices for Streets and Highways". 9. Washington State Department of;Transportation "Construction Manual". a ' 10. All applicable standards, policies, or guides as provided io.Volume b, Chapter 2, Section 1, Subsection 1, of the Federal Highway Program Manual (FHPM), Design o Standards for Federal-aid Projects, U.S. Department of Transportation, Federal. Highways Administration. 11. Standard drawings prepared by the COUNTY and furnished to the CONSULTANT shall be used as a guide in all cases where they fit design conditions.' t Al ;a ` ? ? + - ITEMS TO BE FURNISHED TO III THE CONSULTANT BY THE COUNTY The COUNTY will furnish the CONSULT ANT copies of the plans, profiles cross-sec- t` } tions or documents which are available to , the COUNTY that will facilitate the preparation of the plans and studies whthin the limits of the project. (A complete list of applicable r J documents shall be included.) ? -3- ? 1'i!'sA',i., ?;z,. o .,, .. :'?;?,ts pmr^.?m°.r-?wnarx?e•. : .. ....,,. ?__.____._.. E C s ' a 'fAw ti i _ Consultant Agreement A0k DOCUMENTS TO BE FURNISHED BY THE CONSULTANT The following documents, exhibits or other presentations for the work covered by this Agreement shall be furnished b th y e CONSULTANT to the COUNTY upon completion of the theie photogra projct5e hic h t k A h t n u g h p s all become and may negatives remain the property of the COUNTY without restriction: and bea used sbys?t in 1. Two-(2) copies of the completed drawings prepared from the work preformed under this Agreement.- 2- One .(1) set of all sheets comprising the set of plans reproducibles on permanent scale stable . 3. A-copy_of all survey notes taken by the CONSULTANT. 4. 'One `(1)'copy of the quantity and design computations for the 'Work performed under this agreement. V , TIME OF BEGINNING AND COMPLETION The CONSULTANT shall not begin.work under the terms of this Agreement until.autho- rized in writing by-the COUNTY' The ti me required, in calendar•days; for completion 'of*-.-. all work under this Agreement shall be 90 days followin itt g wr en authorization to begin. Established completion time shall not be extended because of any unwarranted delays attributable to the CONSULTANT but ma b , y e extended by the COUNTY in the event of a delay attributable to-the COUNTY or because of unavoidable dela s ca o b y g use y an act of God or. vernmental actions.. or other conditions beyond the control of the CONSULTANT. Delays- attributable to or caused by one of the parties hereto amounting to 25 days or more affecting the completion of th e work may be considered a cause for renegotiation or termination.of this Agreement by the other party. VI PAYMENT The CONSULTANT shall be paid by the COUNTY for completed work for services rendered under this Agreement as provided hereinaft er. Such payment shall be full compensation for work performed or services rendered and for all labor t i , ma er als, supplies, equipment and incidentals necessary to complete the work. A. Payment for work accomplished under the terms of this Agreement shall be a lump sum in the total amount of Seventeen Thousand Dollars ($17 000 , , .00). B. The CONSULTANT shall provide the COUNTY with a breakdown of costs (including overhead and profit) for th ? i 7gAl e different portions of the work as outlined in the Scope of Work. , yy i•. , C. All vouchers shall be submitted b the CONSULTANT to the COUNTY for payment pursuant to the terms of this A t Th reeme 1 g n . e COUNTY shall pay the appropriate amount of each voucher to the CONSULTANT. -4- a = '' k consultant Agreement The-CONSULTANT may submit vouchers to the COUNTY NOT OFTENER THAN once per i month during the progress of the work for partial payment for project com- pleted to date. Such vouchers will be checked by the COUNTY and payment will r be made in the amount (thereof as has been) found to' reasonably repre sent the value. of the partially completed project less the amounts previously paid, s until such time as all obligations have been fulfilled. t D. Final payment of any balance due the CONSULTANT of the untimate gross amount 1 earned will be made promptly upon its ascertainment and verification by the COUNTY after the completion of the work under this Agreement and its acceptance u` _ by the COUNTY and the receipt of the plans, maps, notes, reports and other re- lated documents-which are.required to be furnished under this Agreement. E. The cost records and accounts pertaining to the Agreement are to be kept avail- able for inspection by representatives of the COUNTY for a period of three (3) years after final-payment. Copies,shall be made available upon request.' F. Payment for extra work performed under this Agreement shall be paid as agreed. to by the parties hereto in writing at the time extra work is authorized. a G. A short narrative progress report shall. accompany each voucher for progress payment. The report shall include discussion of any problems and potential t' causes for dealy. s .r :.. VII ` EMPLOYMENT. G y a The CONSULTANT warrants that he had not employed or. retained any company ?q other than a bona fide employee working solely for the CONSULTANT, to solicit or ? secureon,; this'contract and that he has not paid or agreed to pay any company or person, other-than b a bona fide employee working solely for the CONSULTANT, any fee, commission, percentage, brokerage fee, gifts-or any other consideration, contingent upon or resulting from the award or making of this contract. For breach or violation of this warranty, COUNTY shall have the right to annul this Agreement without liability, or in its discretion to deduct , from the Agreement price or consideration or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee. work -emplreoyees R by thetCONSULTANTAunderhthiseAgreement,.'shallrbenconsideredny mightyarisefunthe derCtheUWorkman'?syCoand not of mpensation tActCOUNTY behalf ofysaand all claim that id employees, whichmso en- gaged and any and all claims made by a third party as a consequence of any negligent act or omission on the part of the CONSULTANT'S employees, while so engaged on any of the work or services provided to be rendered herein, shall be the sole obligation and responsibility 'mr of the CONSULTANT. The CONSULTANT shall not engage,.on a full or part-time basis, or other basis, dur- ing the period of the contract, any professional or technical personnel who are or have 6 gtiY been at any time during the period of this contract, in the employ of the COUNTY, except y} regularly retired employees, without written consent of the public employer of such person. ' If during the time period of this Agreement, the CONSULTANT finds it necessary to r Y increase his professional, technical or clerical staff as a result of this work, he will actively solicit minorities through his advertisement and interview process. Y ph , , i .r,- 5•, YS ?i\? r 7'1 Sts ???,yy? Cx' ?.>?irt?w ?•-1n F4.t«.??r?r? k ,? ?v?,?^'•°?? r x. rr5 `+4i l r r l ' h9vrlk, n . ,• _ 'J?C fd, lnl?d N r r `, ? 1 r C, f:' Y Y ?t lrlf}} ( 1 ? r],1,1 r r¦` 1 f ri y L .SifY'•lr?(pRl ?a:r .a. ,i , ti e.Nw.N?F YFFThflMNl VIII ,F CHANGES IN WORK The CONSULTANT shall made such revisions in the work included in this Agreement as are necessary to correct errors or omissions appearing therein, when required to do so by b the COUNTY, without additional compensation. Should the COUNTY find it desirable for its own purposes to have previously satis- factorily completed work or parts thereof revised, other than minor revisions within the scope of the-work, the CONSULTANT shall make such revisions, if requested and as directed R. by the COUNTY in writing. This work shall be considered as EXTRA WORK and will be paid for as provided in Section VI. All extra work shall be submitted as a supplement to the basic Agreement and approved by the COUNTY before the work is undertaken. IX 7 TERMINATION OF AGREEMENT A. The COUNTY--reserves the right to terminate this Agreement at any time upon not less Y than ten (10)•days written notice to the CONSULTANT. B. In the event of the death of a member, partner or officer of the CONSULTANT, or any of its supervisory personnel assigned to the project, the surviving members of the CON SULTANT hereby agree to complete the work under the terms of this Agreement, if re- quested to do so by the COUNTY. This section shall not be a'bar to renegotiations of this Agreement between surviving members of the CONSULTANT and.the COUNTY, if the COUNTY so chooses. C. In the event this Agreement is terminated under any of its terms prior to completion of the work, a final payment shall be made to the CONSULTANT which, when added to any payments previously made, shall total the same percentage of the amount which would have been due if the work had been fully completed as the work completed at the time of termination bears to the total work required under the Agreement. The same basis for estimating the costs set forth in Exhibit "A" shall be used for work uncompleted to estimate the total money that would have been due if all work had been camp' eted . If the total to notice of terminati on accumulated payments made to the CONSULTANT prior ' exceeds the total amount that would be due computed as set orth hereinaboJe, then no final l payment shal f be due and the CONSULTANT shall immedi- ately reimburse the COUNTY for any excess paid. D. In the event this Agreement is terminated prior to completion of the work, the ori- ginal copies of all plans, prints, drawings and field notes prepared by the CONSUL- TANT prior to termination shall become the property of the COUNTY. X DISPUTES Any dispute concerning questions of facts in connection with work not disposed of by tagereDiementrectorbetofween the the thelmattershall referred be o final determination and conclusive on the parties to this Agreement. XI INDEMNITY 9a.? The CONSULTANT shall comply with all FEDERAL GOVERNMENT, STATE and local laws and ordinances applicable to the work to be done under this Agreement. ._ -6- 7 r j.?a ? s 51, ; Iwl? k f al k SEAL ATTEST Bet y erson, ounty u for an Ex-Off' Clerk of the Board } ? Y 5 ? l 4 ?4 Fl J'. Consultant Agreement The CONSULTANT hereby agrees to indemnify and hold the STATE and COUNTY harmless from and shall process and defend at its own expense, all claims, demands, or suits at law or equity, arising in whole or in part from the CONSULTANT'S negligence or breach of any of its obligations under this Agreement. The CONSULTANT shall-secure regular Public Liability and Property Damage Insurance Coverage in the amount of $100,000 for death or injury to any one person and Insura death or injury to two or more persons in any one occurence and $50,000 for Property00Dfamaorge in any one occurence'with any aggregate Property Damage coverage of $100,000 for two or more occurrences from an insurance company authorized to do business in the State of Washington. XII SUBLETTING OR ASSIGNING OF CONTRACTS The-CONSULTANT shall not sublit or assign any of the work covered by this-Agreement without the express consent of the COUNTY.' XIII r ENDORSEMENT OF PLANS The CONSULTANT shall place his endorsement on all plans, specifications, estimates or any other engineering data furnished by him. XIV. CERTTFICATIDN- The•"Certification of CONSULTANT" and "Certification of Agency Official", attached hereto and marked Exhibit "B" and by this reference is made a part of this Agreement. IN WITNESS NWEREOF, the parties hereto have executed this Agreement as of the day and year first above written. By' COUNTY OF i rr nctpal By: ?D reecctoor?,o u c or BOARD OF COUNTY COW4ISSIONERS ( / t TU/ /% %I/ha 0 4J C. 1, Mercer, •emlt bar: ADA EXHIBIT "B" 97 1 0 Project No. 493 County of 'Jefferson CERTIFICATION OF. CONSULTANT I hereby certify that I am. and duly. authorized representative of the firm of whose address is and that neither-I nor the above•firm I represent has: (a) employed or retained for a commission, percentage, brokerage, contingent fee or other consideration, any firm or person (other than a bona fide employee working solely for me or the above Consultant) to solicit or secure this contract., . (b) agreed, as an express or implied condition for obtaining this contract,, to employ or-retain the'services=..oiryar*e?:-firrtp-orpersorr-•iit connectio[rwlttr-.carryinT.•aut -the contract, or (c) paid, or agreed to pay, to any firm, organization or person (other than.a bona fide employee working solely for me or the above Consultant) any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or, carrying out•the contract; except as here expressly stated (if any): I further certify that the firm•I hereby represent is authorized to do business in the 'State of Washington and that the•firm is in full compliance with the requirements of the. Board of Professional Registration. Date signature r ? ' a a .`i Consultant Agreement B. G. Brown. Member -50 ,MAD . ? rcer, em 1 Fember. SEAL C. •1. Me ATTEST B4,_OY erson, unty for an EClerk of the Board -7- The CONSULTANT hereby agrees to indemnify and hold the STATE and COUNTY harmless from and shall process and defend at its own expense, all claims, demands, or suits at law or equity, arising in whole or in part from the CONSULTANT'S negligence or breach of any of its obligations under this Agreement. The CONSULTANT shall-secure regular Public Liability and Property Damage Insurance • Coverage in the amount of $100,000 for death or injury to any one person and $300,000 for death or injury to two or more persons in any one occurence. and $50,000 for Property Damage in anyone occurence with any aggregate Property Damage coverage of $100,000 for two or more occurrences from an insurance company authorized to do business in the State of Washington: - ' XII SUBLETTING OR ASSIGNING OF CONTRACTS The.CONSULTANT shall not sublit or assign any of the work covered by this-Agreement without the express consent of the COUNTY.' XIII ENDORSEMENT OF PLANS The CONSULTANT" shall place his endorsement on all plans, specifications, estimates or . any, other engineering data furnished by him. - XLV. • ,._ 'CERTTFICATION" , -The-"Certification of CONSULTANT" and "Certification of. Agency Official", attached hereto and marked Exhibit "B" and by this reference is made a part of this Agreement. 'IN WITNESS HWEREOF, the parties hereto have executed this Agreement as of the day and year first above written. BY: COUNTY OF ; Principal : ' . By: V Di rector o Public Works. 1 • BOARD OF COUNTY COK41SSIONERS C A. ff. e a, . a rom Project No. 493 Pr': County of Jefferson CERTIFICATION OF AGENCY OFFICIAL a z I hereby certify that I am the Agency Official of the County of Jefferson, Washington and that the above consulting firm or-his representative has not been requimpd- directiy or indirectly as an express or implied condition in connection with obtaining or carrying - out this contract to: (a) employ or retain, or agree to employ or retain, any firm or person, or ' (b) pay or agree to pay to any firm, person or organization, any fee, contribu- tion, donation or consideration of-any-kind,- except-as-hererexpres§ly stated" (if-any): Gate Signature ?? / :r CONSULTANT AGREE14ENT ! THIS AGREEMENT, made and entered into on this 18 8 day , Of February , 19 So , by and between the CITY/COUNTY of Grays Harbor WASHINGTON, hereinafter called the "CITY COUNTY", and the consulting firTn of CI,NTRAC ENGINEERING ASSOC. whose address is Lynnwood. V7a. the location in Washrngton StaState at I whrch work will be available for inspection, hereinafter called { t the "CONSULTANT". The STATE OF WASHINGTON acting by and through the Washington State Transportation Commission and the Department of Transportation, hereinafter called the "STATE" together with the Federal Highway Administration, hereinafter called the FHWA, administers the Federal-aid funds. WHEREAS, the CITY/COUNTY desires to accomplish this Federal- aid project, number 1IRS-ml.40(1)entitled Ewell Creek liricipe et al with the aid of sli funds provided under the Federal Highway Act o' 1976, Title 23, U.S. Code, Highways, and all amendments thereto and the rules and regulation promulgated by said U.S. Department of Transportation, in the Federal-aid Highway Program Manual, and WHEREAS. the CITY/COUNTY has not sufficient qualified en- gineering employees to prepare the necessary construction plans, specifications and contract within a reasonable time-and the CITY/COUNTY deems it advisable and is desirous of engaging the professional services and assistance of a qualified consulting engineering firm to do the necessary engineering work for the project and to develop plans, specifications and estimates. and WHEREAS, the CONSULTANT has represented and by entering into this Agreement now represents, that-he is in full compliance with the Statutes of the State of Washington for registration of pro- fessional engineers and that all personnel 'to be assigned to the work required under this Agreement are fully qualified to perform the work to which they will be assigned in a competent and•pro- fessional manner, and WHEREAS, the CONSULTANT has indicated that lie desires to do the work set forth in the Agreement upon the terms and conditions set forth below: NOW, THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: OBJECTIVES AND SCOPE OF WORK An objective of the subject construction is: to provide im- provement of the flow of traffic and increase the safety of vehic- ular traffic on Quinault South Shore Road #9340 by the replacement of the bridge crossing Ewell Creek, the bridge crossing Inner Creek, and the bridge crossing Storm Branch Creek. The scope of work shall include all services and materials necessary to accomplish the work as indicated below: i'lc). afWctY`.N Q ", R I 1. Vi j b#RS`1?1?'?. b }U M?? J n• k° ? M?; ?" A ????'? 'M ? x? , ? ? m ? r. nM v? JJ ilY-, ,1?.. •n?i.i '\,L N?f<'? ???.(y?. it (qp W?Y Provide the design, layout, plans, special provisions, estimate of cost and contract documents for the followinq: 1. Replacement of Bridge Crossing - Ewell Creek on County Road #9340 (with culverts, if feasible) 2. Replacement of Bridge Crossing - Inner Creek on County Road #9340 (with culverts, if feasible) 3. Replacement of Bridge Crossing - Storm Branch Creek on Road #9340 (with culverts, if feasible) Prepare right-of-way plans and construction plans in accord- ance with standard practices of the STATE for plans prepared by its own staff. Procedures shall be consistent with.the pro- visions of the current edition of the Department of Highways "Highways Design Manual" and amendments thereto: 1. Plans shall be prepared with such provision and in such detail as to permit the convenient layout in the field for construction and other purposes within a degree of accuracy acceptable to the CITY/COUNTY. 2. Plans shall be in such detail as to permit the develop- went of an accurate estimate of quantities for the several pertinent items of work to be performed in the construc- tion of the project. 3. The scales to be used, the lettering and general delinea- tion of the plans, shall be such as will provide legible reproduction when the plans are reduced to one-fourth of their orioinal size (50 percent reduction). 4. The minimum horizontal scale for the plans shall be "one inch equals 20 feet". 5. Construction plans will consist of a vicinity map; sheets showing the estimate of quantities;-typical sections; special sections; special details other than standard details available from the STATE'S standard drawings; special layouts; plan profile and cross sections. 6. Plans shall include complete details for the proposed drainage of the project, utility work to be performed by others, details for paving, pavement marking, sinning, signalization and city street revisions, as necessary. Plans shall show all the existing physical features, sur- face and sub-surface facilities, as determined by field survey or indicated on CITY/COUNTY or utility company records for the area included in the right-of-way, or greater, if necessary, outside the right-of-way to in- - clude pertinent details adjacent to the right-of-way. 7. Special Provisions shall be included in the contract plans for items of work which are not covered by the STATE or AP14A Standard Specifications, whichever is applicable, as may be required to properly cover the work contemplated by the plans. 8. The CONSULTANT shall furnish such pertinent information and data with respect to the plans and design as the CITY/COUNTY may request, including, but not necessarily limited to one (1) copy of the quantity and design com- putations. •2- r?,?i??rG i' r ann??G- Hl ? ?? MAI 1. 11;? r ? 5 • P9 d 9. The quantities shall be divided into parts correspond- ing to the construction contracts or as otherwise desig- nated by the CITY/COUNTY. These quantities shall be as near as possible to the actual quantities and shall not be arbitrarily increased. Cost estimates shall be based on prevailing average bid prices received on similar projects by the STATE. 10. Field surveys required to complete the plans in the Agreement shall be furnished by the CONSULTANT. The field surveys shall include sufficient-'referencing to permit the re-establishment of all necessary points to the satisfaction of the CITY/COUNTY. 11. All necessary sub-surface investigations shall be con- ducted by the CONSULTANT. The CONSULTANT shall perform all work described in this Agreement necessary to the complete design of the project to conform with the policies and standards set forth in Section II. The CONSULTANT shall prepare such information and studies as may be pertinent and necessary, or as may be requested by the ':!TV/COUNTY, in order to pass critical judgment on the features of the work. The CONSULTANT shall make such minor changes, armndments or revisions in the detail of the work as may be required by the CITY/COUNTY. This item does not constitute an "Extra Work" item as related in Section VIII of the Agree- ment. When alternates are being considered, the CITY/COUNTY shall have the right of selection.:. The CITY/COUNTY will supervise construction and provide construction engineering services, including the review and approval of all construction drawings during construction, as required, however, the CONSULTANT when requested by the CITY/ COUNTY, shall without additional compensation give general advice and make a maximum of three (3) visits to the site for explanation of plans and to generally review the project. . The Department of Transportation and Federal Highway Ad- ministration shall have the riaht to initiate conferences be- tween the CONSULTANT and the CITY/COUNTY and to participate in the review and examination of the work in progress. The plans and specifications shall be verified by a cam- plete check by the CONSULTANT and shall be so certified by the CONSULTANT. The CONSULTANT will be held responsible for the accuracy of the work, even though the work has been accepted by the CITY/COUNTY. Ii DESIGN CRITERIA The CITY/COUNTY will designate the basic premises and cri- teria for the design. Reports and plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments of the following: -3- ll? f ?l i f L ?' 4 ?; ' ?l f r f? ' 4 . 1 gg A£ )? ??? PROPOSED.SURVEY OF UPPER HOH RIVER ROAD: JEFFERSON COUNTY REQUIREMENTS AS OUTLINED 16 OCTOBER 1980 1.. Traverse loop w/3rd order closure. 2: State Coordinate System. 3., Identify centerline of road to 2 feet accuracy for plotting services. I+. Identify Section Line crossings between D.N.R. and I.T.T. 5• Identify occupancy lines as found in the field in Hoh shop area along R/41. 6. - Identify Homestead Entry Survey Monuments for R%W. 7. County provide plan-profile sheet for III equals 100' (Surveyor to use plan portions only.) Cost estimates shall be based on prevailing average bid prices received on similar projects by the Stale. 10. Fie urveys required to complete the plans in the Agreement shall be furnished b e Consultant. I he fie surveys shall include T sufficient referencing to permit the re-establish nt of all necessary points to satisfaction of the Agency. 77. All necessary sub-su ce investigations shall be conducted b e Consultant. The Consultant shall perform all work scribed in this Agree t necessary.to complete design of the project to conform with the policies and ndards set fo in Section II. The Consultant shall prepare such information and s 'es as may be pertinent and necessary, or as may be requested by the Agency, in order to pass critical ' dgme n the features of the work. The Consultant shall make such minor changes, amendments or r isions in the tail of the work as may be required by the Agency. This item does not constitute a Extra Work" item a elated in Section VIII of the Agreement. When alternates are being consider the Agency shall have th ight of selection. The Agency will supervise co ruction and provide construction engineering ee((vices, including the review and approval of all const lion drawings during construction, as required, howel? r, the Consultant when requested by the Agen , shall without additional compensation give general advise an ake a maximum of three (3) visits to a site for explanation of plans and to generally review the proje The Dep ment of Transportation and Federal Highway Administration shall have the right i confe nces between the Consultant and the Agency and to participate in the review and examination wo in nroerpss. The plans -*Tw? shall be verified by a complete check by (lie Consultant and shall be so certified by the Consultant. The Consultant will be held responsible for the accuracy of the work, even though the work has been accepted by the Agency. 0 DESIGN CRITERIA The Agency will designate the basic premises and criteria for the design. Reports and plans, to the extent feasible, shall be developed in accordance with the latest edition and amendments of the following: A 1. Washington Stale Department of Transportation "Standard Specifications for Road and Bridge Construction." 2. Washington State Department of Transportation, "Standard Plans for Road and Bridge Construction." 3. Washington State Department of Transportation, "Highway Design Manual." t . ? 4. Washington State Department of Transportation, 'Bridge Design Criteria.' ' 5. Washington State Department of Transportation, "Manual of Highways Hydraulics." 6. Washington State. Department of Transportation, "Material Laboratory Outline." 7. Highway Research Board's Manual entitled, "Highway Capacity:' B. PWHA and Washington State Department of Transportation, "Manual on Uniform Traffic Control Devices for Streets and Highways.'" ' 9. Washington State Department of Transportation, "Construction Manual." r 10. Washington State Department of Transportation, "Local Agency Guidelines." 11. Standard drawings prepared by the Agency and furnished to the Consultant shall be used as a guide in all cases where they fit design conditions. 4 }j ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE AGENCY The Agency will furnish the Consultant ypar?. "r? J.?r "-P available to the Agency that will facilitate the preparation of the tans a? -Wr docu the is which of the project. (A complete list of applicable documents shall be included.) IV DOCUMENTS TO BE FURNISHED BY THE CONSULTANT The following documents, exhibits or other presentations for the work covered byasesthis Agreement shall be furnished by the Consultant to the Agency upon completion of the various ph of the work. All such material, including photographic negatives used in the project, shall become and remain the property of the Agency and may be used by it without restriction: 1. Two (2) copies of the completed ")m+wt drawings prepared from the work performed under this Agreement, i!? Tr.a (;=, ,-r;.?Nhe•.t1et,1iled-estirnat 3. One (1) set of all sheets comprising the set of contract plans on permanent scale stable reproducibles, together with one (1) copy of all reports, drawings, etc., appertaining thereto, plus an equal number of revised copies, if review disclosed that revisions are necessary. 5. One (1) copy of all survey notes taken by the Consultant. 6. One (1) copy of the ryswuu Agreement. ks computations for the work performed under this I i I r + i , ? r rap' '? rr f 1, I ' ( ?i d ? 4 . i l r n . I <I °91 / I P Vv V TIME OF BEGINNING AND COMPLETION The Consultant shall not begin work under the terms of this Agreement until authorized in writing by the Agency. The time required, in calendar days, for completion of all work under this Agreement shall be days following written authorization to begin. Established completion time shall not be extended because of any unwarranted delays attributable to the Consultant, but may be extended by the Agency or because of unavoidable delays caused by an act of God or governmental actions or other conditions beyond the control of the Consultant. Delays attributable to or caused by one of the parties hereto amounting to days or more affecting the completion of the work may be considered a cause for renegotiation or termination of this Agreement by the other party. VI PAYMENT (Cost Plus Net Fee) The Consultant shall be paid by the Agency for completed work for services rendered under this Agreement as provided hereinafter. Such payment shall be full compensation for work performed or services rendered and for all labor, materials, supplies, equipment and incidentals necessary to complete the work. A. Payment for work accomplished on the basis of Consultant's actual cost plus a net fee. The actual cost includes direct salary cost, overhead and direct non-salary cost. 1. The direct salary cost is the salary expense for professional and technical personnel and principals for the time they are productively engaged in work necessary to fulfill the terms of this Agreement. The direct salary costs are estimated to be approximately Dollars ($ 1 as set forth in the attached Exhibit "A" and by this reference made a part of this Agreement 2. The overhead costs as identified on Exhibit "A" are determined as ", of the direct salary cost. The overhear) costs are estimated to be approximately Dullars, l? ) as sM forth in Ih'e attached Fxhibil "A" and by this reference made a part of this Agreement. Me overhead cost rate is an estimate haled on currently available accounting information and shall be used for all progress payments over the period of contract. The final overhead cost rate is subject to adjustment baser) on an audit performed hy,the Agency, the State, or Federal Highway Administration at the completion of the prof . S. The direct non-salary costs are those costs directly incurred in fulfilling the terms of this Agreement, including, but not limited to travel, reproduction, telephone, supplies and fees of outside consultants. The direct non-salary costs are estimated to be approximately Dollars (b _I as set forth in the attached Exhibit "A" and by this reference made a part of this Agreement. A}`p ff ?,(I?'L4 rlr " Ott .;AI h l n {t I OBJECTIVES AND SCOPE OF WORK The objective of the Agreement is to provide engineering services necessary for the preparation of all plans, *e64-4k- and other documents for the Project as described in attached Exhibit "B." The scope of work shall include all services and materials necessary to accomplish the work as indicated in attached Exhibit •'B": (A complete listing of services to be furnished by the Consultant shall be provided.) ' .. ) ffheel are construction plans in accordance with standard practices of the STATE for plans prepare/yout . to Procedures shall be consistent with the provisions of the current edition of the Deransp Cation "Highways Design Manual" and amendments thereto: (e.g.) 1. Pla shall be prepared with such provision and in such detail as to permit the convenithe d for construction and other purposes within a degree of accuracy accep 2:= Plans shall be such detail as to permit the development of an accurate esti a of quantities for the several per ent items of work to be performed in the constructi of the project. 3. The scales. to be use the lettering and general delineation of the lans,.shall be such as will provide legible reprodu n when the plans are reduced to one- urth of their original size (50 percent reduction). - - 4. The minimum horizontal scale in he plans shall be "one ch equals 50 feet" for channelization plans and "one inch equals 20 fe " for signalization lans. - 5. Construction plans will consist of a vicinit ap; s ets showing the estimate of quantities; typical sections; special sections; special details of r an standard details available from the State's standard drawings; special layouts; plan pr i and cross sections. 6. Plans shall Include complete details for a propose drainage of the project, utility work to be performed by others, details for pa ng, pavement m king, signing, signalization and city street revisions, as necessary. Plans shal ow all the existing p sical features, surface and subsurface facilities, as determined by fiek urvey or indicated on Age or utility company records for the area included in the right-o vay, or greater, if necessary, o side the right-of-way to include pertinent details adjacen o the right-nf-way. 7. Special Provisions s be int lulled in IN, t untrdr I plans fur itenn ul wr Is whir h art, not covered by the State or WA Standard Specifications, whichever is applicable, s may be required In properly cove the work conlemplated by the plans. s? 8. The C cant shall furnish such pertinent information and data with respect t the plans and desig s the Agency may request, including, but not necessarily limited to one ( I opy of the qu ity and design computations. The quantities shall be divided into parts corresponding to the construction contracts as otherwise designated by the Agency. These quantities shall he as near as possible to the act al ntities and shall not be arb rardv increased, 2 4a. ro %J 4 - { 9??p? i I ( tV'ti a r G G5v 1k, , , n ?YY l ` - 4 .S r y Mstl"? c , t I r } t 1 ? 11 LV,. ?x?e 4 i ? 4Sp;' is 4+, f sw CONSULTANT AGREEMENT FOR PRELIMINARY ENGINEERING THIS AGREEMENT, made and entered into on this , day of , 19by and between the CITY/COUNTY OF , WASHINGTON, hereinafter called the "AGENCY;' and the counsulting firm of whose address is , the location in Washington Stale at which work will be available. for inspection, hereinafter called the "CONSULTANT. %6`r 41 _41 WHEREAS, the FEDERAL GOVERNMENT through its Department of Transportation and Federal Highway Administration, pursuant to Tide 23, U.S. Code, has established a program of Federal-aid to the states designated as the Federal-aid Program, with a general purpose to increase the safety and capacity of roads in the United States, and c desires to accomplish this Federal-aid project, number entitled with the A of funds provide Transportation Assistance Act of 1978, Titl 23, U.S. Code, Highwa n ments thereto and the rules an r mulgated by said U.. e rans ortation, in the Federal-aid Highway Program Manual and WHEREAS, the Agency has not sufficient qualified engineering employees to prepare the necessary construction plans, specifications and contract within a reasonable time and the Agency deems it advisable and is desirous of engaging the professional services and assistance of a qualified consulting engineering firm to do the necessary engineering work for the project and to develop plans, specifications and estimates, and WHEREAS, the Consultant has represented and by entering into this Agreement now represents, that he is in full compliance with the statutes of the State of Washington for registration of professional engineers and that all personnel to be assigned to the work required under this Agreement are fully qualified to perform the work to which they will be assigned in a competent and professional manner, and WHEREAS, the Consultant has indicated that he desires to do the work set forth in the Agreement upon the terms and conditions set forth below: NOW, THEREFORE, in consideration of the terms, conditions, covenants and performances contained herein below, the parties hereto agree as follows: ?'_ . , C ?'v !§ x / -. Yee-:I.%J16/iklt -A«irve./ripF ':'• -' C.?- wryer/ it I- le. d? '/".4 4 ? . o J? • --i '?.? H ?eifo?o?. ferr.-rte. ?o it/o .?e - ?'wr? u?ohq 7yP rcixPf .__ '.-- : _.. ?i?...?. ietcrrra r+i.. r Yb?a e. •L/? ..r r? .r?ot' ? ? Gy.- d' //?? -._, ?-_.`??'? •fw /?! S'- ' vril..?-lviZr...Q-..1'CC.f7'.. s?`'_ ?. ?rzr.?' :?OD?. ?. _- __ _ 0 T a rc?v.rPd 77 o?j?h? -f F ?o. w - - ir ex_ ai. ?oln.d-:.7?./vP --- --------- -? I '. -7 .?d? ?. N.oor?icwlr w?2- ?J?. Gnd...:.CU.??.H?.s,l ?a-c? ? _ lle_-. dear ___ T/AYev1Y_-; r Juf !? i r,r•G.f B vio- _. -- r 7 ? ? ? ???rri 4 Y r ? k . ? X ?h '- ?'? ? „'??-. y?8a ?Eb.'??r ? ? '?..?.?+"1^ N?kii _ ??'xav ?"w?vc?•w4.r?. _ _-.ru>:aara?"_ ._ la... ? , s "± PROPOSED.:SURVEY OF UPPER HOH RIVER ROAD: h ?3pp JEFFERSON COUNTY REQUIREMENTS AS OUTLINED 16 OCTOBER 1980 1. Traverse loop w/3rd order closure . F ' 2. State Coordinate System. F 1 2? 3. Identify centerline of road to 2 feet accuracy for plotting y services. ; Identify Section Line crossings between D.N.R. and I.T.T. 6 5• Identify occupancy lines as found in the field in Hoh shop area along R/w. 6. Identify Homestead Entry Survey Monuments for R/W. 7• County provide plan-profile sheet for 111 equals 1001 F „ (Surveyor to use plan portions only.) 7 , aC FA '. I 1 " " y 1 .1 ?r I ?"? N, 11 l f x? ` ?M i 4 ? I R? I4 f 1 i 1 i ed t 1)( A i 1 4? 1 64 - f ?f ? 1: 1 1 4^ t I i .. l l , 4 i L fp w--, N 77,,'7'7L 4 ? '.?. may'', - - '? '?yrXl?A,??5p???{? t Wl Yiw `F r5439'-- CONSULTANT AGREEMENT K THIS AGREEMENT, made and entered into on this day of? 19?, C LINTY", and shin tan ereinafter calla the NA - x by and between the County of Jefferson, Wa g , e. - the consulting firm of Clark & Associates, whose address is 315-East Eighth Street, Port l a Angeles, Washington, the location in'Washington State at which work will be available for inspection, hereinafter called the "CONSULTANT". WHEREAS,. the COUNTY has not sufficient engineering employees to prepare the neces sary construction plans, specifications and contract within a reasonable time•and the COUNTY deems it advisable and is desirous of engaging the professional services and assis- tance of a qualified consulting engineering firm to do the'necessary engineering work for this projeet,•and ` WHEREAS, the CONSULTANT has represented and by entering into the Agreement now re-- ; presents, that-he is in full compliance with the statutes of the State of Washington for registration of professional engineers and/or land. surveyors and that all personnel to be • assigned to the-work required under this Agreement are fully qualiffed'to perform the. work to which they will be assigned in a competent ant professional manner, and WHEREAS, the CONSULTANT has indicated that he desires to do the work as set forth in the Agreement upon"the terms and, conditions set forth below ` NOW, THEREFORE,-in consideration of the terms, conditions, covenants and perfor mantes contained herein below, the parties hereto agree as follows: ~ OBJECTIVE AND SCOPE OF WORK An objective of the•subject construction is: to provide sufficient field'informa- t ' tion, as,outlined in the scope of work, to allow the COUNTY to plan, design and estimate S costs for improvements to Hastings Avenue, County Road No. 40. .a Another objective is to: provide maps showing existing right-of-way and Voad Toca-: ` tion on all other protions of Hastings Avenue, County Road No. 40, not in the planned con- struction area, as outline-in the scope of work: The scope of work shall include all services and materials necessary -toaccbmplish the work as indicated below: (A'complete listing of services to be furnished by the CON- SULTANT shall be provided.? Exhibit "A".) Scope of Work I. Location of Roadway fi A. Locate Existing Roadway Centerline - Approximately 18,000 feet it I 1. Computed and described centerline to be a maximum of 2.0 feet from i s i' ' as-built centerline. ?' ?? 1 t rl! , L` 2. Locate Cape George Wye Road, including both intersections, Cape George Road between intersections, and 500 feet beyond each intersection." M 3. Location of all intersecting county roads along project centerline.' r v f ";a B. Locate all Property Lines, Showing Stations as They Intersect Protect Centerline. y P t i -f ? f . r?l t . 1 ( ?r , Y y aM Mf. ?tti ? .. i r?? r y5}, Z y? ^4 '1`ftT i f , r r , 1 l1? 1 1 ?? S t! try, ?Jr ?(, dy',lGj1 ??y k(p e>u?r .Consultant Agreement This would include completion of all section subdivisions within the project area, research ownerships of record, calculations and plotting, and related activities. C. Locate Existing Right-of-Way. Where ownership by use exists, we will coordinate with the COUNTY to acquire clear title. D. Profile, Cross Section and Locate All Improvements from City Limits West , for 1.0 mile; including, but not limited.to road, utilities (overhead and underground where practical), driveways, etc. We will use-50 foot stations with additional stations as required. II. -flapping A. Maps of Roadway is Overall horizontal mapping on 10" x 36" format suitable to be used .-on standard federal aid right-ofway sheets, to be agreed upon during " j project. Scale, 1 = 100'. 2 Plan and profile mapping of one mile, horizontal scale 1" = 50' ver- , tical scale to be determined, -Cross sections scale to be determined. B. Maps to be Produced Using State Standard Mapping Symbols j` % C. Stationing to.Begin at Cape George Road III. Munumentation A. All-Control Points shall be Referenced for Future Use and Shall be of •a Permanent Material. B. Bench Marks shall be Clearly Shown and Shall be as Permanent as Practital_ C.. All-:Centerline Points (PC's, PT's, etc.',) Shall be Mondmented by Surveyor; Material to be Supplied by COUNTY. Fee for monumentation will be adjusted if quick installation material is provided for monumentation - . IV. Total -';Fee Lump Sum s ; r r V. Survey Method r. A. Work to be Done on Washington Coordinate System. B. Work td be Done with Second Order or Better Accuracy C. Separate Closed Loop - Horizontal control scheme to be provided and used ' i for location work. D. Vertical Control to be Related to National Geodetic Vertical (NOAA) Datum . VI. Length of Contract Allow 90 days from Notice to Proceed, provided that change in Scope of Work or ,. inclement weather could affect this time eriod la cbt,? p . ,. r1'Pd?ikn1S -2- to. 1A Consultant Agreement wt Prepare plans in accordance with standard practices of the STATE for plans pre- pared by its own staff. Procedures shall be consistent with the provisions of the current r edition of the Department of Transportation "Design Manual" and amendments thereto. shall to conform with described the r policies handAstandardsn et o?tinthe Section II. + The plans shall be verified by a complete check by the CONSULTANT and shall be so certified by the CONSULTANT. The CONSULTANT will be held responsible for the accuracy of ; t the work,•even•.though the work has been accented by the COUNTY, • II DESIGN CRITERIA . The COUNTY Will designate the basic premises'arld criteria for the design. Reports ? and plans, to the extent feasible, shall be developed in accordance with the latest,edition and amendments of the following: (e.g.) 1.• Washington'State Department of Highways, "Standard Specificatioris:for Road and Bridge Construction". 2: Washington .State Department of Highways,""Standard Plans for Road and Bridge Construction". 3 4ashingt6n State Department of Transportation, "Design Manual". ? w 1 4. Washington State Department of Highways, "Bridge Design Criteria". I 5. Washington State Department of Highways, "Manual of Highways • Hydraulics'. 6. Washington State Department of Highways, "Material Laboratory Outline". 7. Highway Research board's Manual entitled, "Highway Capacity". ,, 8. FHWA and Washington State Department of Highways, "Manuai'on Uniform Traffic Control Devices for. Streets and Highways". 9. Washington State Department of.Transportation "Construction Manual". '10. All applicable standards, policies, or guides as provided in.Volune*6,'ehapter 2, Section 1, Subsection 1, of the Federal Highway Program Manual (FHPM)" Design Standards for Federal-aid Projects, U.S. Department of Transportation; Federal Highways Administration. 1 ayi + 11. Standard drawings prepared by the COUNTY and furnished to the CONSULTANT shall tali+:Yy? { be used as a guide in all cases where they fit design conditions.' III +' ? ? d 5 ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE COUNTY The COUNTY will furnish the CONSULTANT copies of the plans, Profiles, cross-sec- ?';• ,'??° ?? ???`?. ' ;s Lions or documents which are available to the COUNTY that will facilitate the preparation t r of the plans and studies whthin the limits of the project. (A complete list of appllcab;r, 1# ui r i documents shall be included:) r ,,?i 4 C }+ I' 1 ' Is -3_ t Mfr ?+ r ?!? t 47 77 71 ?'?f i r ,..; ihX r J, s? 7? r j -"°--??a ':. saroisR4acm.•na?tv?a ,a .g.... q?"S ?cra4. 't?,w.?+ran? ???? .oar ?:- " Consultant Agreement IV DOCUMENTS TO BE FURNISHED BY THE CONSULTANT The following, documents, exhibits or other presentations for the work covered by this Agreement shall be furnished by the CONSULTANT to the COUNTY upon completion of the various phases of the work. All such material, including photographic negatives used in the project, shall become and remain the property of the COUNTY and may be used by it without restriction: Two-(2) copies of the completed drawings prepared from the work preformed.under this:Agreement:' 2.-, One•(1) set of all sheets comprising the set of plans on permanent scale stable reproducibles. 3 -A-copy of"all survey notes taken by the CONSULTANT.- 4.: 'One (l ) copy-of the quantity .and design computations for therwork performed under. his agreement. V ". TIME OF BEGINNING AND COMPLETION The CONSULTANT: shall not begin.work under the terms of this Agreement until •autho rized in writing by-the COUNTY:- The time required, in calendar•days; for•completion -of• all work under this Agreement shall be 90 days following written authorization to begin. Established completion time shall not be extended because of any unwarranted delays attributable to the CONSULTANT, but may be extended by the COUNTY in the event of a delay attributable to-the COUNTY or because of unavoidable delays cause by an act of God or . governmental .actions- or other conditions beyond the control of the CONSULTANT. Delays- -attributable to or causedby one of.the parties hereto amounting•to 25 days or more affecting;'the completion of the work may be considered a cause for renegotiation or termination.of=this Agreement by.the other party. " VI PAYMENT The CONSULTANT.shall'be paid by the COUNTY for completed work for services rendered under this Agreement as provided hereinafter. Such payment shall be full compensation for work performed or services rendered and for all labor, materials, supplies, equipment and incidentals necessary to complete the work. A. Paymen.i 'for work accomplished under the terms of this Agreement shall be a lump sum in the total amount of Seventeen Thousand Dollars, ($17,000.00). :B. The CONSULTANT shall provide the COUNTY with a breakdown of costs (including overhead and profit) for the different portions of the work as outlined in the Scope of Work. C. All vouchers shall be submitted by the CONSULTANT to the COUNTY for payment pursuant to the terms of this Agreement. The COUNTY shall pay the appropriate amount of each voucher to the CONSULTANT. .4- Rn h? r rg " Consultant Agreement " w The CONSULTANT may submit vouchers to the COUNTY NOT OFTENER THAN once per month during the progress of the work f i ' r or part al payment for proj ect com- p ted'to date. Such vouchers will be checked by the COUNTY .< and p ayment will be made in the amount (thereof as has been) found to*reasonably represent the value of the partially com let d " a p e project less the amounts previously paid, until such time as all obligations have been fulfilled. D. Final payment of any balance due the CONSULTANT of the untimate gross amount earned will be made promptl u it F y pon s ascertainment and-verification .by the - COUNTY after the completion of the work under this Agreement a d i b ' ' ; o" n ythe ts acceptanc COUNTY and the receipt of the plans, maps, notes, reports and other re_ dated documents rwhich are required t b e k . . o e furnished under.this Agreement; ' € E. 'The cost reeores and accounts pertaining to the Agreement are to'be kept Avail:- -able for inspection by representati ves of the COUNTY for a period of three (3) years after final-payment. Copies. shall he made available upon r ' i equest,. F. Payment for extra work performed under this Agreement-shall be paid as agreed, to by the parties hereto in writing at the time ext k h ' V ra wor is authorized. n Y G. A short narrative progress report shall ac . company each voucher for payment. The report shall include discussion of an progress Y Problems and caus ote s f ti l p _ e n a or dealy. R ... YII"' r EMPLOYMENT. ° The CONSULTANT warrants that he had not employed or retained any company gr person, other than a bona fide employee working solely for the CONSULTANT ,: ". i '-, to solicit or secure this contract and that he has not paid or agreed to pay any company or person, other-than a bona fide employee working solely for the CONSULTANT , any fee, commission, percentage, brokerage fee, gifts-or any other consideration, contingent upon or resulting from the award or making of this contra t F ' ' c . or breach or Violation of this warranty. COUNTY shall have the right to annul this. Agreement without liabilit a y. from the Agreement price or consideration or otherwise coverm tits he full amount ofdsucht fee, commission e t i , p rcen age, brokerage fee, gift or contingent fee. r Any'agd all employees of the CONSULTANT, while engaged in the • . work or services required by the CONSULT ny ANT under this Areement,.'shall.be considered employees of the CONSULTANT only and not of the COUNTY and any and all cl mi ht i i ' g a ar ms that may or se under the Workman's Compensation Act on behalf of said employees, which so en- g n a a l a , nce of or omission the part ofmthe on CONSULTANT'S empl yees,awhileesoeen a or daon yl i f t : r vg' :.' g g serv ces o he work an provided to be rendered herein, shall be the sole obligation and responsibility of the CONSULTANT. u P The CONSULTANT shall not engage,.on a full or part-time basis, or other basis, dur ing the period-of-the contract, any professional or technical ' aL? ? ,. personnel wFio are, or have been at any time during the period of this contract, in the employ of the COUNTY regularly retired em except lo ees i h , p y , w t out written consent of the public employer of such person 1 :F If during the time period of this Agreement, the CONSULTANT finds it necessary to increase his professional, technical or clerical t f s a f as a result of this work, he will actively solicit minorities, through his advertisement and interview roc ' r ? p ess. 2r „ y,1, Al - •f Ff SH 1 { f • k { f ? t G ? r lw- r O t t 7 t Y 1 4 t' y I •r ( \ {?V ' aril r. N ri?: A L {{ v r t Sd S. ,t A 2 Consultant Agreement VIII CHANGES IN WORK The CONSULTANT shall made such revisions in the work included in this Agreement as or omissions appearing therein, when required to do so by are necessary to correct errors without additional compensation. the COUNTY , Should the COUNTY find it desirable for its own purposes, to have previously satis- factorily completed work or parts thereof revised, other than minor revisions within the scope of the-work, the CONSULTANT shall make such revisions, if requested and as directed hall be considered as EXTRA WORK and will be paid k ' ' s This wor by the COUNTY in writing. for as provided ?1n`Section VI. All extra work shall be submitted as a supplement to the basic Agreement and approved by the COUNTY before the work is undertaken. • 3 - IX . ...' .. ... . ? max TEPJ41NATION OF AGREEMENT The COUNTY reserves the right to terminate this Agreement at any time upon not less A . than ten (10).days written notice to the CONSULTANT. 'B. In the event of the death of a member, partner or officer of the CONSULTANT, or any of its supervisory personnel assigned to the project, the surviving members of the CON- 4 ' SULTANT hereby agree to complete the work under the terms of this Agreement, if re- section shall not be a* bar to renegotiations of Thi r; vx` s ; quested to do so by the COUNTY. this Agreement between'surviving members of the CONSULTANT and,the COUNTY, if the COUNTY so chooses. t z? C. In the event this Agreement is terminated under any of its terms prior to completion to the CONSULTANT which, when added to any, d b , e ma e of the work, a final payment shall payments previously made, shall total the same percentage of the amount which would - me t h d R r' 'e e i at t have been due if the work had been fully completed as the work complete ' of termination bears to the total work required under the Agreement. The same basis for estimating the costs set forth in Exhibit "A" shall be used for that would have been due if all-work l mone t t h y ??} y a o e work uncompleted to,estimate t had been completed. If the total accumulated payments made to the CONSULTANT prior the total amount that would be'due computed as set d ; s to notice of termination excee forth hereinabove, then no final payment shall be due and the CONSULTANT' shall immedi- ra ately reimburse the COUNTY for any excess paid. .. D. In the event this Agreement is terminated prior to completion of the work,' the ori- s and field notes prepared by the CONSUL- drawin t i g s, n ginal copies of all plans, pr TANT prior to termination shall become the property of the COUNTY. X DISPUTES Any dispute concerning questions of facts in connection with work not disposed of by COUNTY shall be referred for determination to h k y e agreement between the CONSULTANT and t the Director of Public Works, whose decision in the matter shall be final and conclusive on the parties to this Agreement. XI b INDEMNITY n a SULTANT shall comply with all FEDERAL GOVERNMIENT, STATE and local laws and O The C N ordinances applicable to the work to be done under this Agreement. l ? t yr s f, C "ry` 1 1 rvS a;j. ? r a`aiL h EXHIBIT "B" Project No.. 493 County of Jefferson. CERTIFICATION OF. CONSULTANT I hereby:certrfy'that I am and duly. .. authorized representative of the firm of whose address is _ and that neither-I nor the.above .firm I'represent has: '. (a) employed or retained for a commission, percentage, brokerage, contingent fee or other consideration, any firm or person (other than a bona fide employee working solely for me or the above Consultant) to solicit or secure this contract., (b) agreed, as an express or implied condition for obtaining this contract,, to employ or-retain the`services.o!Wr. y-ft m-arperson=•irt=connectiorFrtittreai:ryinrd"out •the -. contract, or (c) paid, or agreed to pay, to any firm, organization or person (other than.a. bona fide employee working solely for me or the above Consultant) any fee, contribution, donation or consideration of any kind for, or in connection with, procuring or.carrying. , out.the contract; except as here expressly stated (if any): I further certify that the. firm* I hereby represent is authorized to do business-'JP the- 'State of Washington and that the.firm is in full compliance with the requirements of the. Board of Professional Registration. 4 • • Date .. ,.5 gnature r i ffx -b? 'tKp?kt ?? _ Y ? A ? ?? ?n+cw* 'A7?tlixa ? ?f"? v e " " " EXHIBIT B Project No. 493 d_ County of Jefferson CERTIFICATION OF AGENCY OFFICIAL I hereby certify that I am the Agency Official of the County of Jefferson, Washington and 1 a that the above consulting firm or.his representative has not been requiMd;•directiy or indirectly as an•express.or implied condition in connection with obtaining or carrying t thi ? : ou s contract to: . (a) employ or retain, or agree to employ or retain, any firm or person, or (b) pay or agree to pay to any firm, person or organization, any fee, contribu- tion, donation or consideration-uf-any-kind; except-as-h ere expressTy' stated* (if-any). - .'Date Signature ?V `U :! 1. v gi, 9 • ? 9 6 ? + g T` 1w. E. Nw. E. E. ANDERSON Professional Land Surveyor 5528 Kuhn St. 385.1225 Port Townsend, Wash. 98368 October 14, 1980 M. L. Sanstrom, Director Dept. of Public Works Courthouse Port Townsend, Wa. 98368 Re: Proposal for Paradise Bay By Pass Road. Gentlemen: The following work will be performed on the above mentioned road for four-thousand eight-hundred dollars and no cents ($4,800.00.) Run control along the existing improved road for approximately 1.35 miles, traversing through existing plat monuments. Tie in monument common to sections 22, 23, 26, and 27. If monument is destroyed we will set ties so it can be replaced. Close traverse by using some of the existing open plat streets in Paradise View Estates and an existing Pope & Talbot logging road. Set 50 foot stations along the above described improved road. Run profile along the 50 foot stations. X-section the 50 foot stations and any extra stations needed 30 to 40 feet on each Bids of centorline. Topog power poles, fire hydrants, driveway culverts, etc. along said roadway. Station existing culverts across roadway, getting skew angle, X-section along culvert, and invert elevations. Plot X-sections to scale of 1" - 10' vertically and horizontally. Prepare drawings of existing roadway on 24" x 36" plan and profile paper at a scale of 1" ¦ 1001. Most lettering to be done by Leroy. Submit copy of our work sheet showing bearings, distances, and coordinates. Locate pond and pump house. Very truly yours, E. E. Anderson Prof. Land Surveyor 1 II,,??. ''7Y dF? ??y?y?.? q??? .•2JA'41,n ?1 ..?i ,u , , u Vl - ? , MIL, Oft V]. IMIRMIMRY . rviba..ff! EL.' , d- r , '. Hwy ? -;? ._ [a, R. F. Millpointer ? ° Land Surveyor " 4 * 5422 152nd. Place S. E. z Bellevue, Washington 98006 October 7,11980 Milton L. Sanstrom, Director of Public`. Works Jefferson County Department of Public Works Jefferson County Court House a? E Port'.Townsend, Washington 98368 Attn:'Gary A. Rowe, Construction Engineer At your request I have listed (below a proposal to'make a survey of the "as built." centerline of a portion of the East Quilcene Bay Road. ^ E Project Limits: Beginning at the intersection of the Lindsay Beach Road and the East.Quilcene Bay Road and ending at the north t line of the SE9 SE& of section 30, township 27 'north ¢ range 1 west, W.M., a distance of approximately 2 3/4 " miles. Project Cost: $9,800.00 Field work - 55% Office and research 39% .' Travel expenses - 6% q, `u 9 Surveyor shall provide the following service: r 1-Set re-rods with yellow plastic cap at road P.I.Is. Rods to be set flush on paved surfaces and down 0.1{.1 on gravel surfaces. Set curve P.C. or P.T. only in those areas where the P.I. falls outside the existing road shoulder or ditch. The P.I.Is shall define the travelled road centerline within the limits'of plus or minus 2 feet and plus or minus 3 feet in extreme cases. " 2. Provide 4 or 5 maps on 18" X 24" paper showing the following: v: a. scale 1" 200 b. road centerline stationining and curve data. a. stationing for section line and property line inseretions.F d. Washington Grid meridian as determined from U.S.G.S. monuments T. T. 1 and Fishery 2. Surveyor shall obtain property line information and shall complete the project prior to February 1, 1981. Billies for work Billings performed shall be made on the 1st, day of each month ? and paid on or before the 15th, day. ; Jefferson County Department of Public Works shall provide at no cost to surveyor any road deeds dosired tobe shown on the maps, road plans that +r map assist surveyor and a current Assessors map for sections 19, 29, 30 & y Eta 31, said township and range. Vary truly yours, ? ? h f rt t ?,?6µ z?+ ?_?? '4 Y}..? ?u v'y.'Yu •iV ?? 'd'!. _?.., PC?psf 'A@Rtq??Pl,aHS?'???. '?'IY'.I?1?}?m?i?"M? ? i? {t R?V 11 t 1 ,? I An Gaubert 81 Assoc. SURVEYING - ENGINEERING 220 EAST FIRST STREET page 2 PORT ANGELES, WASHINGTON 98362 (206) 457.3877 Section 28 c) SE; En; DIE; Ny 7 days Section 27 d) N1,; EQ; SE; S4 8 days Section 34 e) W4i Sh; E`c SE 9 days Section 35 f) Ny; Ea; NE 4 days Section 26 g) E14 3 days Section 25 h) E;; M.C. 25-30 " 2 days (27-10) Section 30 a) H.E.S. 121 and H.E.S. 122 6 corners and NE; F 4 days September 30, 1980 Re: Upper Hoh Road Survey . 2,380.00. 2,720.00 3,060.00 1,36o.oo 1,020.00 680.00 Production lost due to wet weather C) Traverse Existing Upper lioh Road 1) Tie existing features - fences, bridges culverts, buildings - road junctions, reference andgle points, coordinate control is now on road and cornors, R/W no used. 36 days ,240.00 1,360.00 33,830.00 33,830.00 26,350.00 7,480.00 12, 21+0.00 AMk Gaubert U Assoc. SURVEYING - ENGINEERING 220 EAST FIRST STREET' page .3 PORT ANGELES, WASHINGTON 98362 (206) 457.3877 . Sep tember 30, 1980 Re: Upper Hoh Road Survey D) Aerial Photo's on mylar plan sheets showing road location and corner ties - 12 sheets (Walker &, Assoc.) 10,000.00 E) Glaubert and Associates - Aerial pre-mark control 500.00 F) Lodging on Upper Hoh Road Gene Owens - billed on total nights lodged 15'.00/night/man - Per Diem 50% of total field time or 67 nights 2,010.00 24,,750,00 24,750.00 M Office r , A) Research 1) Deeds to private property boardering.upon the, Upper Hoh Road (land title) 27.50/hr x 25 hr. 687.50 2) Corner information - plats, surveys,.:0.L.0., Road R/Wis. "18.50/hr. x 12 days - 1,776.00 H) Calculations 1) Section sub-division, control plats, road'location, R/Wrs, features, and State Plane Coordinates 12,288.00 C) Plats 1) State D.N.R. R/W Plats 1" - 400 ft. - 6 total 0 400.00 ea. _ 23400.00 2) Plan Sheets - road 1" - 100 ft. all county information - R/WIs and Property Descriptions 1,000/ sheet x 12 sheets 12,000.00 D) Materials and Supplies 1) Paper and necessary copies 225.00 29,376.50 29 376. 0 Total Job 87,956.50 r '? gloJw9i 5 { ! 1 { r ts W ? t 5 l T .?? ) ? ?I J r ?7i ? i a V1 L ? c?§ ?AH ? , l drd ' y Gaubert 6 assoc . SURVEYING - ENGINEERING y 220 EAST FIRST STREET page 4 E PORT ANGELES, WASHINGTON 98362 (206) 457.3877 Re: Upper Hoh Road Survey y The job is estimated to be completed by April 15, 1981, provided weather does not prevent us from working a regular schedule. I have examined the D.N.R. and Rayonier corner records and have worked the ,1. survey estimate on that in£ornation. Corners that are determined lost after x ' field examination will alter the survey estimate _ However; I feel the estimate is accurate for corners away from the Hoh River. All additional work, if required,' would be figured at our rates of 112.50/hr. for two man field crew and 32.00/hr. for office time. Thank You- Sincerely, 4 Jack Glaubert P.L.S. Y aA3? r cc File (1) JG/gj a i. „u.-. f f ? ? f i rv?- 11ub t Tt J JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS COURTHOUSE • P TOW/N/SEN ...... INGTON 963fi5 • ONE 3GS-3505 n PROJECT B? P,G nl ??"' H?P O lC/ OL PAGE GATE !.._ ELT , f?9sTiN6 f/de Cc 7 r1'o.>v qo I osJ.9r? e:'o va y?)aa / it l I t cpr?o-v; E937 ?•vD o,c TtFFeRS i Coowr/ TwP JGN ?a- Iw W _ i To . C[/Ir E ASSOC. /?oRlAr 6E t _ -1 L_ _I oA- Z Locaf o? pf' n' ad?y I '. ? :. ,e. ris/i. if?? s(q 'ce r/rr/nc. ? I 4.. 2AA /aca/ -Ccj? G40 r. G?y'?u+! qhd / cd/<- C?c G ?jtrCcn'- o?-??J`eaa! ?..'. 3, /o co7rc. ?E nc?'o fra//, ? Cc..?/y nx+?r `ot fJ?cy.?nk?('r f .%cnda.c?, B. 'Loca/p a// P"oPl fy %r?cr{ ? /?iv:+l a??ion `f` ails/4 o?ii?< 5??'?on I C 'GaeA+4 e.rrsfirJ L?i,?f.o'esucyJ' whrf/cr 1.r/ta7a /^ grid d .?ro?'I/t CT rU7 0,;d IGGG/I:GI/ "FGIGIIIT1tt- T ?OIYJ G ?i TJI ?S ?J CS7?G?' _I{ /nYla?inr? e c mnna? Y ?. 3e? C GJ? / r?r:/ ./ev?uj 9 '?y .? /v ((? ., r?at? ?? sl4tndli-adr P I sur/n//e ?o be !*rod Jillo I a r/ rihd 'oF-.e{ .?eeft . ?i//ti b/oe.E ?u /o??..i6.y.h/ -fia , ...e.J I ?i%?gJpr. .:l? /JS.:..,q,4iee0{ as,, sA,/a -`.-f -- - C. SYb1{Ogr. ?S 7/1' J Ca ?Y[Ylr? ii f/. ?G?Or.? {a b,. p/.i ???LJas/i S?G% L{oo.d /c ofy!Iery{ 8. 'GJsll An do d c wr// I Z? G d of be/f aocN ¢ - J - - - ?n/rre se,ee? . se!! creme{d ?/ r f/. fX I irllyJ Lna` Y 3? q,.!'. r'R.rnTd ?'?!a N r,eiri?oc,/-.r??rral ..,L'o.sn-w ?; iro/iu.»e• Ni' ?. rr?onlrn,r cirtu?i? BLi•r7S/?/%qr iby, ,sai,?c?r? . pio?o?'? I /;l L. rra 5.. ,. tic. ?? /Jro.?cn pa/Ori ?e...rrJO/i?:!/Nq/ cmr Zr A7T?m.??t B, ' jViliPo,1'ti/ ?o >Ac/.ldr yir c ?iarr?a ? {o v a/or ?j u??•/?. , I? .,1.?r G.c /a Wor / F ;c?r.e rorrr 1...- r?.. /r. /r ?r.ra:nne/. ne/,to/rliJ oleeh LAP G. I . .. d _ _ 1981CONSTRUCTION ,PROGRAM: Hastings Avenue Project Outline 9/29/80 Project: Hastings Avenue, County Road 40,State .Log No. 96130 Location:. East End .of Jefferson County, Twp. 30 N.., Rge. 1 W. W.M. TO Clark And Associates, Port Angeles SCOPE OF WORK I. Location of Roadway A. Locate existing-roadway centerline. 1. Described line to be within 2 feet of actual traveled way. 2. Locate Cape Geroge Wye Road and locate .Cape .George Road for 500 feet each way from both intersections. 3. Locate intersection of other County roads as they intersect roadway. B. `Locate all property lines., showing. station and angle of intersection.. C. Locate existing right of. way, whether usage or described. D.Profile,cross section and locate all facilities from city limits west for 1.0 miles. Mapping A.. Maps. of roadway at scale of 1 inch = 100 feet: - 1. Produce maps on 10" x 36" format suitable to be used on standard federal' - aid right of way sheets (leaving room for title block in lower right hand corner). B. Maps to be produced using State Standard Mapping Symbols. C. Stationing to begin at Cape George Road. III Survey Method A. Work to be done in Washington State Coordinate System. B. Work to be done with second order or better accuracy. C. Aerial photos may be used. IV. Monumentation A. All control points shall be referenced for future use. Points set should be permanent such as railroad spikes. B. All centerline points are to be munumented. Jefferson County will provide monuments and monument cases (to be installed by surveyor). V Proposal A. Proposal to be lump,sum price 1. Lump sum price to be broken down to individual items for payments. B. Proposal to include time frame for doing work. k C. If extra work in required, give rates for personnel including overhead and profit. Aft Aak "P 1W UPPER HOH SURVEY Glaubert and Associates 9/22/80 SCOPE OF WORK I Location of Road a. - Locate existing centerline (within 2' of actual centerline of traveled way). b. Locate all property, lines. c.. Locate existing right of way. II Mapping a. Maps of roadway at 1" = 1001. b. Individual section maps at 1"= 400'. 'c..'Maps to be produced using state standard mapping symbols. III Survey Method a. Done in state coord. system. - b. 2nd order. accuracy.. c.. Aerial photos may be used. Make proposal for work as outlines a. Lump Sum Price: Breakdown to individual items. b. Time frame for doing project. C. If extra work required, rates for personnel. ppi n ? i 11 ? ' } lj .f 1 1f 1 r ?fh 11 YYItt C l LI ! ?'?' l j'i?l 0 0 JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara B.G. Brown Carroll M. Mercer CHAIRMAN MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE - PORT TOWNSEND, WASHINGTON 98368 Milton L. Scnstr . DIRECTOR OF PUBLIC-WORKS Mr. E. E. Anderson 5528 Kuhn Street Port Townsend, WA 98368 Dear Elmer: Ali September 16, 1980 Re; 1981 Road Construction Thank you for your interest in doing survey work for Jefferson County. We have selected you to do project No. 5, the Paradise Bay By-Pass Pro- ject. Also.we have.added'another project we would like you to do; namely the Duckubusb Fish Hatcbery Road. In this project, the county wants a relocation survey done of a road that was originally surveyed in the late 1800's and hasn't been in use for nearly 40 years. We would like'to meet with you to go over the work required. Please call this office to make an appointment so we can discuss it in more detail. Very truly yours, Car?y Rowe Construction Engineer CR:eja {+ ??+{4 aAVFW 4"7 r?,, S { fY 1 ` ? ? 1. ?rt ('? ? Sy ?"4L? ?T ??` .?, tY?l" ? ??? _ t? t er a`*76n ?, JEFFERSON COUNTY COMMISSIONERS A.M. O'Maora B.G. Brown Carroll M. Mercer CHAIRMAN MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. Sonstrom, DIRECTOR OF PUBLIC WORKS f '• I 9! \ 7 IJ ? ! ?H=t ej? p September 16, 1980 Clarke S Associates 315 E. Eighth Street Port Angeles; WA 98362 Att: Ken Clarke Dear Ken; Re: 1981 Road Construction. Thank you for your interest in doing survey work for Jefferson County. We have selected you to do project No. 4, the Hastings Avenue Project. We would like to meet with you to go over the work required. Please call this office to make an appointment so we can discuss it in more detail. Very truly yours, p a. Gary Rowe Construction Engineer GR:ej a -.': Lil A& JEFFERSON COUNTY COMMISSIONERS A.M. O'Mooro B.G. Brown Carroll M. Mercer CHAIRMAN MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. So-troro, DIRECTOR OF PUBLIC WORKS September 16, 1980 Mr. R. F. Millpointer 5422 - 152nd Place S. E. Bellevue, WA 98006 Re: 1981 Road Construction Dear Bob:' Thank you for your interest in doing survey work for Jefferson County. We have selected you to do project No. 2, the East Quilcene Road, and project No. 3, the Hazel Point Road. We would like to meet with you to go over the work required. Please call this office to make an appointment so we can discuss it in more detail. GR:ejs Very truly yours, 4 Gary Rowe Construction Engineer Y a \'. Ask JEFFERSON COUNTY COMMISSIONERS A.M. O'Mearo B.G. Brown Carroll M. Mercer CHAIRMAN M6dBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98360 Milton L.' Sonstrom, DIRECTOR OF PUBLIC WORKS Glaubert 6 Associates 220 E. First Street Port Angeles, WA 98362 Dear Jack: September 16, 1980 Re: 1981 Road Construction Thank you for your interest in doing survey work for Jefferson County. We have selected you to do project No. 1, the Upper Bob Road, located in the, west end of Jefferson County. We would like to meet with you to go over the work required. Please call this office to make an appointment and we will discuss it in more detail. Very truly yours, Aea4 y Q. Gary Rowe Construction Engineer GR:eja r M S ? , ' F { ? 1 t ' i11 ?l: V8 ?/1?GGL2?rylShar/?, Ana ? I I - 1- -'? I i r ' r 3. 0.cc u?a=7 ..?e8u.. • r ; I _ _ 1 . Gaubert 6 assoc. " SURVEYING - ENGINEERING. 220 EAST FIRST STREET PO RT ANG E LES, WASH INGTON 98362 (206) 457.3877 September 9, 1980 r Mr. Gary Rowe Re: Upper Hoh County Road Jefferson County Public Works Department Survey and Locate Road R/W Jefferson County Courthouse Port Townsend, Washington 98368 Dear Gary: S I put together this outline of work required and how we would proceed, following our discussion last week about the survey of the Upper Hon County Road. This is `intended for your review and comments. u . UPPER HOH ROAD JEFFERSON COUNTY STATE OF WASHINGTON (survey work outline) I. Research a) Obtain the ownership of all sections along the existing route of . the road. b)Acquire available survey plats of sections bordering on Upper Hoh Road. e m c) Request from Department of Natural Resources, Jefferson County, , Olympic National Park, and U.S. :Forest Service. d) Road Plans from the State of Washington for S.R. 101 through section 21 (27-12). Locating the beginning of the survey. e) Deed research of private property descriptions along Upper Hoh County Road. Fes, z' . i II. Traverse Procedure A) Equipment 1) Hewlett-Packard 3810-A Electronic Distance Measure as 2) Kern - 1 sec. Theodolite i 3) Loose leaf Notebooks w, pup" - ?? ? Flaubert 8' Assoc. SU RVEYING -ENGINEERING 220 EAST FIRST STREET PORT ANGELES, WASHINGTON 98362. e (206) 457.3877 September 9, 1980 w UPPER HOH ROAD (page 2) B) Method r< p• 1) of intersection Traverse (referenced) for vertical and , r. -P horizontal control of entire road (101 to Park Boundary), tied into found section and a corners. - t f 2) X-sections left and right - interval and length to be determined a ? . also, location of X-sections. w 3) Tie existing features -bridges and culverts over 36" On bridges: Hell Roaring Creek- Alder Creek- Willoughby Creek- Linder Creek - Tower Creek- tie centerline and Y both rails on approach and far ends. P' C),Acc uracy 1) Closed Looped Traverses - angles turned right (minimum linear closure of'1:10,000);for level traverse, O.lft. / 1,000 ft. Of one way traverse. Bench Marks every 2,000 feet. 2) Washington State minimum specifications will be exceeded in all cases. D) Final Product u 1) Federal Aid Sheets (mylar) with a scale of 1"- 100 feet horizontal 1 (plan), and j"1- 10 feet vertical, 111 - 100,feet horizontal (profile). 2) Low level aerial photo's to accompany each Federal Aid Sheet for i;1 rlx relating the "As Built" design to on ground location quickly. 3 w+',, uyi 4 ??? 3) Entire package bound into an acceptable folder for convenient office use. {f ,fir Gaubert U Assoc. ' SURVEYING - ENGINEERING 220 EAST FIRST STREET . g-. PORT ANGELES, WASHINGTON 98362 (206) 467.3877 September 9, 1980 UPPER HOH ROAD (page 3) Sections associated with road survey project: Township 27 North; Range 12. West, W.M. Section 21 Junction 101 - Upper Hoh Road (begin) f n 22 } II 23 24 . ?' 1I 25 di _. Township 27 North; Range 11 West, W.M. v ` Section 30 R 29 28 27 26 25 § " 34 a, 35 r Township 27 North; Range 10 West, W.M. Section 30 National Park Boundary Ties to Road centorline from existing section and J corners: 1) SW corner and WJ of section 21 (27-12) locate the existing 101 centerline and junction of Upper Hoh Road. Begin Survey. 2) EJ or NE corner of section 21 (27-12) one or the other. 3) E} of section 22 (27-12). 4) SW and SJ corners of section 24(27-12). 5) SE corner of section 24 (27-12). 6) E} section 30 (27-11). 7) EJ section 29 (27-11). 8) Ei section 28 (27-11). 9) Sd Section 27 (27-11). 10) SE section cornar 27 (27-11). 770" ; 1?? x. K .x .N ..t su e f ' Glaub6rt ?' Assoc. ,. .yjr. SURVEYING-.ENGINEERING r n? 4 220 EAST FIRST STREET PORT ANGELES, WASHINGTON 98382 t . (208) 457.3877 . September 9, 1980 I (page 4) UPPER HOH ROAD - 11) S4 section 26 (27-11). 12) En section 26 (27-11). If possible. a ' 11 13)'E-? section 2$. (27-11). .- r !a 14) The Homestead Entry corners of the Lewis Ranch. Those close to the Road. 1$) E4 section 30 (27-10). The National Park Bounda ry. Sincerely, e ?. Jack Glaubert P.L.S. {? ' F 7 9 r l I f I I n tt ' ? ff G tlt .•' l?l.e. ai f J .I S?i _A!/r]5C{.tiU' 'YnM1 .1 ,s il. r Vrrrrl-t. Ak1+Y?'r r - ,+??µ?lp4rn. AYifIP. yli ! -V.YY?"?^:F 1 VAW? n{f K5 •11 ,L ? l,r-nY N#.W . rr ???i {1 1 A1 t 1 f .I? a ' 1 7` rY`i 4 ?y?{ K-FERSON COUNTY COMMISSIONERS A.M. O Meem B.G. Brown Cor oll M. Mercer CHAIRMAN MEMBER MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L Sonstmm, DIRECTOR OF PUBUC.WORKS KpF ";? v. N? . September 16, 1980 MacLearnaberry, Inc.. 208 Madrone Bainbridge Island, WA 98110 Gentlemen: Thank you for your interest in doing survey work for Jefferson County. We have selected surveyors for the work as outlined previously and are not considering your company at this time. Again, thank you. If and when other work is required we will again ask for your interest. Very truly yours, Gary Rowe Construction Engineer GR: ejs ' r> rJ lvp ?7 }7 ?1 'd ""3T" ',A }lYh".Rn1.J.. it I? .ti ?w.}`] N 1?' 'nl° V ?i v' 45? t 5 ? 1 1T F? ( r 1 F td l'; 1?, , t ??T ? I f ? _ ' Ilf fi?vF, Ii N ..?'. h 4.. -aN JEFFERSON COUNTY COMMISSIONERS i A.M. O'Meoro CHAIRMAN B.G. Carroll M. Mercer MEMBER Jefferson County Department of Public Works ` Ccm. COURTHOUSE PORT TOWNSEND, WASHINGTON 90368?F _ Milton L.- Sonstrom, DIRECTOR OF PUBLIC WORKS September 16, 1980 Taas Associates P. 0. Box 328 Sequim, WA 98382 Gentlemen: Thank.you for your interest in doing survey work for Jefferson County. We have selected surveyors for the work as outlined previously and are not considering your company at this time. Again, thank you. If and when other work is required we will again ask for your-interest. Very truly yours, , Gary owe Construction Engineer CR:ejs xtYk ! -,,, f y % I y m n?r? t A.M.O'Meara CHAIRMAN Am Ah JEFFERSON COUNTY COMMISSIONERS I( Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98360 Milton L.. Sonstrom, DIRECTOR OF PUBLICWORKS September 16, 1980 C. K. Brokke & Associates 103 E. Broadway Montesano, 14A 98563 Gentlemen: B.G. Brown Carroll M. Mercor MEMBER MEMBER I .bra: . Thank you for your interest in doing survey work for Jefferson County. We have selected surveyors for the work as outlined previously and are not considering your company at this time- Again, thank you. If and when other work is required, we will again ask for your interest. Very truly yours, Gary Kowe Construction Engineer GR: ej a rMV Ylr"(L'?r r'Y r t it ! 'Y9 `1t ? 1 I. 1 ?l r ,r r r ! +.1 J l r 1 h X. yi? t E. E. ANDERSON Professional Land Surveyor 5528 Kuhn St. 385-1225 Port Townsend, Wash. 98368 September 2, 1980 RECEIVED SEP 3 1990 JEFFERSON COUNTY ENGINEERS OFFICE Milton L. Sanstrom Director of Public Works Courthouse Port Townsend, Wash. 98368 Dear Sir: Regarding your letter of August 6, 1980, pertaining to field work for your 1981 road program, I am interested in talking to you concerning all the projects listed. I am available at any time to come to your office and discuss these projects. Very truly yours, E. E. Anderson Prof. Land Surveyor `zv,? w r ft 4 _ 1 1 r wt r m v~a 6 a,, .A„ ewk?rmr t !fr ' t = L 31 Rltabu? y{ i??e ` :? a ? W? 1 tf•i Fy'y ?'xx'?S - a}" • Y`.k 'Xw'? {q .' k1X i Y ?'* ?C{? y , S s it . `o-?IYrYe??S???:??. .- ?. S ?3?(? AbR TAAS SURVEY ASSOCIATES P.0. Box 328 Sel lm, WA. 98382 2909 Glse Street (206) 683-3368 Port Townsend, WA. 98368 (206) 385-0137 August 29, 1980 Mr. Gary Rowe, Construction Engineer JeffersonsCounty Department of Court Hou e Public Works Port Townsend, Washington 98368 Dear Sir; It was with Interest that I received your letter regarding survey work needed by Jefferson County for the 1981 Road Program. I believe service that our company may be of to you on all of the projects submitted. We would appreciate additional Information, may furnish you proposals on your Projects. so that we Sincerely, zz ?Q- f Ted A. Thornton L.S. 12750 r wt,r 7 ?z 1! : 11 ;f y s Wi iJ.K? ??I? t t ^ • 6 M ? 1 , j F ?" }? 4 .r 4 ? ( ? I 1 ? c t1 ®R®K "23800 Pacific -Highway South Kent, Washington 98031 E7VGINEE?9,m4, ' SURVEYORS PLANNERS .- ? ,??. emu- ,i Telephone: 1 (206) 8A-"1700 .' August 12, 1980 Jefferson County Dept. of Public Works Courthouse RECEIVED Port Townsend, WA 98368 ATTN: Mr. G AU G 181980 ary A. Rowe, Construction Engineer Gentlemen: JEFFERSON COUNTY ENGINEERS OFFICE I would like to take this opportunity to introduce you to our company and the services can provide for you. Our company is capable of a wide variety of surveying, Planning and engineering services for oomnercial or residential needs . We have two offices, one located in Kent and the other in Montesano, Washington to better assist you. Our firm can field as many as five fully equipped survey crews. Their experiences ran e f l dli g rom an ne boundary determination to construction staking for commercial structures or development. Our planning department is staffed with individuals who have an architectural background. They have been involved i i F n res dential, commercial and P.U.D. develorments. Our engineering department is staffed by a licensed civil engineer, a graduate civil engineer and design technicians. Our experience to date includes domestic water system designs, road and street designs, residential and commercial sanitary sewer designs along with large and small scale grading plans. One of our most recent projects involved the reconst- ruction of 3.3 miles of the Minkler Road for Grays Harbor County. This included right-of-way survey, plans, construction specifications and drawings. We have attached a resume' of the various projects done by our firm, or in joint venture with other firms, within the last six years. It is our hope this may give you a better idea of the type and magnitude of work for which we are capable of contracting for. Should you have need of any of the above services, we would be pleased to review the scope of work and prepare an estimate. If you maintain a listing of consultants which is used for the projects as they occur, we would appreciate having our film's name added to the list. It is our hope that we can work together in the near future. cn./jj encl: Respectfully yours, C.K. & SOC. C. George ay -vfcer res. v? m ma m 44 N W W x ? i N ?w w? x.00 O yyQ?? ? .1 ? Oi R7 Hb N •N m UN Y.. CIN Y?I r-1 .-1 Ell v 0 w N •C N ?U ? ro [.1 s .s ? .? N s? 44 sw .? N H N E Y? as• ''J` "?" i 4 °, 'ki .4 w'8wp i WM W?Y' ??: a?5£?Vl62Uh4t' n,ri? SBS?,c<?; ?' "ry 4 ° P _.1 It ? '1 ?? ? i •?? ? :t+ ` - ? ? , ??? ? ! A v Ln to m m rn LNI t?0 N ? L a N Y ro as N ? od 8" A? N En ro a? W •? W a a 0 0 0 b ? L V yr e? v N A It WW X V U pi yNy?? ;• Rig ?lI it 1 0O N M w - nH, a ?? - ; ? >? ? r r ? r, F k .s a u 51 H UC N •s N i rnm '•I ri ?z C 9 a M ?i U bl a? ? ? !P 44 ro .N room O • 4 U) j ro o v m °? ro w W > i As 101 W W m m v O? Y ri N? s{ w ?g rosvid 8r:;oa z,n OCD 14 Aw? v ?yy •p ro a 0 N ro a? n U -2 a la +'1 ro ow ??'H 841w 8 ° s? s? w SS aY o M ? ? N `? , v a`? ro w• b G???O7 En Ul -f UNW.0 W 41 oq? L? i a ? Ns r-1 , 2 .s 63 r 5 ? N H ? 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A 41 a Ra 43 a ai.?f1 r) 8 ©y '{ 4 pq +? '.it?+i ;P h { a u u ,?'?,"????-n?u{wa??nrnn .,? yav? u„ V ?7??f b zl$a ?? ?ryu? sme -r s ? ?, pu r eiryi?.ga•-y.ga h .a?a1 ti nn'??,?°9 7 `? f rn ? r?° u M a r•1 'i .-1 r0-1 ri '•I rV t,? ?n CI 134 0 0 o %0 of 0 0 o o V). 0 0 0 on v?r 0 0 C 00 vMi 0 0 C om vii 0 0 0 ° v? 0 0 C u^i vs 'o ?o m 0 0 0 n m m m C> N h f'fV?? -d, •U I PW?.? z p u1 8 W G U UC W H ; 2 Q'1 84 ? i .roN t??L Ui 3 Gi C. N .?I r?-I 8 8 1rt? WW C7 8 ? TC11 O D O oA o i,.{? Gl N•r x o ,y{ ? ?Ni 1 p yb N WW ?C7 ? CC yy? 8 8 aa+ ?8 8 „ 0 0 x a ci o 0 a o 0 G,3 vr• C C CI ui v F2.? d' N W W f/} v> O N y£Q m U cf?y w N N N co ? 'ro b In a oQ m ?- L a a 0 CLARK & ASSOCIATES ® MAIN OFFICE: 315 East Eighth Street, Port Angeles, Washington 98362 • 452-8491 BRANCH OFFICE: 303 Kearny, P.O. Box 203, Port Townsend, Washington 98368 • 385.3144 August 14, 1980 REC?''' AU G 18 1980 Mr. Gary Rowe, Construction Engineer Jefferson County Department of Public Works JEFFERSu, .?.?,. Jefferson County Courthouse ENGINEERS Jt-t- ,;_- Port Townsend, Washington 98368 Dear Mr. Rowe: This letter is in reference to your letter dated August 6, 1980 concerning possible survey work on your various road improvement projects. We would be very interested in all five of the projects to which you referred. We have a large enough staff to put three or four sur- vey crews on the projects starting in the fall when con- struction season is over and vegetation is less of a - problem. We feel that with our Port Townsend office and our Port Angeles office, we can cover the entire North Peninsula with no problem. I am enclosing two brochures for your information. Thank you for considering us. Very truly yours, i CLARK AND ASSOCIATES i Clark, PLS KAC/pa Enclosures Lend Surveyors . Engineers • Planners • Construction Coordination • Materials Testing A M1Pn -- V4 Ash affifoP? {i eR ? p; l?" P l h 1 ? W + ?' F:? r ti, ti??.+ Y 1 ,',5 {+ I 7 ? I f Y i 51h1 ? 1 4 ? ?`? ?1 t tic, ,, y, I 7 t? C R, P, Millpointer Lend.Surveyor Bellevue, Washington.98006 f." August 11, 1980 5 Mr, Gary A, Rowe, Construction Engineer Jefferson County Department. of Public Works Jefferson'County CourtHouse Port;Townsend, Washington98368 w Dear Mr. Rowe" I have your letter of August 6, 1980, in which you asked if I fi would be interested in working with the Department of Public Works on projects that your crews would be unable to do. I would be interested in working on the two followin g'projects: Pirst preference, Project No, 2, East Quilcene Bay Road. Second preference, ,Project '1do, 3s Hazel Point Road. Let me know in what: way I can assist you in one or both of these projects and thank you for giving my surveying company consideration, k ?E?A 1 ? r ? f rte' r + e Very truly yours, S R. P. Millpointer l' , %- IJI `Y1 IJ?r`. f d a .c?^C`p N?a?y S.' t N' a 4 a{ iv h ?r ? ,a a < vw. ? , ? ?rrj?` T e K 1 rieaS+'w ? ? ??ff??t ? 7 n 1 }Z ? 1 1 , 1 S>,,r t t 4 Z'. ?fq t -, g }? 1 t ,t 1 1? i'? h1V - OFF" 1 +.. 1?. _ p? ? ?r , t qq 1 f fr , 7 w ? ?t ? ?b ? K : r e a+S ?? ' S ,. 4, s Y: p u `IyP?s Ph' Bus: 842-5514 RES: 842.7438 MACLEARNSBERRY, INC. CIVIL ENGINEERS - LAND SURVEYORS - PLANNERS 20B MADRONE LANE NORTH BAINBRIDGE ISLAND, WA 98710 Jefferson County Dept. of Public Works August 8, 1980 Courthouse Port Townsend, Wash. 98368 Re: Surveying for Public Works Dept. Attention: Gary Rowe-Construction Engineer. Dear Gary: We recieved your letter of August 6, 1980 regarding surveying services from private firms on five of your road programs for 1981. We are, of course, interested in working for you anywhere in the County. However, our primary area of operation in Jefferson County runs generally from Port Ludlow south to Quilcene and Brinnon. In fact, we are presently engaged in several pro- jects over there. Since we are currently wrapping up work on our major projects for this con- struction season we are in a position to provide you with prompt service on any of these projects which you may wish to start construction on yet this year as well as those which will not start until next spring. We appreciate your consideration for these projects and will be available at your convenience should you wish to discuss any of them in detail. Sincerely, MAC LEARNSBERRY INC. Mathew C. MocLearnsbarry P. RECEIVED AUG 111980 JEFFERSON ENGINE RS OFFICE t i W G? 1 7 .? 7 1 5 ? I ? ? S k Y "? 1 ,J ( L } I I l t y 1 IK? 1 r xw, J. ?? I- t 7? c i t y3 s r IH t 1 p' ll?l fl \ I ?h L ?u ? ??t ? } I ? I ? ? r n'?uA6 tr !t aE i ? ? ? r J C a 1 4 S AML Glaubert 6' Assoc. SURVEYING - ENGINEERING - 220 EAST FIRST STREET PORT ANGELES, WASHINGTON 98362 (206) 457-3877 arum' August 13, 1980 Mr. Gary Rowe Re: 1981 Road Surveys Construction Engineer 5 Projects Jefferson County Public Works nenartmc-nt Courthous b e Port Townsend, Washington 98358 y r Dear Gary; Glaubert and Associates would be interested in assisting the Jefferson County Public Works Department in completing all five projects. We have been involved with road survey, engineering and design for p four years. 7 Thank You - 71 Sincerely, RECEIVED AUG 141980 d? C?t^??,P??,? r Jack Glaubort P.L.S. JEFFERSON COUNTY ENGINEERS OFFICE ; cc file (1) I I i ra ?, 7:? -^--- - r-ar sl4ti I hiLfi+y{ 4 x e•? ?u?SSry`I? ly?t NMI 0 ? I I Pi ?r t 1' i ? .l JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara B.G. Brown Carroll M. Mercer CHAIRMAN MEMBER MEMBER' FW7 pIP, _ a Jefferson County Department of Public Works COURTHOUSE r? PORT TOWNSEND. WASHINGTON 98368 d i Milton L. Samtrom, DIRECTOR OF PUBLIC WORKS t Y1:r August 6, 1980 t Gentlemen, Jefferson County requires a considerable amount of field work to be done for our 1981 road program. We have selected jobs out of our program that our own crews will not be able. todo,and, .therefore, we are looking for surveyors who may be interested in working with the Public Works Department.' Enclosed are vicinity maps and descriptions -of the work to be done. Please respond in. writing to this office, indicating which projects you prefer. Thank You, Gary A. Rowe Construction Engineer AGIN, JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara B.G. Brown Carroll M. Mercer CHAIRMAN MEMBER _ MEMBER f' ANVIV ? i ill+y i! Jefferson County Department of Public Works" COURTHOUSE .PORT TOWNSEND, WASHINGTON 983687 Milton L. Samtrom, DIRECTOR OF PUBLIC WORKS i? August 6, 1980 PROJECT NO. 1 NANE:.Upper Hoh Road, County Road No. 216, State Log No. 14020 LOCATION: West End of Jefferson County, TWP. 27 N., RGE. 10,11,12W.W.M. LENGTH:. 12.04 miles PROJECT DESCRIPTION: In this project the County wants the existing road mapped out, showing where existing right-of-way lies and where usage right-of-way may lie. The roadway will need to be tied into subdivision lines and property lines and be monumented for future roadwork. F .. i JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara B.G. Brown CHAIRMAN - MEMBER Carroll M. Mercer MEMBER Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. Sonstrom, DIRECTOR OF PUBLIC WORKS '.August 6, 1980 ?wr pa ?` , v?,hJ PROJECT NO. 2 NAME: East Quilcene Road, County Road No. 20, state Log No. 32750 LOCATION: East End o£ Jefferson County. TWP. 27 N., RGE. 1 w.w.M. LENGTH: 1.83 miles PROJECT DESCRIPTION: In this project the County wants the existing road mapped out, new design centerline laid in, cross-sections and profile taken. Also, it will need to. be tied in to subdivisionilines -forright-of-way. . i y. ?ti?t?? r r wuy ,^- ca ,<nVfla ? }a ?. 1 ? ? ? ry % 1J`l l r ??? a il }i - r t ! ( It ? 1 t ? I` !1 u 1 t ' 4 5 7 I _ ) r ? ? 1 ^J ti r n 1 ?{ ? a.. JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara B.G. Brown CHAIRMAN Carroll M. Mercer ? MEMBER MEMBER e il[ Jefferson County Department of Public Works COURTHOUSE :, "J pp , PORT TOWNSEND, WASHINGTON 98968 l _ Milton L. Sunstrom, DIRECTOR OF PUBLIC WORKS p " <N rx August 6, 1980 \++,- . PROJECT NO. 3 NAME: Hazel Point Road, County Road No. 16-18.44, State Log No. 40800 i Location: East End of Jefferson County, TWP. 26 N., RGE. 1 W.W.M. LENGTH: 0.70 miles PROJECT DESCRIPTION: In this project the County wants the existing road mapped out and tied to subdivision li nes. A new design centerline will then be laid in and cross-sections and profile taken. 1 ??1y ??o? S't tSt '?. (m? kl fI L'' . 'V w 1 + l h + r?*..±t pry9'rn!'srau ?.? ? _1 ,A7 >>' vC i 4 ?rrj? ia' I r, ? . ? ?` Jn y J ? ' h 1 , I ' l I t L,7 I! Y • y 1R% t l 4 N i 4 . yy Y y' , I JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara "- B.G. Brown T` Carroll M. Mercer CHAIRMAN MEMBER MEMBER .._......,.e..? _.... .... ,,,?? %, _ Jefferson County Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L. Sonstrom, DIRECTOR OF PUBLIC WORKS August 6, 1980 PROJECT NO. 4 NAME: Hastings Avenue, County Road No. 40, State Log No. 96130 LOCATION:. East End of Jefferson County, TlfP. 30 N., RGE."1. W.W.M. LENGTH: 3.44 miles PROJECT DESCRIPTION: In this project Jefferson County wants the existing road mapped out and tied to subdivision lines. A. portion of the road will need cross-sections and profile. .. fill, .. ?? !s Ask e' JEFFERSON COUNTY COMMISSIONERS r - = A ' ? .M. O Mearo n Carroll M. Mercer CHAIRMAN - B MEMBER MEMBER f F, j f I J, Its ` .c )+ r Jefferson Count De ort t f S y p x men o Public Works COURTHOUSE Irr . PORT TOWNSEND WASHI , NGTON 98M ; 1 s i - Milt on L. Sondrom, DIRECTOR OF PUBLIC WORKS f August 6, 1980 ? - PROJECT NO. 5 - , j r NAME: Paradise Bay By-Pass, County Road No. 6, State Log No. 45170 °J . b 4 _ LOCATION: - East End of Jefferson County, TWP. 28 N., RGE. 1 E.W M f . . LENGTH: 1.5 miles L 4 }..' 4 PROJECT DESCRIPTION: In this. project Jefferson County wants the existing roadway mapped out and shown in relationshi 4r p to existing right-of-way lines. Alternate routes will also need to be laid in, tied to subdivision lines, and cross-sections and profil t k , rv,. a e en. A ? V?l_L.l_1-1...1. 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W , i S o M - U m M W Z } 0 9 N O U' ti 1.1 J im ^? z H 1 0 Al <w o 1.1 + co m H H u o?d JO A o6 .uo3 o0 uovn/lomm r x x a z x x z x x 25013 louoiyaunj Ip d ud6 d6dU 6 c .o ao 14 o mHon C a ul a) nO.O 10Na.N U C.l U 1 1 g q U ? C 6 Pn W W W PA Ki W Ri C d 6 6 6 6 6 6 MjoM so M .r C1 M C1 LM M C7 ISCID JofoW m o /m+1 a?0 u g O w ~ N O 0 1 a a p C W m 0 m y O N ZY O b m a ro m ' wu p u uo D. O? i 14a J nM O nW W n ,-z W O e I O r m I N w W 00 O O r 0! 'O a 'O m b 5 7 V O r b b N O 'O V) Z OI•°'m m H eo a m.t w x .a J 4S W O OO N N 3 a ? O 0 n F U x N N ` . -1 O« U ?O N CL4 4 N OCO, O ON e ? o o ^. 1- A o . o n .r rn o oro CD CI 1_ (O 0 n m . 'o ? v o 0 01= ' i 0 N t ? C O O ? C q O 0v Ce 10 A $C O (Y. 14' N'O O O C H 4) if) O ~ @ J ?.. Q a r > - u H . / Cl u m J I1 vp a0 °u no..Hi F Y roi o .+ 1 rn a n' ? N i aCI N + O mH :n O 13 d NN N 10 ~ 1 h ^ H N 1 1 ~la vi .0 m 1 vla:a d •014 W011 m u N N C1 .1 .11 .O M N C1 1.1 M1 M Cl 1'1 C1 •'1 ??... ?I,m..I, ?T^!rT. !. :.`.?.v.?rt',?M'• ;, 1f^.^'l: ?,-„f'I .•„)'?T/".F`I{NN. 4 O 0 o: Q cc C) wm wJ ZQ" ID M OQI Qi W m. ~ i N MT. Uw1 arc. DUB DOC Jul 0 0 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 th i e ent re 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- cfuded only in six-year transportation improvement b programs eginning 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 l i . . reso ut on number (if applicable), - - COLUMN NO. . ?. s 1. Item No ................ Enter local agency project identifying numbers in chronological order. L _ 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 N , .• . on Motor vehicle use 5.. Resurfacing . 4., Work Codes ............. Enter appropriate code letter(s). A. Grading L. Bridge B. Draining _ i C. Light Bituminous Surface M. Landscaping N aye ` . . Paths & Trails 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 H. Channelization S. Surveillance Control & Driver Information 1. Signalization -? T. Ferry Facility L. Lighting U. Project Studies - K. Signing f ' C t 5. 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 clement. (Funds were not obligated during previous year). t 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, & 60s years) , Enter estimated project costs to be obligated in each year or years 4 ?' . 13, 15, & 16. Funding by Source , . , Enter the dollar amount to be obligated under applicable funding source column vw 1 •" , .. 14, Prugram ............... Enter the funding source program. (FAUS, FAS, SOS, etc.). k4.M h x 17. Total Funds ............. Enter total project cost ; t A d ;4 ? x ti rb?o; ? ? ti r$ ? , ? a ?,. ,. ,:`ti ? . _. , ? ,.,,. - _ ?M?i? r, -c ?c??., f S? R g7 2 t b i ? .. f I I i /? i ?: 4 t i .,. ?; ;, ?,lY« x tvr, fr??r .,?Se.? ,..?, ,.? bM Y w s ?? « r ?x ""rc t ' • Oe5 a?,ro ? ,? .. ?¢ 9TAT?i a ? A Department of Natural Resources BRIAN B ?y ov" d r OLYMPIA, WASHINGTON OYLE Cummieeimmr of Pub6e Lend, tea9 98504 August 9, 1985 Jeff Chapman/Bruce Laurie Jefferson County Assessor/Engineer 1820 Jefferson Street Port Townsend, WA 98368 Dear Mr. Chapman and Mr. Laurie: The final costs for participating in the OL-85 1:12,000 black and whiLe aerial photography project have been calculated and I am happy to say they are considerably less than previous estimates. Your costs are as follows: (1) Flying cost for 450 sections $2161.14 of aerial photography (2) Printing costs (excluding tax) $960.05 per set of contact prints of 450 sections. The following is a project status report, schedule and list of procedures to follow for obtaining photo prints. August 1 95% of the project has been flown 80% received by DNR 30% accepted 0% indexed (index base maps have been prepared) August 12 A list of all participators sent to the contractor (Western Aerial Contractors Inc., 520 Conger Street, Eugene, Oregon 97402. Contact: Gordon Wilkinson) The contractor will contact you to obtain purchase orders for printing and to discuss your printing requirements. September 15 Flying should be completed. October I- Participation bills for flying cost should be paid to DNR. (Printing costs are paid directly to the contractor after receipt of materials.) October 11: Photo compliance and project index maps should be completed. Equal Opportunity/Affirmative Action Employer ( - 'r y t7 71 1!? pr vj.y f Mts.. p P' ti ,.r ?1 r nuv, ?tr ? ?? CSI V k?i 1 ? t i ? ll yy' 1 ?: ? I ? ? I I 4 L 1 } '?l r as ? t ? . , ? :f r j ' } f GG ? ' i ? ? C + 1 I Wtt; P? f ? f, t ?Fi, 1 \ . 1 ?Y N r { 1 6 y' % 'b y µ t i Jeff Chapman/Bruce Laurie Page 2 August 9, 1985 October 25: Printing lists that describe roll, flight line and exposure number needed to cover each participator's area of interest should be completed and mailed with copies of index maps to each participator and to the contractor. October 28 to November 1: Participators should review the printing list to verify accuracy. The contractor will contact each participator to obtain final instructions prior to producing the contact prints. All purchase orders for prints should be at the contractor. (This allows multiple prints from the same negative to be produced simultaneously.) Please note that the general procedure for obtaining enlargements is to first obtain your contact prints, mark the area to be enlarged, and provide the contractor an enlarging factor by scaling the photos to a map. December 31 All contact printing should be completed and delivered to participators. February 15, 1986: All enlargements should be completed. If you have any questions, please call me at 206-753-5340. Sincerely, Tim Gregg Remote Sensing Analyst Photos, Maps and Reports Section QW-21 Management Services Division TG:db ;??7 Y? t !. l 11 ? 1 rj V N, C Y ?? ,,1 A u, ? ?A d y? rV r?t)1Lry {1 ? n•ww.Mwn ... _. -ins.....- ., 4-.u.-? .Lf IWY W-01 a?+r ta n3f?fr ADDITIONAL PRINT SCHEDULE CONTACT PRINTS PRICE Black & White 1 - only $ 12.50 2 - only 6.50 3 - only 5.50 4 - only 4.50 5,- only - 3.50 6-10 2.50 - 11 - 20 r 1.85 21 - 50 1.65 51 & over 1.40 Color 1 '- 50 3.25 51 - 100 3.25 101 - 200 3.25 201 & over 2.90 Color Balance Charge 15.00 - DIAPOSITIVE (Film .007 inches) Black & White 1 - only 12.50 Additional 6.50 Color 1 - 50 9.00 51 - 200 8.50 201 & over 8.25 Color Balance Charge 15.00 ENLARGEMENT PAPER Price Per Square Black & White Inch Finished size 1 - 3 single order .034 4 single order .033 5 & over single order .032 s n r, i, w i rµ? v ? yf} t ? °; ? ?? a' n a v im ?? +?,1 t ?e? ?Yy 7r, wcaq rr5x Ji. :.?? 1?. ?h° '?. r ?C?i .l +i.?, i7?? `?Mt o' f i r ai tl f? x_ ? ? ?a .A }9 ?? f ? kr ? ?r ,w ? r xr r t? t 1 l- t5? ! y f,t .s i ? ?' 1 I kp j f tP 6-... - t z, w _. ?7f +5 x us. 2 t ENLARGEMENT PAPER (continued) Price Per Sqaure t Inch Finished Size Color r 1 & over $ 06 a s `. . aj Additional prints of same negative .045 4 Color Balance Charge 20.00 r. ENLARGEMENTS FILM uJ:7 r, Black & White 1 _ 3 .040 4 03n t 5 & over •038 .: i .; r J EXTRA CHARGES eS. ? r ' ? t`Pk ?• - : +? si - Scaling 2.50 ' 1 r a Tone/Color Matching for Mosaic 30% v ;. r gQl1 Screening 2.00 s t - T 1 ? yct r 6r f ? ? ,,, w. . 1' ?Y? yx {• MINIMUM ORDER 12.50 - , y RUSH CHARGE (48 hours) s. T Minimum Charge 30.00 Percent Increase in Order Price 25% _- ?? r "77 ? ? '' a, t ? - n 1 ?+ ?. rt Is z t s - r i' s s 1p ?) si }, r, ?pq`y yy. ? ?kt f ? ? i ?,..+?+?+v..,n+wrM.r- - _ M, ? t _ :•L"?. _ f ?, a i...., nl1 ^ _I.e A.A.,. .. b,efa ?4 ?`?-.o,.?mH;. .9.,..?...?, h?„Wa.4da a?.?, ,w,. ?.,..????ala.ic.? R,do4.a?a?wu., ?,ro .,? ;" .:'-.n,sw ?:Ya`F??'h ?}a?b;vu a,?n.',x1,??1u.?'."dr ,. ti-.m,..rw,z. '? i ? ?, ?; N ? ?_ , ,._ ?? ? r ? ? r' r?1d ? ,?...,. ,,?„-..?,... _ i_i is.,et t.,e?„??rnr,*. s. an. L. ..Eve ??.. v?=hYi?t?xein„aLe?L?.t?,Al.,n..??w ?. RECOMMEN STREET TREES FOR THE CITY OF MA A(W(A ' Small Trees 30 feet or less in height Acer buergeranum Trident Maple Acer campestre (tree form) Hedge maple Acer davidii David Maple Acer ginnala Amur Maple Acer,,platanoides"var. Norway Maple' 'Almira,' 'Cavalier,, 'Globe' Acer rubrum var. Red Maple 'Gerling,' 'Scanlon Red' Amelanchier laevis (tree form) Service Berry Amelanchier canadensis (tree form) Shadblow Service Berry Caragana arborescens (tree form) Siberian Pea Shrub Cercis occidentalis Western Redbud Cornus florida Flowering Dogwood Crataegus crus-galli Cockspur Thorn Crataegus .lavallei Carriere Hawthorn Crataegus phaenopyrum Washington Thorn Crataegus viridis Green Hawthorn Fraxinus excelsior mar. European Ash 'Rancho Roundhead' Fraxinus oxycarpa var. Ash 'Flame,' 'Golden Desert' Halesia carolina Silver Bell Koelreuteria paniculata Goldenrain Tree Laburnum watereri Goldenchain Tree Magnolia grandiflora var Southern Magnolia 'St. Mary,' 'Vict Magnolia kobus Kobus Magnolia Magnolia soulangiana Saucer Magnolia (Other magnolias may be used upon appro Malus var. Flowering Crabapples (selected small growing crabs) Morus alba var. Seedless Mulberry 'Kingan' Prunus accolade Accolade Cherry Prunus cerasifera var. Purple-Leaf Plum 'Atropurpurea' Prunus maackii Amur Chokecherry Prunus padus European Bird Cherry Prunus serrulata var. Japanese Flowering Cherry 'Kwanzan,' 'Shirofugen,' 'Ukon' Prunus subhirtella var. Autumn Flowering Cherry 'Autumnalis' Prunus yedoensis var. Daybreak Flowering Cherry 'Akebona' (Other cherries and plums may be used upon approval) Pyrus calleryana var. Ornamental Pear 'Bradford,' 'Chanticleer,' 'Trinity' Sophora japonica Japanese Pagoda Tree Styrax japonica Japanese Snowdrop Tree Umbellularia californica California Laurel Upright or Fastigiate Trees Acer platanoides var. Norway Maple 'Cleveland,' 'Columnare' Acer saccharum var. Sugar Maple 'Columnare' (with adequate space), 'Goldspire' (with adequate space) Acer rubrum var: Red Maple 'Armstrong,' 'Bowhall,' 'Columnare' Carpinus betulus var. Upright European Hornbeam- 'Fastigiata' Fagus sylvatica var. European Beech 'Dawyck' Ginkgo biloba vary oria' Columnar Ginkgo 'Sentry' (male plants only) Koelreuteria poniculata var. Goldenrain Tree 'Kew,' 'Fastigiata' Malus var. val) Crabapple 'White Candle' Prunus sargentii var. 'Columnaris' Prunus serrulata Amano a a Oriental Cherry 'Amanogawa' Quercus t?o?ur var. English Oak 'Fastigiata' Medium Trees C& Ie 30 eet to 60 feet.. a'We, {>' cappadocicum Prunus yedoensis t { Coliseum Maple Yoshino Flower-ing Cherry il Acer platanoides var. ex Quercus ' Norway Maple 'Crimson King,' 'Emerald Holly Oak Queen,' ' Green Lace,' 'Schwedleri,' Quercus palustris var. 'Summer Shade' Pin Oak 'Sovereign' Acer pseudoplatanus Quercus phellos Sycamore Maple Willow Oak Acer rubrum var. Stewartia pseudocamellia wS- " Red maple 'October Glory,' 'Red Ki d ' i ' 'Sh ' ' Japanese Stewartia d r Tili t Y a e ng nger, Schles Sunset, . a cor a a va tl d i 'G ' ' Aesculus carnea n en reensp Lit e Leaf L ire, i L:t•.' Red Horsechestnut 'Rancho,' 'Salem' Carpinus betulus Tilia euchlora European Hornbeam Crimean Linden :.. Castanea mollissima Zelkova serrata Chinese Chestnut Sawleaf Zelkova Celtis occidentalis Common Hackberry Large Trees Cercidiphyllum japonicum 60 feet or more Katsura Tree Cladrastis lutea Acer saccharum var. Yellow Wood Sugar Maple 'Green Mountain,' 'Sweet Cornus nuttalli Shadow' Pacific Dogwood Aesculus hippocastanum Davidia involucrata Common Horsechestnut Dove Tree Castanea sativa Fraxinus ornus Spanish Chestnut 'Flowering Ash.(selected forms) Fagus sylvatica var. Fraxinus pennsy.lvanica var. European Beech 'Asplenifolia,' Green Ash 'Marshall;' 'Summit' 'Atropunicea,I 'Pendula,I 'Roseo- Gleditsia triacanthos inermis var. marginata,' 'Zlatia' 'Mor.aine,' 'Shademaster,' Honey Jocust ,. Fraxinus americana , . 'Skyline,'.:'Sunburst': White Ash Halgsia monticola Fraxinus excelsior Mountain Silver Bell European Ash Liquidambar styraciflua Ginkgo biloba American Sweet Gum Maidenhair Tree (male plants only) Magnolia grandiflora var. Liriodendron tulipifera ,kFZ: Southern Magnolia 'Edith Bogue,' Tulip Tree 'Majestic Beauty,' 'Samuel Sommer' Metasequoia glyptostroboides (Other magnolias may be used upon approval) Dawn Redwood Malus var. Pterocarya spp. Flowering Crabapples (selected medium Wingnuts sized crabs) Quercus coccinea Nyssa sylvatica Scarlet Oak Sour Gum Quercus macrocarpa Phellodendron amurense Bur Oak Amur Cork Tree Quercus robur Prunus sargentii English Oak Sargent Cherry Quercus rubra (Other cherries and plums may be used upon Red Oak approval) i e. ,.r_ T ( vo g°t° tlr° Chu °ct° r [n rMOn ,y?nt W I °otw • o a Ll?c3 4N P?n?- = , 1'1lITE?'-(FlG ? p c - ' ° ? o c ' u tz e ' TREES. NI O r i O u : O Acer ginnala Amur maple 0 . 0 L 0 1 .? 6 h q 0 Y • ; M L Acer piatanoides Norway maple • • e • • o a M 0 0 H Acer po e r ' Sycamore tJ?a?le o • • • M • e M Acer rubrum (Var,? -.t (-orrn Fled maple I<.'RI ju.r.<;= 'DF,ij r ?a ,'• • • • • • s M 0 • H Ac *r rubrum columnare Columnar red maple ® o o s • • M • • M Amelanchler 18evi3 Shadb ush • 0 0 0• M • M gy y? ?mllis„ g t ® ' a Ffitse En F fit • 0 M e M Cercidiphyilu m Japonicum Kataura tree o e • H e L Cornua fiorida Flowering dogwood • • e 0 • • M 0 H Cornua kousa Kousa dogwood • • I • • • • 0 M o M Crataegus Iavaliel Carrlere thorn 1 a • 6 0 • • M e M Ginkgo biiobaaaen"t6""" Columnar ink l j ^ • ,les s • • o o g go (hi,, :, I,, ? • M s L Gieditsia tricanthob-inermis S ademaater, honeylol: t o • ,• • o e o e L • e M Liquidamber styracilifiua Sweetgum • • o L M Urlodendron tu'ipifera Tulip tree • • • M o M ??ccff pp ? L,( o. • e 0 0 • M H Plum, Cherries r i+ • • • o o M s H Pyres cailaryana , ' Tr,., +.,' c,• Bradford pear o • • e M , L • L Quercus rubra Red oak a e • • • s L e e H Styrax Japonica Snowdrop tree,, L T1Ya cordat¦ ' U ttlel•af linden • • o • o M • • L ZelkOVa Barrette Japanese, t•Ikova • • • L VIA:, LOMW NV t.b:(N'IC`Yl9N':A1ufr?5a ?s'q'+i 5}',ll?P?i?hyt ???{SrKp'19X'1h6Tr {'FV9T , mRH ? nf } r ? - e 4' IB r {? r[ I r ?I, tt ? (? I fir. { } ,? J 1 j , ?. t"r I ?1 yy t. ltyJ IU?Wl _ ?q INS. a F ? m,„ ? _ b„ Mks , 41 ^ q,. V60•14I1y¦ cll¦rme1M 1 ct AE4tR(4 ? .. .. . ?= r a SHRUBS: Arbutuakunedo compacta. Sfrawberry'buah Berberia apecfes 1 Barberry Cornua Alba sibirica 9lberia7 Ell dogwood l Cab $CgioriousPt Re Ceifnotti?ia e ?.'?-- Eacs ll llooi ji , ia aapecleb Esc Euonymua elate ,; .rr. +.•_ Winged euof mug flax crenar,. ugustrum texanum Japanese privet -i-,,..,.i, ., Photinia traaeri Photina Potenttila iruittcosa Potentilla Pyracantha coccinea Firethorn 88manthua delavayt amanthua Rhua Glabra - - Smooth sumac Rhododendron species nvcr,i "" Rhododendron kyi? 8arcoccocca ruacilolia Fra rant sarcoccocca skimmia Japonica skimmia Viburnum apeciea Viburnum 1 Flt: DAD; IJ::!'!'ni ? etc k Fv.`.?tt ';1; r Mr?ticN;a ?4.?„oclur! 4RItr, Vr?, c; ? `¦ e ¦ : • ? ? R • a 3 0 0 t ? o o ? o a i V t ¦ u = O s i _o s a o R e f r ? ? ? ? O r C • °i I I•I•le • • 0 e ° ° o s • ° • • o e If • ° • o ° • o ° • o e • • o s • o s lnrtolMw•MOl f¦01 •fR yt C ? o Fa- ? ? • S v ? ? a a• . s ° M H ° • M H • L • o H • • L • H ° • L L • L • • H • M o H ° M • M • M o H o s M e H c: s - ? y?? } p ,. ?4? as ti. e, ?,1 ?. s r r? . ?s ? %+ P ,y+. ?_Y f ?+., .I .4.t1 lrYH'.34 ?? Yti ?? ? i i ? 1 i I ? ?? ? 3 ) 'Vj 'g ;?j}, ryj ,y ?? `? 1 Pl i Y?? T '?S' t g .f 1 7 ' J F T r - - ?'4. i f t s t^ IS s f L tj ? SIR Ysp?fallr° Chu°afx EnrMo°?°nfrd lastor° OUNDCOVERS: o W a v • o z v ? a e a o o ? • • o v E - o iq c . 3 ? f- ° e ' z i Cotoneaster dammori B earb e rry on easter cc ott • 0 ® ® o • o o ff ?? ? )) g uu y S;WM 'cTesmafla o o • • • M • M Euonymus fortunes Wintercreeper e • e • 1 1 o • • M Gaulthria procumbens Wintergreen • e o 0 0 0 o m Hedera helix baitica Baltic Ivy • ® e • o M 0 H St.pJohnswortycinum 0 • • o • o o H Pachysandra terminalis Japanese spurge 0 e 0 • o e H 0 H Parthenocissus tri^uspidata Boston ivy • ® • • • o M M Sarcoccocca hookeriana Sarcoccocca • o ® ® • M M NrPG-A HeU? Eufausu ?vY 2 ? I1?., ' , CG2CNF?i;; 1 ?LGWifli' :-ow FA:1 -h dorl F r r I L J C LI ,( Peaftle.'r Citv-t "oye Cr A city doesn't look at all like the forest pictured in calendars and magazines, but it shares many characteristics of a genuine wilder- ness: the trees themselves, natural air-filtration systems, wildlife, water and soil. But, a city also has buildings, cars and people-things a wilderness forest doesn't usually have to deal with. SeattI6 city forest includes the trees planted or left standing on private property, park plantings and the trees alongside the street. This "manual" will highlight specific information about street trees, those planted by individual property own- ers and those planted by the City of Seattle. 1.50 gr L r r? ? ? r l ? Lr' i I, L ?, i t l ? AC?i7 ! I 1 1 i i , y, I a 1 i L sl Ly ??' 1 ,g1 ' ?5 YYS)' I A , IL ! ', ? J Y S' e 1 A r 1 IMM Cty-1?v-'letf`r r7?ITe out of ever?Jx treej, 2YL ,Seattle are Jpyivateh afune? Seattle is growing its second-co- third city forest. Once Seattle was heavily forested. In fact, the first mayor owned the sawmill. As the young city grew, though, most trees were cleared for firewood,or lumber, except for chose on steep hills and in ravines. Many ofthese areas remain wooded today. A few are city-owned parks or greenbelts, but more are privately controlled green space. This green space will diminish as development increases. Many alders, willows and maples grow on these steep slopes, and they are cur periodically for firewood. Natural reseeding follows, and a part of Seattle's city forest grows back. Street trees are different, and they do nor grow naturally in neat rows beside the curb. The City of Seattle has been in the municipal reforestation business for only about the past 25 years. Very few street trees were planted before 1900, and most of the older trees in Queen Anne and on Capitol Hill weren't planted much before 1920. People in Seattle tend to value the city's few grand old street trees. Passage of the 1968 Porward Thrust bond issue financed the planting of about 15,000 trees. Since 1970, Seattle has planted about 20,000 street trees and has landscaped more than 50 new green spaces under "Operation Green Triangle." 7 s ?at ? r 6 ?' wl k 4 y S z } PRO g,q for things tha -je Property -1. i y?q 31 C6.1=41. I. cret,r trees 11 IN. healthy trees. ,an ccimi oln (Pring page) 'b Kid 9-a-111 it ,-ill rowi- to 11, "k- I-of-Itedha,d, o? the INP it id, of&- A- hill u,ill,- be i? w WHY TREES IN THE CITY? Trees in the city help people by: REDUCING NOISE POLLUTION. They deaden intrusive sounds from the urban environment. They mask these sounds with their quiet rustling leaves and with*the calls and charter of the birds and animals who make their homes in trees. Fine tcaturrd laves like REDUCING AIR POLLUTION. Trees trap this t-t. la h by oft fnl to iag street, lorry, and hold dust and dirt particles that can a , airy rffa a Sattlei expaienreparallels damage human lungs. Their leaves take in that of other US cities: more carbon dioxide and some deadly gases and people come oat to walk and put out oxygen. A tree's blossoms and leaves shop an tht with j& f,rejrees, . put out pleasant smells of their own. CUTTING OTHER KINDS OF POLLU- TION. In Seattle, surface flooding after a rainstorm can be a problem. Trees help to reduce the amount of runoff. They keep valuable soil in place. On sunny days trees cut down on glare. Trees also filter ground water and give nature time to purify it, thus L ensuring that the water entering our steams and lakes is cleaner. SAVING ENERGY. Trees block wind, cutting down on heating bills in the winter, In the summer, their shade and moisture e cool the city. A single tree can have the cooling effect of five average air-conditioners Tbnr linden larvsan running 20 hours a day. Roots and foliage "asrragr" middltdi:rd d (those. Ttres with Innri like this paridt a wlm Dig, hold foliaged rites such rffxt ro the ttmnc pe, as honrchntnul or catalpa .vr dramadr rlrmrnu in tlx " landua/x, c ? s ?tGtq r ;Sf?'?4h w y i?a? er1 fk?7 des ? ? i14 s? ly?.? ? it o t f r ?F} j t r t t e # r + 1•?f ii - r1 1 T}It? i @ j'R?h'r t! oil 1 00* W ? s ? p { W . J ;A 1r' y also make basement air less humid by removing water from the surrounding soil. INCREASING BUSINESS ACTIVITY. Trees invite pedestrians to walk along attractive city streets. By encouraging sidewalk traffic and exploration of city neighborhoods by foor, trees can bring new vigor to commercial and residential dis- tricts. Merchants in small business districts like Broadway, Ballard, Lake City and Columbia City, as well as those downtown, have asked for street trees as part of their efforts to upgrade shopping areas. City assets are increased through a healthy economic climate. Healthy trees are defi- nitely an asset to the city. In fact, healthy, well-chosen, mature trees add an average of 109b to a property's valuation. ADDING BEAUTY. Trees soften the hard edges of the urban world. They provide continuity among conflicting design fea- tures, and along arterial streets trees can visually connect whole neighborhoods. Trees provide a link with the natural world for city-dwellers. Downtown Seattle, with its many street trees, now reflects the colors of the Northwest countryside at all seasons of the year. Emerald Queen, a Naruay maple, lines Balla dr Market Street. Many of Seatdes shopping areas have been revitalized by street trees. An autumn line ofFlame alb strar trees provider rontinuity m 33th Are- NE, beturrn Wrdgwoad and Lr4e City neigbbnrhoodt. To manage the growth and care of Seattle's newly grow- ` ing city forest, a City Arborist position was - created. The City A,- 'r bcris5hss to balance the City's tree planting and maintenance pro-, so that the trees can benefit people vithout getting in their way. Often the City Arborist has to 'deal with people so ,.ghat the city's"people- "clinsam'"will be good for trees. The arborist's main tool to reduce :people-tree conflicts in y the choice of nets CO be planted. Isy shoos ing thetright tree for the"right plat " " a d Ll" -.tr+RPn ?' 1 ? 1 Nrax I 7+ 1 ,tv ? t r • ' 1 ? ? ? av I,.+ ?' 4S s 1 '. ! ?? 1 l r s t I 1? J f? j I! 1 q ? n I ? ? 1, l FK S P A C E A N D S H A P E '0 Some magnolia,, ,ueb a, Afagnolia dmudata, Al. Kabu, or the nrrg-, Al. grandiora and Al. nirginiana, add fragrance to the beauty offlot , and tolerate air pollution well. Street trees often face a hostile environment from the moment they're planted. Urban soils don't have much life to share with a young tree. The "dirt" a tree sits in is often debris left from construction-bricks, concrete or soil that is old and abused. If this isn't bad enough, the space given the tree's roots is sometimes too small. Above ground, the tree faces natural competition from weeds, insects and diseases, as well as unnatural competition from powerlines, signs and cars. In the city, a large tree planted in the wrong place can become a grotesque misfit. Many street trees planted today are far smaller than those planted years ago. They cost less to tend, their roots won't 1. American elms, Most Seattle In residential zelkovas and street trees are neighborhoods, Kwanzan cherries upright-oval shape smaller round have this at maturity, a good shaped trees that vase-shaped form, shape for street grow lower than which arches high trues. Some such utility lines, trees over streets to trees grow single such as flower- create a classic tall center trunks ing plums, flower- appearance. ("leaders') and so ing pears, some are not ideal under cherries and haw. utility lines, but thorns arc good others (most choices, as well as maples) with a number of multiple tops can round-shaped be pruned to broad leaf uvcr- V-shapes around green trees. such lines when the trees get old. damage sidewalks, and they don't give utility linemen high blood pressure by growing into power lines. Seattle still includes some large-growing trees in its planting program, but in places where their size can be accommodated. The City Arborisr and the land- scape designer work with the space available to design an environment that will be both pleasing and practical. Trees must fit their environment. Texture, color and form are three characteristics these "exterior design- ers" consider when choosing a tree. A tree's texture is determined by the size and shape of its leaves. A small-leaved tree looks delicate and tends to be less conspicuous. One with large leaves is more bold and stands out. N A DELICATE BALANCE Whrn planting in paved ridrwvlk array, avoid tnu mltb many low iba!!om roou. London plan. and bigl-f-pla like the one tbotrm -b-•e are ridenolk bast-, F City forest management involve more than just picking out the right trees. Trees have to be consistently cared for from the time they're planted. Like every ocher living thing, trees need water, air, sunlight and a little tender loving care. Proper pruning ofscreet trees when they are young is important. City cre must coexist with traffic, power-lines, rail buildings and street lights. Seattle city ordinances require branches to be trimmed eight feet about sidewalks and fourteen feet above streets-moving van height. On young trees, limbs that grow toward street lights should be removed. Branches touch- ing buildings should be pruned back. And tree limbs mew be pruned back from high voltage power lines. Severely diseased trees or danger- ous trees have to comedown. But young trees can take their places. City crews prune and remove crees planted by the city when necessary. But, only one ofevery six Seattle street trees was City-planted. The others were planted by property owners, and pruning or removal of these trees is the owner's responsibility. The city issues permits for this, as well ;a for planting new trees. Another job done by the city is planting young trees. Planting programs s vary each year, but a year shouldn't go by without some new trees being planted. Otherwise groups of trees will grow up the same age-an undesirable state. Young trees need very special care, for they are fragile and can be easily damaged or die. Fpr protection newly es planted trees are staked their first winter or two. Trees should be watered once a week the first two summers and less often over the next two years. The tree will then develop deep roots to seek water further down in the soil. Fertilizers, coo, should be phased out over a few years. Both overfertilizing and overwatering lead to shallow-rooted trees which require regular "handouts" of supplementary nutrients to survive. Minimal spraying is done for insects or diseases and is used mostly in situations where the life of a tree is threatened. In many cities, removing dead and dying trees occupies major attention. But Seattle has fewer old trees than many cities. Poorly chosen large old trees, planted in rile wrong places and often "butcher. Pruned" must be removed before their time. Pruning misfits and removing dead trees is unhappy business. Arborists would far rather deal with living trees. ?? c q I t 5 r': 1 " l '. 1 rt p? 4 .3 `-Zr V, pi P Ikk ?mc prom I &,Wnursnj-aki'?66? Ing r a a n-,!.,, in '14 R . V, o.m;nr k on X trees c Intel Jw nj,f, Tis -Ai;', mw 4w WRCWWorp WAUI-11151 I ED rpi 7j,:- C, 1,11IR-EnS FORf.'% ?l fit -bj 5? ?. ? ill.w -.AT Tl F, n re I` P a -g .... P, arc OR? SMRI, sk.- m, walks iinti?jh, %'Pb'q`rfn'g`A ?"ul-hl"o6r"f L6- -9-ing .... in the an 14-, li -- , -- , y M.5 5?n c-sc , 16 .1 "" , -1. Or!y. rpr_?tj, 0 and U ? r Fg.n rruple, s!! I , merican & PO-l" y1b"i'll' P C 1?'in?' sl I -ian c ns, .,cap, Q -,!lawthorns ;LjEh,! R,r: "vds. And podw greatest danger t, iZ U!-'?.rdy j,I,plu; if,, -'W?iqj;jjC h-, flic eversocin colnircri" of h, ch 6-? !, - - Infe'- C. c hl nds'dix, It !, iijciI, , -.- L I "I -.. 9 Y Ic lspm cm Gil C? br?ak u'l;` -mrnt In in, ,jnn)j I L 1, vi Fdmn?ilp t,Q ;,nst rit y is T R E E S W1 T H PEDIGREES Scientists are breeding trees espe- cially adapted to the city environment. These trees, called "cultivars," are planted more and more often in the city as old trees need replacing. Two kinds of trees can be combined to obtain the best characteristics of each. These are generally brightly colored trees char will survive polluted air, stand tall (even when their root space is limited) and have branches char angle to avoid utility lines. Successful city trees are also drought resistant and are tolerant of injury, disease and insects. Although scientists are even able to create "sterile" trees that don't bear messy fruit or scatter seeds, most research efforts go into developing trees that will survive city shocks, demand little care and have strong, supple wood to withstand storms. The City of Seattle has developed a list of recommended street trees. Many of the cultivars included on this list can be found at local nurseries. Besides being bred for city life, these trees have been created for their beauty. Even the names ofsome of the new maples reflect this: Crimson King, Emerald Queen, October Glory, Red Sunset and Sweet Shadow. ?fe?t?tleJ _b.- A ?eGO?n7neyL?e? ,or Red moPlea a s: ,? RED SUNSET; ' ???? OCTOBER P! re, ru nmulata GLORY, P ,otuvmo+- SCHLESINGER,., kii, P I'd,, t< SMALL OR Choked A la S oath YARROW TREES -B d-ch s m aplcn ? ? " tL y<pca o; rlore ,r - P unurta.g,,ti mlrrr, ? EEGR-N Mp UN- : 20Pr. narisColuninar 1AIN? r - S b nr d ry Aerrulut fale% A.` A r ala t P bb «ll yv At-M It r y . A Ai ar torddr I pl rnno.rlu CO `?-ng f<ry ;, 4 Ider?, ? ' LUAINAR NAP -_Eo gN7 .' B arq p r 1':uG:un - g R. b ch ARbISTRONG ? 9 P I r Columnnr Non.ay II' , l-`;- - r birch; dnaArinsrong', 1 I.:CI_,,l I ? A.rlanrhrerl : . C p 5« l} B 1 f rd? H dy c I r - r r - py .Aalir Py . A08 Pe F our A ? _ ,dal 6o be m Q yr rb7 /r Q is. H- `? C -"drCbsll " T l Q : g,;- AfARSF airy. F. rs ?.+ o vergrcen o,cs SEEDLL-, Trcc Q- rob„ CAS- - -'GOLDEN DES-•..'• Crarirear lac i Car- ' TIGIATA Upr'ghc ERT, SUMMIT, riereThorn,C. E i,lkh oak ROSE HILL phdinapyrum Wash- S b rio, S. C'/ 11 fi"1 Hoon Inc, ington Thoin, C. / P ho,B , , •mosogyi(a tnirrw Sr art,a prr d.,md- $HA DEATASTLR... Davidia aluriara ..-':,-. Dove rice Srr r,. nro 5no L I da,nba Sacet Faguity1mli" g m DAWYCK Pyrmd. U. Ol O n f g olradroud t,, beech Yrdc• Cal ifor i tf; ko6ui F,dxin.-, Fl-- °fCl , V C-Creb ohs ing ash vars. like SNOW-' Ginkgo biloba SEN- DRIFT, WIN- - TRY Columnar TERGOLD, ginkgo' MEDIUMSIZED ZUMI, etc. flalnia montirola Sil- TREES Aletatequoia Dawn verbell Alay?nar rloem redwood Ilex k p e 30fr. Moirrtalba KINGAN un ke n) t oo Trrunk kept pen) - Scedls; mulberry Lrurat Day Phellodmdrouamureme aurel - Arn rampetrc, A. Prunut nrdti/na PIS. Liguurum luridum davidii SARDII Evergreen privet Arerplatanoidu and taungufLlwdl • P. Alaarkiaarnurcntit vars. such as mtiTii, P. Afagooliagrandiilora, CAVALIER, rdarntit P. AC- Af. nirginiana CRIMSON (evergreen mag- KING. AKEDONO nobis, non-windy EMERALD KWANZAN, site) - QUEEN, SUM- eltvlow- Afalmoribunda, Al. MERSHADE, etc, cring cherries n r rnu, Arrr pieudoplatanut Qurrrnt rrrrinai Scarlet im-"ii Al. 91.11. and vac SPAETHII oaknndwkiQ SNOWDRIFT, Sycamore-maple paluttrh Pin, Q. WINTERGOLD, phtlloi Willow, Q. ere Flowering robur English, Q. crabs. - rhumanliiTexas red- Riscortmeupep --rRff_-5 UNPUP, RR+wm WNE 5 T H E C I T Y F O R E S T C O O P E R A T I V E Your help can assure the quality ofSeartle's city forest. Ifyou would like additional information, please call upon the resources listed on page 15. Even without special instructions, there are many things every city resident can do to help keep our city's forest green and growing. PLANT YOUR OWN TREE. City policy - - encourages tree planting in curbside plant- p/an So that London strips within the city street right-of- n Fift w ill/! not t Asrnur on Filth way. The Engineering Department's Street destroy futuresidmulks, Use section will issue the necessary permit the old root-damaged ua!kr (free of charge). The recommended tree are being rtbuilt with lisrinp and instructions for planting and stalks ofmnmuepasm laid spacing are also available from Street Use. on sand. Fins tlx tha!/om Newly planted street trees must be locat d roots are remm•ed (tome tree e : spnies unu/d not fa/rrate At least 30 feet from intersections this, !hest will), In ,& ' futon, the City will be ably to do further root i i ' r.t.y tW gt't?,}. prun ng f d d M ' a•d : en e . ranrimt, ur don t arrndourLoadon lane o ySte? ee6a ;.i ,`` skcicheioneofh[+ Planting', but are unrksng ?k favonleSea'nl`c?> t? 'N INA Xt S:M?Cta Jam! 'f - to to/rrprodlrms and keep rireee [he mwavcl??,' ? -, +ja?9tNlurl.a^J7FV,? sv."•. rhrplann ur bast. , TMln ?sycnm_ore (Londdmy?r'' -.?_, At least 20 feet from street lights r At least 5 feet from alleys, driveways, poles or hydrants 3 . At least 3 feet from curbs At least 1 foot from paved sidewalks. Aker plancing,.you are responsi- _ ble for the care of your tree. The City Arborist can provide you with planting guidelines and answer any additional questions you have. WATER STREET TREES. Young trees need additional summer water. Five gallons ° weekly the first summer, May through September, usually does the job. Water less frequently each of the next several years. . i w? ki 4 ??t?? '? + ?Y s d ? r (i?q ? +» rJU 1 'i ,f tit i r t 1 a i `"? v t a I r ? l: 1 I f f ?s n e?5f Y- ? z ?-im ._, s ,..,cw.?.,.u. _.. u. ..., :.r..,:. ..;,, ... -?, y.•a-u,?£::aa?3:eua .,vuicss.,sv.u?!.wwr. ? ,Mamma +n:?t??? )? KEEP TREES WHOLE AND HEALTHY. surrounded by litter and weeds are often the g Avoid damaging trees. Don't lean bicycles or trees that are vandalized. Please obey the household items against them. Trees may animal control ordinance and keep pet look strong, but cuts in the bark can cause wastes away from young trees. z decay. Don't nail signs or posters to trees; tie FERTILIZE. Use moderate amounts of a them with string, and take the signs down balanced fertilizer for young trees (less than when they are no longer needed. two pounds per year). This may be applied WEED AROUND TREES. Weeds like to in a circle on the soil, or it can be scratched grow, especially where soil has just been in and well watered. March co July is best. - turned over. Weeds compete with young REPORT PROBLEMS. If you see someone Ifyou bane anan Jpare, trees for soil nutrients. Even lawns within vandalizing a tree, report the incident to the you can urea narrow two feet of young trees compete for available police. Seattle ordinances contain penalties formal looking erce like rbir nutrients and will slow the tree's growth. for damaging trees, similar to the penalties pyramidal hornbeam. Trees and flowers, though, grow well for defacing other public property. Damage together. can be done to trees by construction projects KEEP THE TREE SITE CLEAN. Litter or repairs to sidewalks or utilities. The around trees is mare than unsightly. Trees Engineering Department usually knows rte- •7 `r+ sc xW,; ury+ 07 - m-eu;rr i N? b i ? l? ti i about construction and repair projects and cautions both private contractors and city crews about the need to be careful when working around trees. Ifyou see street trees being abused during a construction project, call the Engineering Department's Street Use section at 625-2317. HIRE TREE SURGEONS OR TREE CARE COMPANIES. It isn't a good idea to prune trees just to make them look "good." Pruning is like a surgical operation and has its risks. Ifyou chink your street tree needs pruning, you can get a permit to hire a tree expert or do it yourself. The job requires great care. PORM NEIGHBORHOOD TREE GROUPS. Or form a tree committee within your community group. Ifchere is a problem with the tree in front ofyour house it's very likely that there is a similar problem along your whole block. The City Arborisr will be glad to discuss tree care and city ordinances with your community group. He can also describe how other Seattle neighborhoods have planted street trees in the Tree Bank Program or through coopera. tive neighborhood planting efforts. -J e????T esf ?u711??2 ' .,t IT rid,' sfi?r i ki• i treeJ'?tF? ee-" c .r ?t?ielye?a?ze?' ?ZI'iZ Lc?rlnliC. PEOPLE TO CALL City Arbonst. Seattle Engineering Department. I{ta;,iA Black; 625-2725 (Trees in Street Rights of W.1y) City Fiorncolnirist. Seattle Park Department. Terry Brady, 625-40.13 (Trees in City Parks) Street Use Section. Seattle Engineering Department. 625-2317 (Permits to plant, prone, Remove) University of Washington. Arborctorn. 5.13-3800 If you w ant )uur tree identified, take a Isar to the City Arborisr, Rrrvn 704 Seanle Municipal Building 600 Fourth Avenue, or to the Unisersity or Washington Arhoretum. Neale phone ahead. -ill mums" b i r is? ," 4 n` 'iS?Y 1 `t'? Y 1 a f Y?I S f lr . . I m ?. 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"-^+-•?'•^?"' ??+' •'+•?'!"M 47,t2r?• >•• LeyGf ?ICSiiGiv's.1eF" --:wl..w.:l?...?:SYi;.... ?t '.+:ua'r.L?_. `r f 5 tt? t { {J ` t qq ,h r } N ?° eml 4.??#? ? It ?i AA ' 1 fJ ? IN- ....'r ?n?e,?P A .,.. ? ufi2 "t£`*n 't ? "FQr YIr°? w%'fJytm . y ? .? a ? e °? •'? ?, a. c w o ? .a° 0 9 ? ? .n ? c •°^ ? to q E.'. a i= c ... C J ?Y. ? ate' •e?i :q a?i ? .°a •d {? q ? m `a" ? 'd ? a o ? '3 •? a m ?yo2Q :? m •m °a ? 'off .? m ? t? x o ? a S ? ."d a ? c4.d "•'?, w ? 3 'S w ° y w N e w %?''3 8.?°.°?b•a Pa ° `'o o" r c m as• ° •?.m :mom ?•??..moe?'w wP A. g ? °' a o ? ? ? q .O a c a c? ? 5°5jj ~' '0 ? ? 'v oa •n" `•%^"^, • ? F' o°y, 'w .;? Gn p, ..°. c?°i 4 b C o :y '.a^.. L P o q r' `?' O,, :; ? •?, .y O a w ?' w ^ ° ` .d FL G ° .a... b m `U a G.w a° A• •o ^° .??r-. , w. a O m aey ?' ^ S O .a M..w°? a w m eG 'r a. b ,a-+ G P. r?o _. O, ?A .v u U ..' o ° .T a a. •° ? ? ?a ? M ? a `y' P •? a. a ? ° •O -' "°•o. ? '? en ? F a e5 0" ? o S' •g '?-' w .ti '3 P. O ''.? O •d o 'o a y ca .e ?$? o cC P? a a ? `J w ?'o E `J ? ^y .° as c `o fin' a c ° .v 'a ? p, F rE ? ,? "»i a a 'a q ° a ° G ? o `? G, C ,y^„ C°i. C b0 ? i.u_ "° ? ^? .am^+ raaa a ,? ? m f° C QS?. ° ? ° C M `: ? O j a y^ a ° .^ ? ? ^J Y Y .O Y " ? '4r O •p r=r i E E H '? V r J°y v Wo .°, a ,C v a^. ^?. ? v G4 w O O° U .h- .' y a° GD m .. ' b ? ? ? 2wq sc++ ' . a CO O O .n . rg ? ? a x a cc°a a Oy u4 v 0 rn •° y 8 • 4 a 0 Fw F a• K .`4 ah h ? ° c y ^ t?g 75 'V? a 4 0 •E •« .mss ;C C m op b ° ev _ e F 7 111;;;CCCuua111 KF o W C r ? E - E c r * F;i+n .3h at?d'? i 1 ?,??z't???04?Y4?1?? ??1rrP ra;?5r'isi f<y,d •.4 ?.?' "P.A't ,?F.h?k1J J4?.,,d N,aw'y `r.''?d?+?Cw? ryw rllftAiy u t"yi - 1 Irrv W SV4 t?' i r a? John U. Wright 120 East let Street Part Angeles, Washing6on Dear .Jacks I have atudieq your data on the Clallam-Jefferson County Boundary and am inclided'to agree with the sense of your, conclusions. The following is from Proceedings of the Board of County Commissioners of Jefferson County, Volume Fi Monday, June 5. 1893 ~-"Ordered by Board A. N. Oodfrby, Deputy,County Surveyor authorized to meet Surveyor or Deputy of Clallan County at mouth ofEagle Creak ---- for purpose of making a preliminary joint survey- boundary line between Jefferson and CSallam Counties as lies along east end of C1allan County and if possible make a joint report of their findings showing in their' judgement the true locations or.in case of failure to agree, to'make separate reports. "Further ordered--- this Board cooperate with Cemmissioners'of Clellam County in their efforts to effect s'eettlement'in the matter of disputed boundary. PPriday, July 7, . 1893-°--A. N. Godfrey makes report on county boundary survey of.Jefferson and Clallam Counties --- considered and approved----- Ordered Godfrey to act with C1allam County Surveyor to locate and permanently establish corner due 'West 'of Bugle Creek. When agreed upon surveyors to erect a suitable and lasting monument. I searched the record through October of 1893 and.Found-no further reference to the matter. I assume that the excerpts quoted above constitute acceptance and approval of the record of the survey.and conclusions that appear in our "Surveyor's Record." The Jefferson County Assessor several times has taken note of deeds using the 92h' - 3960 distances but has proceeded under the assumption that although it might affect the title and/or the 'assessment it would have no effect on the boundary. a . c a F { b S _.....? . aaguv \vva.../ ?dpG• LG, 1Y01-. I was unable to understand why there should be offset corners on the north boundary of T. 29 N,, R,'.2 W,, but `I think I have found the explanation. The south boundary of T. 2 W., was surveyed in 18585 while the' 7th Std. Parallel in R. 2 W. and T.`29:N., R. 2'W, were not surveyed until 1873. Therefor when they made the offset 6a the Std. Parallel they carried those lines through T, 29 N.$ R. 2 W„ making an offset in the T.' 29N. - T. 30 N. boundary. The decision placing Protection Island in Jefferson County is "Puget Sound National Hank v Fisher (1909) 52-W 2h6, 100 P 721". I haven't had timo to look it up myself but expect to do no some time. I hope that this might help you a little and wish to camnend,your efforts in the matter. Sincerely, y r 1 Q x 9 f ?t.1,?-.a S_?,? Fi- `9G'itY:d:41+-=+rr?+av.'? .5i14`IF°d-ifd§? o4.ty -..>„nd?'e'6.... 'b! _... ?. ? _ ._ ? ? L:. _ ?• GuL UN b GONTROLtlURVLYtl nAT[R ? BEWE ((? YB A+O.tlU 001VISION¦ TTry,(La?TLMf 0 3U MUNICIPAL CNGIN EYN.+G ? - JOHN U. WRIGHT PROFEBtl10NAL ENGINEER , A20 EASiPIq ST bTR LLT. -T wNGEI[S. WABNIN .TON ?` ?O '"ONES: GL >-9001.. gESIOLNCE. BEOUIIA MUngbcw ?•bbey R x? September 12, 1961 e IS CLALLAM-JEFFERSON COUNTY BO'JITDARY 383 FEET OR 396 FEET EAST OF SECTION LINES IN RANGE 2 iTEST? COMPILATION OF DATA T, 1881 RCW 36.04.050 "Clallam County shall consist of---=the,csnter x of Discovery Bay from which mouth of Ogle Creek lies west; thence west to mouth o1' Eagle Creak; thence south to the lino between Ranges 27 North and 26 North of Wm; thence west to Pacific Ocean; --Boundaries to be surveyed--surveys paid for and approved by County Commissioners." lt3d7 RCW 86.05.030 If boundary uncertain, lost, etc; County may _ Et?+ sue County to establish boundary. Outside Judge. Owners one . y tT mile each side to be parties. Judge given broad powers to change (1) lines. Implies boundaries would conform with i section alignment. 1c-i3 Godfrey, Jet'ferson County Engineer and Fitz Henry, Clallam ki County Engineer, made a joint survey and set corner one mile S W'dst of the mouth of Eagle Creek and stated it to be 114 F T and 383E from j cprmor 28+29-30-2. See C1a1l1am County Engineern file of Governmel,L Notes T 30N-2 Y. n J,,Ae. ea, war tt $h?ysye ?LBC,rplll 1893 Clallam County Commissioners Journal 3 pp. 236-8, July 6, 1893 approved survey and ordered recorded in Auditor's office. t? Surveyors report stated " ...Clallam County secures a strip 383 feet wide and 12.58 miles long of surveyed land and seven i r miles of unAUrveyed land.... 383 x 2754 from W side SW; Sec. 28-30N-2W 383 x one mile from W side 33-30N-2W 383 off W side Sections 4, 19, 21, 28, 33-T29N-2W 1 z 383 oft' T side Sections 4, 19, 21, 28, 33-T28N-2W ITT Ma a'x 190J to 1960 Records titles in Clallam Count all a? t ?a exceptions found on Title Company indox pages) call Iveen(eE 396 96 feet" ? w of Sections 4, 9, 16, 21, 28, 33 Township 28, 29, 39N-2YI. I ti Vol. 67 p. 1. June 28, 1902, County Treasurer to County is earl.oat example noted. .ill I - t' ? a (?';-?? ? t ' +?r L. Gn?1 .L„a; ? ? -,rC;? .J ?,fri caps gb,a.??dal:?W.?''?y'? e !3 t 9 G Cl alla m-Jefferson County Boundary T 28, 29, 3ON-2W Page 2 1914 Milwaukee Railroad Drawing data computes 383 feet.` NS 1914 Clallam County Engineer Bk.135 P. 14, computes 324 ft (che k . c for mistake. ,k 1919 State Highway Drawing'shows 383 feet. 5 9/7/dil Harvey Christian, Jai'ferson County Engineer's Ofi'ice known -) ? " , situation, that conflict many years old, uses 383, feet; has no knowled e bow 396 M ? ? g ft. value originated. ' 9/7/61 Jack Enfield, Jerf'erson County Title Company, says most record x?, 5 values in Jefferson County based on 383 feet, such as 937 ft.= (1320-383) . 9 9,/7/EI Jefferson County Assessor appears to use 383 ft.; two soction r ? { r maps we ha ve show 383. SUMMARY ,? - i A 396 ft. strip is called for by all deeds in Clallam County , some of the deeds being at least as early as 1902. The Clallam County Assessor uses the 396-foot valuej. We can { find no-basis for tbia figure, nor any clue to its origin.' ' A 363-root strip was found in 1893 by a ,jo,iiit survey by the two. County Engineersand approved by, a+- 9,,Q"-the Clallam -rs o C unty Commissioners. The Engineers monumented the mouth of a? Eagle Creek and the county line corner at the north end of t L,. he strip in Section 28-30-2. The latter corner having been e preserved and now being marked by aconcrete post. This 383-, foot value is t consistent with deeds in Jefferson County, is used by, the Jefrerson County Assessor and a a o a , ppe rs n St te Highway and Railroad maps. OUR SURVEYS The 383--foot value appears most likely correct and to be upheld by the courts and we will use it r c , , or marking cur opinion of property line position in all w F ,. cases here he chain of title is such that the ownership line should coin -• o aide with the county line. There may be some instances of title to 396 i'oet.:being _indep6ndent,.or';County. in all cases clients will oe told that title in the 13 fast between 363 I and 396 feet is uncertain. ? Via will mark the county line parallel with the appropriate sections lines 363.00 feet easterly at"right angles there- from, except that for the 114 feet more or less north of the ` f fl , east-west centerline of section 28-30-2 we would run ' strai ljt , Y' . g to the established monument for the county line corner at the north end of the strip.' 9] ! . ? '++'iy,{"?.i'C+''fri'1:'1.at..W .?AAj,'rt+ ,•i r.14 VR?.. n': ? , : {? , I 114?L ?, l ? -ilrl , *- i? 1 { ' . .. , s 4 ;? Lf 3 ?4 ?Yx? ? ? ' F""nx 14 S ? r { r ? Clallam-Jofl'erson County Boundary T 28, 29, 3ON-2ry page 3 x OFFSETS Offsets, because of double corners, occur on both township lines crossed 7 eN , All record titles and surveyors reports have assumed corres- ? poeading offsets in. the county boundary line, enen though': the statute said it should run "south". y a3 Z would accept the offset procedure. Jw- ar? sue, r. `1Qrµ r r ?'? ] ??A? ? F 1,..1 •?J'S'. "'(l?'i4 (1n ?y f'? h-` r< l1? h IryR!W ? n war it{rte' w..,/, - y and accepted lines whether these lines agree with their descriptions ,. ti or not. But production of generations of maps compiled from other maps has f - + introduced considerable variance between maps and between bound- arles a s mapped and as described. The Bureau hopes to make a compilation of all such discrepancies to assist cartographers In ? - reducing cartographic dissentlon and confusion. We think this can b e accomplished even if the legal confusion remains unaltered because presently actual conflicts or disputes between counties with respect to their boundaries are practically non-existent. -------- aY y ----------------------------------------------------- *Remedy for such boundary differences is treated In the state ay f ' ? 1? statutes and lies in due process and In the courts (RCW 36.04.400, N ? 36.05.010 et seq. , 36.08.010 et seq. , 36.32.370-360) m•n w.. } k C 1 1 ?r ? 71 74. ?k'rS WAA t '• YJxwccsa .nsrn xi:'-.,1? ,..{?.rt?&P,'F- •?,,c The time to clarify boundaries, however, Is while there are no w ' disputes, while there is substantial agreement, or at least while ,' neighboring counties are mutually unconcerned and indifferent about discrepancies in monumentation or descriptions. Much of the uncon- cern and indifference arises out of the fact that many of our county boundary areas concern land of no value, or low population, or' federal reserves which are not taxable. We would like to point out J ' that this land is Increasing in value and population, that competition s 41 for all land use (and for assessing taxes thereupon) is becoming keener, so we can expect unconcern and indifference to change, and " i when it does, it is then much more expensive to adjust boundary" s differences. We would bring to your attention also that federal reserves are being t . d opened up more and more to recreational use involving long-lease concessions, individual and corporate lodges, ski-lifts, docks, camps, retreats, etc., that these improvements are taxable by the counties v and that many such areas sit astride county boundaries. Therefore we appeal to the county engineers and to land surveyors, i { '. engineers, rangers, assessors, and to all men who are interested in ' orderly and peaceful development of Washington State to assist us in gathering facts for the early recognition and diagnosis of county j? boundary ailments. r? S We would particularly appreciate having some of this data, (espe- cially any personal experiences or recollections that may throw light on county boundary history) brought to the coming conference of the Washington Stata Association of County Engineers and County a Commissioners at Aberdeen early in June. We could then acquire r h, and centralize this information quite efficiently, ?k a Very truly yours, a y a BERT L. CO E ommissioner g C Burton R. In ails y?} Bureau of Surveys and Maps r-??', 36.04.180 Hitsap county. Note: Section eonsolldatea part. of several seedon law., rewritten by tho reviser. [we note. to RCW 88.04.0(58] s. 388---6 . 36.04,180 - Counties.. .... 36.04.180 Hilsap county. Kitsap county shall consist of the ter- ritory bounded as follows, to wit: Commencing in the middle of <. Colvo's Passage at a point due east 'of the meander. post between sections nine and sixteen, on west side of Colvo's Passage, in township twenty-two. north, range two east; thence west on the j north boundary line of sections sixteen; seventeen and eighteen, to ' the head of Case's Inlet; thence north along the east boundary of Mason county through the center of townships 'twenty-two and twenty-three, range one west, to the north line- of said township twenty-three; thence due west to the middle of the channel of Hood Canal; thence along said channel to the middle of the main channel ' of Admiralty Inlet; thence following the main channels of said I - inlet and Puget Sound up to the middle of Colvo's Passage; thence following the channel of said passage to the place of beginning.; ` 11877 p 406 § 1; 1869 p 293 § 1; 1867 p 46 § 1; 1858 p 51 § 1; RRS § 3942.]! 3&04.180 lebwd county. Note: In meelon law, 1881 c 119 8 1, on which section based, words "Smith's, Deception" appear In place of .. mIth's Deception." 7'he main channel of Port Susan Is Camino Blue Oyatar Co. (19881 148 the common boundary of Snohomish W 84, 81 P2d 818, and Island Counties. orosne,rold v - ,e....... ?.+.+..._._.. _..__.?_... j 36.64,150 Island county, Island county shnn consist of all of the islands known as Whidby, Camano, Smith's Dcceptinn and Ure's and shall extend into the adjacent channels to connect with the ' boundaries of adjoining counties ns defined by statute. §3939,] [1891 c 119 p217§1; 1877p425H1,2;1869p292§I;18611pfib§1INfi7p46§l; RRS 30.01.140 Gmys Harbor county. Note: Section eonsolldstu parts of several session lawn, raw. tten by the j reviser. two note to RCW 88.04.0801 (., Gray. Harbor county's border ex. Ocean. Ex M Wketa (18]8) 188 W lends three miles off shore In Paclflc 28, 298 P 8. f r . w v..r ?7 ?4? r ? df ? ? v ? k 14'y xr , ` ? iG +1581 1 ] = } ?. _ ut ? 'Y, aeTel t{'r911 . ,? ;? $6.04.280 San Juan county. -- NOW Section consolidates Parts of several session lawe, rewritten by the reviser. see note to RCW 36.04.060 ' y.`P Y 36.04.291) Counties • Rosario Straits; thence northerly through the middle of Rosario Straits and through the G lf s 4 u of Georgia to the place of beginning. [1877 p 425 § 1; 1873 p 461 § 1 RRS ; 36.04.280 San Juan county. San Juan county shall consist the territory bou d f d o n e as follows, to wit: Commencing in the Gulf of Georgia at the place where the bou d 1 n ary line between the United States and the British os i p sess ons deflects from the forty-ninth - parallel of north latitude; thence follo i w ng said boundary line through the Gulf of Georgia and Haro Strait to the middle of the Strait of Fuca; thence easterly throu h F ^ a?n g uca Straits along the i center of the main channel between Bl t' - un s Isla nd and San Juan and Lopez Islands to a point easterl fro D h n _ ^ _ y m t e west entrance eception Pass, until o pposite the middle of the entrance to the y f 26158 ] ? - `r P.,: 86.04.230 Mason county. !vote: section consolidates parts of several session laws, rewritten by the g - reviser, Isee note to RCW 36.04.0601 - ?? l YT 36.04.2.10 Counties 36.04.230 Mason county. Mason county shall consist of the ter- ritory bounded as follows, to wit: Commencing in middle of the main channel of Puget Sound where it is intersected in the mid- channel of Case's Inlet; thence westerly along the midchannel of Puget Sound, vin Dann's Passage, into Totten's Inlet, and up said inlet to its intersection by section line between sections twenty- eight and twenty-nine, township nineteen north, range three west of the Willamette Meridian; thence south to the southwest corner of section thirty-three in township nineteen north, range three west; thence west along the township line dividing townships eighteen and nineteen, twenty miles, to the township line dividing ranges six and seven west, of the Willamette Meridian, which constitutes a part of the cast boundary line of Grays Harbor county; thence north along said township line to the sixth standard parallel; thence cast along said parallel line to the middle of the channel of flood Canal; thence southerly along said midchannel to n point due west of the intersection of the shore line of said Hood Canal by the township line between townships twenty-three and twenty-four; thence cast along sold township line to the line dividing sections three and four in said township twenty-three north, range one west of the Willamette Meridian; thence south along said section line to the head of Case's Inlet; thence south by the midchannel of said inlet to the place of beginning. [1877 p 409 § 1; 1869 p 29:1 § l; 1867 p 45 § 1: 1864 p 71 § 1; 1863 p 7 (local laws portion) § 1; 1861 p 56 ? 1; 1661 p30§1; 1860p458§1; 11154p474§1; 1854 p47.0§1;P,PS§3947.1 36.04.160 Jefferson county. Jefferson county shall consist of the territory bounded as follows, to wit: Commencing at the middle of the channel of Admiralty Inlet due north of Point Wilson; thence westerly along the Strait of Juan de Fuca to the north of Protection { Island, to a point opposite the middle of the channel between Pro- tection Island and Diamond Point on the west of Port Discovery Bay; thence following up the middle of said channel to a point direct east of the mouth of Eagle creek; thence west to the mouth of Eagle creek; thence one mile west from the mouth of said creek; thence south to the summit of the Olympic range of mountains, it being the southeast corner of Clallam county, on the north bound- ary line of township twenty-seven north, range two west; thence west to the west boundary of the state in the Pacific Ocean; thence southerly along said west boundary to a point opposite the mouth - of the Queets river; thence cast to the range line dividing ranges six and seven west; thence north on said range line to the sixth j standard parallel; thence cast to the middle of the channel of Hood Canal; thence northerly along said channel to the middle of the 12652 1 I 36.04.140 Grays Harbor county. Grays Harbor county shall con- sist of the territory bounded as follows, to wit: Commencing at the northeast corner of Pacific county; thence west to the west boundary of the state in the Pacific Ocean; thence northerly along said bound- ary, including Gray's Harbor, to a point opposite the mouth of Queets liver; thence east to the west boundary line of Mason county; ?- thence south to the northeast corner of township eighteen north, range seven west; thence east fourteen miles to the southeast corner i of section thirty-two, township nineteen north, range four west; thence south six miles to the southeast corner of section'lhirty-two in township eighteen north, range four west; thence east two miles to the southeast corner of section thirty-four in the same township; thence south to a point due cast of the northeast corner of Pacific county; thence west to the place of beginning. [(i) 1 H. C. § 3; 1873 !. p 482 § 1; 1869 p 296 § 1; RRS § 3927. (ii) 1915 c 77 § 1; RRS § 3938. (iii) 1925 ex.s. c 40 § l; RRS §3963-1.1 ._,.,. 36.04.050 Clallam county., Clallam county shall consist of the territobounded as follows, o wit; Commencing at the northwest corner' Jefferson county at a point opposite the middle' of the i 'channel between Protection Island and Diamond Point on the west f of Port-Discovery Bay; thence following up the middle of said I channel, to a point directly cast of the mouth of Eagle creek; thence ) west to the mouth of Eagle creek; thence one mile west from the 1 mouth of said creek; thence south to the north boundary line of township twenty-seven north, range two west; thence west to the west boundary of the state in the Pacific Ocean; thence northerly along said boundary to a point marking the north terminus of the 1 west: boundary of the state in the Pacific Ocean opposite the Strait of Juan de Fuca; thence easterly along said Strait of Juan de Fuca, where it forms the boundary between the state and British pos- sessions, to the p1hce of beginning. [(1) 1869 p 292 11; 1867 p 45 § 1; 1854 p 472 § 1; RRS § 3929. (if) 1925 exs, c 40 § 1; RRS § 3963-1.J i County Boundaries 36.04.170 a• channel of Admiralty fhlot;.thence northerly following the channel of said inlet to 'a point due north of Point Wilson and place of he- ginning. [(0 1 H. C. 112; 1877 p 406 11; 1809 p 2112 11; RRS §30111. (ii) 1925 ex s, c 40 § I; RRS 13963-1.1 e ttoe ArFa ?,c °??? ao 9? I w vaAbn °m ,o wmOpp? b5'.. 4 a m , . : z»9..g p ?Ri R " n g?q E= dge,3 G`?? ?' . a R ZR g ro??^ mk? 8,04 y 93 i 0 /. u, ,dw. . 1 ? ; 1 = i s ? e ; sK 4r A ( ? l ?Y E ?.. - r g i ? TM S ? rte' i 36 04.050 CWI= county. ; Note Beaton laws, 1889 to form this thin section. p 292 1 1 and 1925 ex. a. c 40 1 1, have been combined . k R Contemporaneous constroctlon by Protection Inland In not within ,. n3aumptlon and continuo" exemtae Clalinm County. Puget sound Net. of Jurisdiction over the territory by Bank v Flaher (3809) 82 W 249 100 fp 1 , o ce- of one county may be shown P 724. when statutory ,= tt p on of county boundary le ambiguous. Puget sound Border of Clallum County extenda r - , Net. Bank v Maher (1908) 52 W 240, three man off ahore In Pacific ocean. 100 P 724. Mc re man (1925) 180 W IS 239 }=' : , P8. , f ... S • } ? 1 r l f ?? }lr ?? 1 1 ?i , f9 ) a ? , T :,'1 ?, ' f5 r , 7 1 ?h t f r ;f `,. V, 1 ? L ?t 36.01.040 Counties - 36.01.040 Conveyances for use of county. Every conveyance of lands, or transfer of other property, made in any manner for the use of any county, shall have the same force and effect as if made to the ' county in its proper and corporate name. [Code 1881 § 2656; RRS § 3085.] 36.01.050 Venue of actions by or against counties. All actions - a against any county may be commenced in the superior court of such county, or of the adjoining county, and all actions by any county -9 A shall be commenced in the superior court of the county in which _ ? the defendant resides, or in the county adjoining the county by .,. " 9 which such action is commenced. (1854 p 329 § 6.1 F 36.01.060 County liable for certain court costs. Each county shall be liable to pay the per diem and mileage, or other compen- sation in lieu thereof, to jurors of the county attending the superior court; the fees of the sheriff for maintaining prisoners, and his costs in conveying them to and from the court, as well as their board while there; the traveling expenses of the sheriff of the county, when in criminal cases he is required to attend or travel to the superior court out of the limits of his own county; but no such - claims shall be paid by the treasurer unless the particular items are approved by the judge and certified by the clerk under the seal of the court. For the time or travel which may be paid by the parties or United States, no payment from the county shall be _ allowed, and no officer, juror, or witness shall receive from the county double pay as a per diem for the same time, or as traveling expensm or mileage for the same travel, in however many different - a capacities or in however many different causes they may be sum- moned, notified, or called upon to testify or attend in. [Code 1881 'k § 2110; RRS § 508.] Chapter 36.04 COUNTY BOUNDARIES tf Sections - :) 36.04.010 Adams county. 36.04.020 Asotin county. 36.04.030 Benton county. 36.04.040 Chelan county. - 36.04.050 Clallam county. 36.04.060 Clark county. 36.04.070 Columbia county. 36.04.080 Cowlitz county. ?j 36.04.000 Douglas county. 36.04.100 Ferry county. 36.04.110 Franklin county. 1t 36.04.120 Garfield county. ,, 1 2044 1 - i F. } -aa :u..r vS.v?111,JA.iaa w. r, q ;}k P ?' :-u :I ? ? ,+ . r ? .. -J . ti County Ilouudarics 36.04.11111 - - 36.04.130 Grant county.` - - 36.04.140 Grays Harbor county. 36.04.150 Island county. - 36.04.160 Jefferson county. - 36.64.170 King county. - 36.04.180 Kitsap county. 36.04.190 Kittitas county. 36.04.200 Klickitat county. 36.04.'210 Lewis county. 36.04.220 Lincoln county. - 36.04.230 Mason county. 36.04.240 Okanogan county. 36.04.250 Pacific county. - 36.04.260 Pend Oreille county. -36.04.270 Pierce county. 36.04.280 San Juan county. - 36.04.290 Skagit county. - 36.04.300 Skamania county. 36.04.310 Snohomish county. 36.04.320 Spokane county. - 36.04.330 Stevens county. 36.04.340 Thurston county. - s I 36.04.350 Wahkiakum county. - .36.04.360 Walla Walla county. 36.04.370 Whatcom county. 36.04.380 Whitman county. 36.04.390 Yakima county. of county boundaries. 36.04.490 Survey Adams county shall consist of the ter- ounty . 36.04 .010 Adams c the northwest cor- rilory bounded as follows, to wit: Be inning t ne y range r of township fourteen north, nning thence north to the fourth standard l Willamette Meridian; ru the Columbia River Guide Meridian; thence t o parallel; thence east fifth standard parallel; thence east on said parallel e h enc north to the the ranges thirty-eight 'and thirty-nine; t - to the line between here it intersects the. Palouse river in town- south on said line to w ship sixteen; thence down said river to where the line between wesl on thence r e d townships fourteen and fifteen crosses sli ; 3924,? Inv RRS (1883 P 93 § i ng. said line to place of beginn shill consist of the t he 36.42.020 A-volin county. Asolin county ritory bounded as follows, to wit: Commencing at n point in the. o b''U`iecn ranges forty- li n channel of Snake river on the township thence running south idian . ; four and forty-five cast, Willamette Mer township eleven north, thirty i ? , on to the northwest corner of sect f i{46 1 ,,r,i/i;?..141'?;??w?.??-a?F?tir,w,ry?+ti`l?,a?.?,??a?m',??a ?+Cud.t; ?•'J} ,? a ' , ... ,r e, ? ?.i;? .J., Not" i 771 f, 36.04.350 Counties of the Nisqually river; thence up midchannel of said river to a - point where it strikes the north boundary of Lewis county; thence due west to the northwest c orner of section twenty-six, township fifteen north, range four west; thence north to the southeast cor ner of section thirty-four in township eighteen north, range four west; thence west on the townshi line t th p o e southeast corner of section thirty-two; thence north on the section line to the place of be. i g nning. [1 H. C. § 3{; 1873 p 482; 1869 p 294; 1867 p 47; 1863 p 7; 1860 p 458; RRS § 3958.] - 36.04.350 Wahkiakum county. Wahkiakum county shall consist of the territory bounded as follo - ws, to wit: Commencing at the southeast corner of Pacific county, on the Columbia river; thence - up midchannel of said river to the southwest corner of Cowlitz - county; thence north to the northwest corner of Cowlit t z coun y; thence west on the northern boundary of township ten north to the line between ranges eight and nin e west; thence south to the place of beginning. [1879 p 213; 1869 p 295; 1867 48 1854 p ; p 474; RRS § 3959.] 36.04.360 Walla Walla county. Walla Walla county shall consist of the territory bounded as foll ows, to wit: Commencing at a point where the boundary line between Washington and Or i - egon ntersects the Columbia river; thence up the main channel of the Columbia to the mouth of the Snake river th ; ence up the main channel of said river to where the range line between ranges thirty-six and thirt - y seven intersects said point; thence south on said range line to the northwest corner of townshi i - p n ne north, range thirty-seven east; thence cast on the north boundary line of township nine north ra , nge thirty-seven cast, to the northeast corner of said township; thence south on the line between ran es thi - g rty-seven and thirty-eight east, of the Willamette Meridian, to the northwest corner of townshi p eight north, range thirty-eight east; thence along the north boundary line of township eight north , range thirty-eight cast, to the north- east corner of said township; thence due south to the line dividi ng the stale of Washington from the state of Oregon; thence due west on said dividing line to the place of beginnin i 1 I - g. [( ) f, C. §33; 1879 p 226; 1875 p 133; 1869 p 397; 1868 p 60; 1867 p 50; 1858 p 51; 1854 p 472; RRS § 3960. 00 1879 p 226; RRS § 3960 .1.1 36.04.370 Whalcom county. Whatcom county shall consist of the territory bounded as follows t , , o wit Commencing on the forty- ninth parallel at the point dividing the American and British pos- sess o i _ i ns n the Gulf of Georgia; thence along said boundary line to where it deflects at the north entrance to the H S - aro trait; thence along the northeasterly boundary of San Juan county to the ninth standard parallel or the northw - - , est corner of Skagit county; thence due east along said parallel to the summit of the Cascade mountains; l U4121 AR Msf C Ut ra tr9,.} nr A7r Wr , m^ .. ., i.., ;... ?f County Boundaries 36.04.380 - thence northerly along the summit of said mountains to the forty- ninth parallel of north latitude; thence west along said parallel to the place of beginning. [1 H. C. § 34; 1877 p 426; 1869 p 291; 1867 p 44; - 1859 p 60; 1854 p 475; RRS § 3961.] - :36.04.380 Whitman county. Whitman county shall consist of z the territory bounded as follows, to wit: Commencing, pt a point where the range line between ranges thirty-eight and thirty-mine - - east intersects the fifth standard parallel, being the northeast - corner of Adams county; thence east on said parallel to the boundary line between Idaho and Washington; thence south on said boundary line to the midchannel of the Snake river; thence down the mid- channel of the Snake river to its intersection with the midchannel - of the Palouse river; thence north along the midchannel of the - Palouse river to the point where the same intersects the range - line between ranges thirty-eight and thirty-nine east; thence north - along said range line to the place of beginning. [(i) 1 H. C. §35; - 1875 p 189; 1871 p 134; RRS § 3962. (ii) 1883 p 87; RRS § 3935. (iii) 1883 p 93; RRS § 3924.1 - 36.04.390 Yakima county. Yakima county shall consist of the territory bounded as follows, to wit: Commencing at the northwest corner of township six north of range twelve east; thence east along the north boundary of township six north until said line intersects the range line between range twenty-three cast and range twenty- four cast; thence north along said range line to the Columbia river; thence north up the midchannel of said river to the southeast corner - - - of Kittilas county; thence along the southern boundary of Kiltitas county to the summit of the Cascade mountains; thence southerly to the southeast corner of Lewis county; thence west along the line of said county to the northeast corner of Skamania county; thence along the cast line of Skamania county to the line between town- . - ships six and seven north; thence east along said line to the place of beginning. [1905 c 89 § 1; 1896p 168; 1873 p 571; 1869 p 296; 1868 p 60; 1867 p 50; RRS § 3963. ] - 36.04.400 Survey of county boundaries. All common boundaries and common corners of counties not adequately marked by natural - - objects or lines, or by surveys lawfully made, must be definitely established by surveys jointly made by all the counties affected _ thereby, and approved by the board of county commissioners of such counties. The cost of making such surveys shall be appor- tioned equally among the counties interested, and the board of county commissioners shall audit the same, and the amounts shall be paid nut of the county current expense fund. [Code 1881 § 2661; RRS 3990.] 1 aes 1 J MW 11 ELI _ NOTES-_(`eneral Provisions 36.0IA40 f ca Power t sei s County' powers tam o ac as exerclsed by der noes eit here wise disqualified. 39 ALR 1470. o[her commissioners. 24 OAG 250, Attorney G`o-aJ: Powers of county (s commissioners. 49 OAG 43. " 36.01.040 Conveyances for use Of county. " Attorney Genend: Power of county Acquisition and dis - posal by wun es to ownership of tax Bale rent pro ti _ p es of property with erty. 44 OAG 272, governmental - agencira. 49 OAG 47. Procedure for acquisition of the fee. 43 OAG 1 20. Ownership of real property outside state by county. 37 OAG 148. - - 56.01.050 Venue of actions by or against countles. Annotnnoro: Venue of action against county. 93 ALR 500. 36.01 .060 County liable for certain court costs. Note; Wording differs from Code 1881 5 2110, nn which nectlon boned . Court may not charge cost of sten- Costs, when justice of the pence ogrnphlc notes of dull trial to county ud . J gment is net aside in superior Ex rel Rochford (1892) 4 W 30 29 court , , may he awarded against noun- P 784' t y, Ex rd Dean (1903) 31 W 952, 72 Coate of civil or criminal trial may P 476, not be loved against n county with- Annotations; Cosh against county in out express; statutory authority lectio . n contest or recount. log ALR Fierce Cty, v 31agnueon (1912) 70 K' 906 " . 699, 127 P 302, This section does not aulhorine puCo is against 157. county in habeas cor. awarding cost a against county fur Piptoccedinge before Juvenile court. Attorney General; Couoty'e liability erce v 1, agnuann 119121 70 W for cost h s on sbenn corpus appeals. 690, 127 P F 302. SO OAG 08. ' - Claims under this nectlon do not County's authority to cnllcct cost Ma•e to be prcnentM to county com- frnm city In s ) " - pPen n frmn conviction miselnners. Old Nat. Sank v Lewla in police court. 14 OAG 348. Cty. (1926) 137 W 430, 142 P 961. - Chapter S6.O4 COUNTY BOUNDARIES 36.04.010 Adants county. 36,114.(1:0 Asotin county. if 36N-3 + vx':ikG Ms kwwIv A-S? a.K ,)4 r\ '1 4?^ ( . . . . s,. ! . rr. -•-_. .. ...,..,...,.114 . .? .a... ._..._,.., ..`...,._?f.?.,.t...u,..,.__...,. LL.,p.??..-_.?s..•..,_.....-_._ NOTES--Actions to Establish Boundaries 36.05.020 36.05.020 Noninterested judge to sit. - 36.05.030 Residents of affected area may intervene. - 36.05.040 Questions of fact to be determined. - 36.05.050 Court may establish boundary line. - - - Note: In session law, 1897 c 76 a 6, on which section based, words "boundary overnment section" appear in place of "boundary line or any line on an ? - y g government section." - 36.05.060 Practice in civil actions to prevail 36.05.070 Copies of decree to be filed and recorded. _ !S 36.05.090 "Territory" defined. Chapter 36.03 TRANSFER OF TERRITORY WHERE CITY'S HARBOR - LIES IN TWO COUNTIES - - ,m. 36.09.010 Petition and notice of election. Not,; hording and arrangement differ from session haw, 7891 c 114 p 1, on which -tin. bawd, - - Attorney G-rai: Counting Ago.. I-, IG•?Irw; Tide and nh.reland turen on Petitlnn for rhange of rnun. right, 23 191.11 935. ty bound.ry. 13 OAG 36. - 36.09.020 Conduct. of election-Prochtmation of change. 36N-'J ), t? i?Fl,.,a?.??.--"' , t4i:(• s.?x:?, i LaQ., .. wfvwl ?.1¢aa4 . ? ai ?d ? i ??"i ? .. t,., . e i l _ J J.Jt?. ?I 36.08.030 NOTES--Counties 56.08.050 Official proceedings not disturbed by transfer. Note: In session law, 1891 c 144 § 3, on which section based, words "or other official" follow "Judicial." - 56.08.040 Local officers to serve out term. 36.08.050 Transferee county liable for existing debts-Exception. 36.08.060 Adjustment of Indebtedness. 36.08.070 Arbitration of differences. 36.08.080 Expense of proceedings. 36.08.090 Transcript of records by county auditor. Chapter 36.W DIVISION OF COUNTY 36.09.010 Debts and property to be apportioned. Action by Aid county against new New county created from terri- county on statutory liability requir- tory of old county, retains all Its as- Ing assumption of proportionate aety and noiumes all existing obllga- share of old county mdelnrdneav fails Uons in absence of atxtute. Douglas within RC%V 4.16,130 prescribing two- Cty v Grant Cty. (1913) 72 W 824, year ]initiation. Douglas Cty. v Grnnl 130 P 360. . Cty. 11917, 98 W 883, 167 P 928. Dit Lviun of counties and apportion- Under formation of new courity rent of assets Is legislative function. n from territory of old county by spe. Douglas Cty. v Grant Cty. (10131 72 , c•ual act complete ur itself containing N :137, 130 P 366. no provision as to assets of the old ;tnnolanlonv: D,bt limit as affected the to w county in not ent"l tt county . by Mrnndaries of county 94 ALR 81A. to nh are in such ooo-l. und,•r thin hr,.. tlnn. Douglas rty. v Grant ('tt .%Itornry Grmmd: Rffcrt of consolh a 1913, 71 w 824, 130 P 3d6. dauon on property and debts of par. eat county. 07 GAG 2. a 36N-ill - - 1t r a 36.32.370 Counties - trict meetings as may be called for that purpose. [1939 c 188 4; RRS § 4077-5.] - - 36,32.370 Land surveys. The board of county commissioners, _ through a surveyor employed by it shall execute all surveys of land - that may be required by the county. The certificate of the surveyor so employed of any survey made of lands within the county shall be presumptive evidence of the facts therein contained. [(i) 1895 '. e 77 § 3; RRS § 4144. (ii) 1895 a 77 § 4; RRS § 4145.] Reviser's note: The >ertmas from duties transferred to county commis- which this sertion is dejived were a sionen. These are the only sections, part of the L,w gove,mo4. ou my engt- we believe, which may till have - neers. By 1937 r ltli the o01ce of vahdlty and which are affected by - _ county engineer was abolished and the transfer, _ 36.32.380 Record of surveys. The board of county commission- '. ers shall cause to be recorded in a suitable book all surveys except - - such as are made for a temporary purpose. The record book shall - - - be so constructed as to have one page for diagrams to be numbered - - progressively and the opposite page for notes and remarks; no dia- gram shall be so constructed as to scale less than one inch to twenty - chains. [1895 c 77 § 5; RRS § 4150.1 36.32.390 County employees, vacations and sick leaves. Each employee of any county in this state who is employed on an hourly or per diem basis, who shall have worked fifteen hundred hours or - more in any one year may in the discretion of the board of county - commissioners be given the same vacations and sick leaves as arc provided for the, employees of the county employed on a monthly basis. [1951 c 187 § 1.1 1 i'H',fi" ,' 2. U.32.360 NOTF-S -Countlea Section not unconstitutional on directly is any contract of the muni- ground it may increase or diminish cipality. Ex el Crulkshank (1940) salaries of county officers. Ex rot W2d 145, 97 P2d 838. -' Cruikshank (1940) 2 W2d 145, 97 P2d This section not unconstitutional wr 638' In violation of "equal prlvilege" c:auxv - - This section does not conflict with of the Ante conetitutioo En' rel rule that it is "I'm" public policy Cruikshank (1940) 2 W.".d 145, .r, PU -' for municipal or quad-municipal offl- 638. cers to be Interested, directly' or In- 36.32.360 Conventions. _ vote: Wording differs from session law, 1939 c 188 § 4, on which section based. Attorney Geaerul: Commfestoners right to expennen. 48 OAG 95. 36.32.370 Land surveys. i s ?tote: Session lawn on which section based read: Whenever a survey may be required of any land I. which the county nurveyan or either of hie deputies, shall be Interested, or when, - from any canoe, there shall be no Purveyor or deputy surveyor of the - county to be round, or able to act, auch purvey may be made by any aurveyor the county commissioners may appoint. (1895 c 77 4 4) The certificate of the county Purveyor, or his deputy, of any survey made by him of any lands in the county shall be premrmptlv. avldence - of the facts therein contained, unless nuch surveyor or deputy shall In person or by deputy or surve t Th - , y , e coun y be Interested therein. shall make and execute all aurveyn, and shall be engineer in charge of all construction within him county required by the county commtr sinners, or by order of any court, or by application of any person therefor. Provided, That nothing contained 1. thin section shall con- strain the county commissioners to place the county surveyor in charge of engineering work if they, for any cause, bellevP him Incom- . - 8) petent in take charge of ouch work. (L 1895 c 77 it Comminnioners may contract for Ing Co. v Clarke Cty. (1916) 268 F crnleing of timber. Pacific Tbr. Cads- 510. 36.32.390 Record of surveys. Notei Session law on which meetlon based reads: " Each county Purveyor shall record in a suitable book all survey, :V tends by him and hie deputies, except much as are made for a tam- porary purpose, and nurveys of highway, and village plate; and he shall make a complete record of all conatruction notes, and ahmlI elan " record the survey of any other surveyor, winch shall be made in his county, whenever demanded by sny person: Pruvldnl, The fees for recording the name shall be paid the name - provided for cotmty nuditorm: Provided further, That such survey appears to have been made In accordance with the laws of the ntale. The record book shall be so constructed an to have one. page for diagrams, to be numbered progressively, and the opgnlte pnge for notes and remarks; and nu ' Al agram shall he en constructed an to sea1P Iron than one Inch to twenty churns. The course and distance of all Ilne¦ tun. and the number of nrrrs contained In Pitch plerr of land surveyed, shall be entered on the ' SON--tlfi !r ? r s n " £^+ fi ?ryp + 'J .Ir aI 14 L S' " ? v t , . 4 : . Np ry+ .,, ?,; 4?. ilo•, •ri Lr a S? T ;? (Copy of a letter which was forwarded to the U. S. Geological Survey, ' Topographic Division, Sacramento, California, in response to their It Inquiry through the Washington State Division of Mines and Geology) ter. STATE OF WASHINGTON DEPARTMENT OF NATURAL RESOURCES `s BUREAU OF SURVEYS AND MAPS February 26, 1358 Marshall T. Huntting, Supervisor Division of Mines and Geology , Department of Conservation k Olympia, Washington REF: 606 Dear Mr. Huntting: u? # The enclosed abstracts from the Revised Code of Washington and its annotations are the basis in part for the county boundaries in this state. Since you referred the county boundary problem to us on the 16th of { >. January, we have collected further data from county engineers, assessors, and interested engineers and historians, which Is not yet sufficiently checked or compiled. We will send this to you when completed. We should like to caution anyone using the RCW that the annotations muct " be consulted, that they require further addenda to be authoritative and complete for cartographic purposes; and even when completely annotated, the RCW is not the final legal authority where the record is obscured, garbled, or loosely described. Some county boundaries are so poorly described that they cannot be drawn with certainty even on a small scale map. Some obvious blunders in description have been changed by the code` reviser (see annotations to Franklin and Grant Counties for example), but it appears that in other cases, the code reviser himself may have erred. Again: the code reviser's version is nor necessarily the "true" one, In of the county every map yet examined, we find considerable cartographic "ad Jibbing" defects in the boundaries. awe wonder if some of the "ad libbing" couldn't because held closer to legal and historical fact. A primary source of county boundary Information is the county assessor (we have consulted four so far). We find that the assessor gets his boundary from the Metsker and Kroll Map Companies, who get theirs from the county engineer, who gets his from the examination of the U. S. Geology - can Survey quadrangles, If any are available, or older Metsker maps. The ' a situation remindsoneof Little Black Sambo, where the tigers march In a circle around the tree, each with another's tail in his mouth. The counties on the western slope of the Cascades--Whatcom, Skagit, -0 a Snohomish, King, Pierce, and Lewis--are separated from their eastern neighbors--Okanogan, Chelan, Kittitas, and Yakima Counties--by a bound- ary described variously as the crest or summit of the Cascades. Although p we have questioned a number of the older engineers and historians, we have k not yet found any evidence that any part of this line has ever been meandered. C t ?" r+ ` In King County there are assessments of recreation developments in the two passes, Stevens and Snoqualmle. A ski lift Is assessed in White Pass beetween Yakima and Lewis Counties. A small tract of Northern Pacific' ' .t h timber lying near the boundary Is assessed In King County, An insignificant f r, amount of border friction has developed between Chelan, King, Kittitas, r F,Y n' Lewis, and Yakima Counties. None of the other counties bordering on the crest are the least concerned with their boundaries, because the nearest assessment to the crest In Snohomish County, for example, Jr.. twenty-five aM s? miles and In Whatcom, nearly double that. v J%V%, 7r" "7,7, 3 7 77 77 777 A?, T t ?a fi' s rn??t,- _ r ) } I ` - (w 1, A4 J M?3j - l C - O - P - Y Marshall T. Huntting--February 26, 1458--page 2 Along limited segents of the crest, in the mountain passes between King and Chelan and King and Kittitas Counties, the county assessor makes his assessments on the basis of a boundary sensibly different from the crest, in some cases as much as a mile. This "assessor's county boundary" is drawn along section lines and is a "you take this, I'll take that" sort of an arrangement. The counties concerned carefully searched their records and found no trace of who made the county boundary agreement, when, or by what authority. They assumed that the agreement was on file in Olympia. We have searched in Olympia and have failed to find it. Nevertheless, numerous maps show these boundaries as broken right-angled lines following along this "assessor's county boundary Unless we can find a recording proving that this boundary was established by due process, it has no force whatsoever as a county boundary. A similar situation exists along the mountain divide between Kittitas and Chelan Counties which is likewise described in the statutes In "crest" terminology. Until further data is brought to light on this question of the mountain crests or summits, we believe that the Geological Survey would do best to trace a boundary from photogrammetric evidence on available photos or visual examination of their own topographic maps or--failing these two--an examination of Army, State Highway Department, or other reconnaissance mapping. We do not think it advisable to compile bound- aries from existing maps which are not based directly on field evidence. Although there are cogent arguments for using the "assessors' county boundaries" for cartographic delineation (see code reviser's annotation for Jefferson County in Puget Sound National Bank vs. Fischer), we do not deem It advisable to use this boundary until further checks are made into its s. history and consistency. We have not covered here all of the county boundary problems in this state by any means, but we have introduced some of the major problems and given you something to work upon. We will continue to press our investi- gations, and if the Geological Survey wants Information on certain counties right away, we could reschedule our investigations to suit. We welcome further correspondence on the matter. We hope that the Geological Survey does not underestimate the leadership which they are providing In cartography: it seems fairly clear to us that most of the county boundaries drawn on maps produced in this state have been compiled directly from USGS, and in view of the looseness of our statutes, one could easily say that the USGS is the primary cartographic source of our boundary Information. We hope that we can be of service to you. Very truly yours, E BERT L. COLE, Commissioner Burton R. Ingalls ENC. Bureau of Surveys and Maps C1' F. ..1 7"T1Ntl:fjiFzy,/ ?AYi? mill F'l:',?CST. l? ?l+fq?.WUPM'7F'ry'SYM`Y?'?'?ll?WiC4?lY?GPNIa?? :?? SY 9 M ? ? { l j ? Y ; )?l a Fx ?. i .y= can ,mu no aumortty etmer to me statutes or in subsequent litigation for defining the northernmost water boundary of Jefferson County beyond L ° ' 11 atitude 48 . We do not know the cartographic origin of the northern- most Jefferson County boundary placed at roughly 48°201 north latitude. Our 3 = x - ' reading of the statutes would place this water area roughly north of Port Discovery Bay between latitudes 48' 11' and 48°20' In Island County. NOTE 03 - CLALLAM COUNTY The phrase "at the northwest corner of Jefferson County" is misleading and incorrect and the descri tion o ld b l ifi d b d , p w u e c ar e y eleting this phrase. NOTE 04 - CLALLAM AND JEFFERSON COUNTIES Because the north boundary of Twp. 27N has not beer, surveyed between Range 2W and Range 8W, the boundary between Clallam County and Jefferson County along this segment of the line should be described as the "a roxi- mate Boundar " or ' b bl b d " y pro a e oun ary . The north line of Twp. 27N projected from the west is not collinear with the north line of Twp. 27N 1 projected from the east. Two solutions seem to have been used by cartographers: 1) the method of making true projections of the township line from the east and west and joining these projections by a short north- south jog in the line at approximately 123°37' west longitude (since the placement of this jog is completely arbitrary, we favor placing ' it at 123°36' west longitude, because this is on the crest of the range). 2) the second method used by cartographers is to draw a singgle slo ed line betwee th h b d f p n e nort oun ary o Twp. 27N Range 2W and the north boundary of Twp. 27N Range 8W. If this mountainous territory is ever surveyed by the General Land Office, Method No 2 is likel to become the bo da b h . y un etween t ry e two counties. But until this is settled by surve we favor Method N 1 b y, o. , ecause the actual crest will probably never be sectionized, whereas the present townships may be extended westward from the east side along the projected line and eastward from the west side along the projected line at least some distance. Further, the use of a sloped line misleads some cartographic compilers to draw a third line (dotted line i k h hi h i a n s etc ) w c s poorer solution than either Methods 1 or 2. NOTE 06 - JEFFERSON COUNTY The line between Jefferson and Grays Harbor Counties is a parallel of latitude and has no jogs in it. The actual position of this line is in doubt because the mouth of the Queets River is indefinite. This boundary should be labeled "approximate". r4, " r ( ? ? i 4 { L• I 5'??l ?1?TM ? 1?L! Y" ! , i .w., 5?. ? j jl ? Y+?q y:w? ( ? ti v ? r ?? 1 1 r 1 } 7 4 ?p ? 1 1 Z _ ! 1. Fu 5 5 i glk? C- O - P - Y Marshall T. Huntttng--February 26, 1958--page 4 NOTE 07 - JEFFERSON AND MASON COUNTIES The range line between Ranges 6 and 7W is unsurveyed between the north boundaries of Tw . 22 and Tw 24N The f hi li h ld p p. . re ore, t s ne s ou be described as "approximate". NOTE 08 - JEFFERSON AND MASON COUNTIES The sixth standard parallel between Jefferson and Mason Counties is unsurveyed, and this boundary should be described as "approximate" along its full length except the last four miles before striking Hood Canal. NOTE 09 - MASON COUNTY Proceeding northward the range line between Ranges 6 and 7W jogs to the west ne half il h o - m e on t e north boundary of Twp. 20. The range line is unsurveyed north of Twp. 22, and the remainder of this line to the Jefferson County boundary should be described as "approximate". NOTE 10 - GRAYS HARBOR COUNTY The description for the east line of Grays Harbor County does not read quite the same as that for the west line of Mason County unless the word south" is very loosely construed. u,- Ig L ?{? A`Lxq yg""my P?tPlT h3 ?"J ?b"ZR& ? ? .e . ' .., q / t? c frF r g7 ?' ? } k 37 , ?vG? i :!? .r. 1 . n and ?' a IE. L?aLh9??l? J? ,. Y 4 K ? '? ??...V•b.S:.-°+C ?'.O'v.?°•?q?•p °'°: G"" • ? 'O ? C?A 4w OUa q'u? G ?'a cl. O 0 c E O O p' y •b ?' a . p. y ; v :Q '? " to 0 bap 0 ° a a o «•.E ° T E a a w a , O .• • G'° O Cz' o '.. ?' ^. '. 8" o ca u v, c b E c 6 'rn u m } '" 0 Q W O O U 'a0 C'r°_• G P ? ? E ? P ?? ? U "O' J ? ? -C C ? t°n' a B ? ? w J U ? ti O .N ? .G :go 'va i e ?P « ° « v o O a ^. +"S., O a .°^. .+ a° o C F v Gp r by ©rC o G ? d to o F~ G + :w a O m x ? + G 'CFA 4°-i 7° O° E W N 7 a° O C .C 'c ° `, a o O rx C°J F Q O 4. PL ?t y w t^ ur ' O wa a'G m•°-aa.9:o° Ao>8 °«v mo.°cF 9,«'A aU o pF? E . ^ b O d to a• H C ° ° C °n M G .°+ .°.• p , .° ^° ,, . a r , . 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F S a •o a?, ,? c g? c '? '9 ? •a ? f r q? c 4 w ! ? / r ??P iA.?L....-•r_ !/vG! J ??'O?.ar..?/?I••.?? lY"?N L4??` /l/. /_?7 :i?'3? ?. / 1??. .??. 1Y PIN 77 W `ry?pS3 7'.^'f ?r1 r ?? try x ». ? w tl y>,n.r-'.y •'?c?n.r??+. ? 4 .+ :. u?,. { ?>: ?p,(,7'? SJ11p?.°'JY MI(t ?i;.A''?AS??wwiyq,?? + ? } 1 ? ? y lr r ? , a H n \rr r _ 1 1 ? r- ? 1 y ft r'? r t ? ` r i ?Sti ?b ,qP+o Y8 ' f 1 . y ] rC WWI I u : THE report of E.A,FitzHenry, Coun $y Surveyor, who, IA-- with funetion the Surveyor of Jefferson County, had, pursuant to do a r ribructions of the Board of County Cotmnissioners . , surveyed and estab- lished the Boundary line betw een CLALLAP:1 COUNTY and JEFFERSON s COUNTY,was read, as follows; , ? ?r7 r 1 r 4 t -i J,i I y?4 !, f t a 1? lyl ?y yI? sr { sf l (arc; > r ? 1 i v { r{ c n ? r 4 it ' r ?3r ? r E?V?ti 4? E r r rat r.` r .<<?t . 17 7 V, 10. ?1 * " ? SURVEYOR'S REPORT Surveyor's Report of Clallam and Jefferson County uoun dry s ''3E line,in dispute at the present t6me- k, Report as follows:- Commencing at the mouth of Eagle Creek and running one . # mile West// as doscrioed in Hills Annotated Code of WashingtonI then established a post at the mouth of Eagle Creak six by six inches and eight feet long,set four feet, in the ground and crioed up around so as to protect from high water or rough surf,said post is marked Clallam County on the North side and Jefferson, x b County on the South side.Prom said stake nears. .y TR t' a fir tree thirty six inches in diameter South 22 degrocs West ninety nine and five tenths feet A fir tree 24 inches in diameter North 43 degrons West 233 feet. r. A fir tree thirty inches in diamotnr North 71 degror,s and ' 45 minutes West 298 font, all three trees marked and olazod 3.T. Line running West from mouth of Eagle crook intersects Section ?line oetwaon motions 27 and 28 throe hundead ind sixty seven Yh ! r ' and seven tenths fort from mouth of said crack. 114 feet North of 1/4 Section post oetwoon said sections then continuing the line to the West. one mile from place of ung;inning and astablished a coador post four oy four and six feet, long; set t o feet in the around to which onars a fir trnn 14 inoi:es in diamnt,jr Norf,h 45 ? dagroes East ten fart, r ' A fir tree 18 inches in diamntor North 15 doh rocs West 20 r feel. ? ? ? ? ? ? t? , h A fir troo 20 incline in diametm• South 45 dam-nos West, 10 ?? feat. 71 s? At Said stake is marked Clallam County on the North and West sides and Jefferson County on the South East side.' , ?y The result of the survey gives Jefferson County a strip of ry 9...Wr land one hundred and fourteen font wide and three hundred. and ai sixty seven and seven tenths long on the South side of lot two (?) e Section number 27. oeing approximatoly one acre in measurement and a strip of land one hundred and fourteen feet wide and four i? thousand nine hundred and twelve and three tenths long oeing twelve and eighty seven hundredths acres off from the South side t sr .r of the North one half of Section 28 all of Township number 30 Ny(yf Range 2 West W.M. Clallam County secures a strip of land 383 feet wide and 12 and .53 miles long of surveyed land and seven miles of unsurveyed land amounting to u r80 acres of surveyed land said 580 acres 'des- s y cribed as follows ueing a strip of land 383 feet wide and 2754./e feet long off from the West, side of the S.W.1/4 of. Sec. 28. and ALL: u strip 383 feat wide and one mile long; off from the West side of yrc y r See. 33. of Township 30 North Range 2 West of W.M. and a strip "0 ti 383 feet, wide off from the West, side of Sections 4,9,16,21,28,and n? 33 of Township 29 North Range 2 West, of X1%14, and a strip 383 feet a " wide off from the West side, of sections 10,16,21,28, and 33 of ,a 2 West of W.M. Township 28 North Rang {T i '+ Having comploeted thaL work,I proceeded to Diamond point in company with the Coun!,y Survoyor of Jefferson County to locate q? y the exact, possition of Protoetion Island,having; located Island as BhOVm by map Aceompyning Lha Y'^p0Y•t. ? 7 r h I found said Island according to the description of ooundary' x `1 4 4 ?9 linos in Hills Annoted Codet to oe situated in Clallam County,to ^t, a F t; ! r a{ ¢' the satisfaction of the Jefferson County Surveyor ? M ti t BRA T 1 ? {? ? rkaf 7 ? nrk? ti yp+fE?,; .+eiF2Atrv 3.-,'1.? a ?'t {+' { {e r,,}? r ?? , j `? r 771 x roam of county commissioners of JEFFERSON COUNTY a co u py of sadid re- port and to notify them of the fact that CLALLAM COUNTY claims as „ aforesaid, and will claim the taxes arising therefrom. F t.s? a;aS,1pF ? Y wa xq ,4 r dr?H; o ?T:f t 1. 1 nrYtY{ ?f y" ?r 5 Y t , p( 1 [ 1 JJ'M" T 41.x\ dd M t A L S ? y ?'. ryA C t ? as ?;w ?4;• ? qa?? L ? 78 nom" + y ? I k 4 1 ?. R, :1W P-0 r 4 I? I 'ufl i?? ;f F1 j is ATI`1?7` t v +' G MMEV ILL ?..Y % \./ ..' n t ` i r o a- ?y,Cp?y1 ?i y 1 ? n o u R A ° ? Jw K?rte ft y?f 1 , '• .r : r' ? ? ?IJ.` ,n xx P e % x,49 O Cr*}, ti x ,?1,J "``v uhy.w ?/pt aaYxxfA ° p•va?'tt ? ?? y` r ? ? 1 y?.. A R pq y A pA„ ° {\r`rIt ! 4 'v '?`} 10ar",R'??i hRl?,Rltl ?xy. ;•. Aw•Q i/y°p,RA ^yl 1 ! A ?1 yl •/W 'y! t?:fNe, .ktr u? A+? ASP piAA7N•y 1 ,(/ ? "?,.? Yl,. lart?' fi?}N ? ? ?n?? D p ? a ?y.T„?n•v,?tFN71.1? ? / y 4 .,w a r Et :?/ ^ v ' A ? ? 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SG V ?} V ?3y ??'2k?° g p '6L6i `---`Jo 6ep sTgl pale0 n_ `// pasol3g3 .90 410TO oToT3 6' Pus 1041pnV 6lunop 'uos.zapu ?Clla :SSS,IJ.V zagmaW 'iVBS ,Vryvl `•'r'-yam _ uema egg SUHNOISSIM400 uN(100 NOS2ffi31gf 30 @IVOg •BuTPPTq aql UT SaTITTUmJOJuT TTS DATUM of PuU SpTq TTe ao .Cue laa('aa of lgSTa agl sOAaasOJ saauOTssTwmoo 6luno0 Jo pavog aqL - •paumn ae4ju s4uP OZ uTgl TM lun0me laualuoa 043 Jo ZOOT Jo lunowu aql uT puoq 6laans OTgvl daaoo uv OTTJ 01 Puc laealuoa U oluT a03ua of sTTUJ a4 JT aeppyq Tnjssaaons agl Aq lueuwlasda0 XumgSTH AlunoO aosia'J33f ato of PalTo3aoJ aq of !PTq lunowe aql Jo %S Jo wns aql uT 4auno0 uoszaJJaf Jo aeansveay D41 03 aTquXed puoq PTq ao 4oaga PDTJTlaOO 'gsva Sq paTuudwoaou aq TTe4s PTq gaUg' 'PauTel -qo aq Xuw S.aTdoa aaotlM 'uoiSuTgHvM 'puasumoy laod 'asnoglano0 'sxJOM )ITgnd Jo a010oaT0 Dill glTM 3TTJ uo Mou suOTIu3TJTDads agl 44TM OauUPaoaDC UT aq TTv4s PTq tloug saTaossOaay Put? DOTADO SuTansuaW aauvlsFO OTUOA300TH (T) auO :aoJ Xup Jaya PT34 aq ol. 9aauOTsHTmw00 67uno0 agl Jo SuTlaaut c lv Pu0A 41aTTgnd puu paundo oq ol.'89E86 `uoISuTgsvM 'puasumoy laod'asnoglano0 'saauoTssTmmoO 6luno0 341 Jo ODTJJO attl lv '096T 'L 6avnuvf 4UPuOW "li'd 00:Z J6 anog a4l TTlun do sPTq POTUas OATDDDJ TTTM 'U03BuF11HOM Jo alvlS '(luno0 uosaaJJaf Jo HanuOT.Hs TwmO'J Awn0•J JO PsUOg agl legl UDATS 6gaaog sT ODTION SOIB 210d IWO h•? T5 F`f91f(7?+1?'fq???'YF P? T?tt."AIA?71 wi 1 171No., u 't+jV -r ??V'??i?d?,,,4IIfLT t? ?? ?r r?S l mommmisi Mil o ELECTRONIC DISTANCE MEASURING DEVICE Bid Specifications - 1.. Sealed bids will be received up until the hour of 2:00 p.m., Monday, January 7, 1950, at which time they will be opened and publicly read.. 2. Items bid shall be F.O.B. Jefferson County Public Works Department, Courthouse, Port Townsend, Washington. 3. Each bid shall be made on the attached proposal sheet. The Board of County Commissioners may award all or part of the proposed bid items. 4. Electronic Measuring Device (E.D.M.) Specifications: a) Unit must have minimum of six (6) digit display, that reads in feet and decimals of a foot, to hundredths. - b) Must havea minimum. range of 7,000 feet (2134M) using three (3) }standard round, readily available, prisms. Accuracy must be -0.02 feet +.5 p.p.m. c). ohf 13ftave continuous tracking to a moving target with an -update. d) Unit shall be attached to the telescope of. a'Wild T1 Theodolite (presently owned by the county) with a releasing mechanism for easy removal.. e) Unit must have automatic atmospheric connection. f) Unit must be powered by a rechargeable power supply, capable of being mounted onatripod. 'g)" Unit must come with its own carrying case. It) Unit must be watertight.. i) Unit must be warrantied (guararanteed). ,)) Unit must have a beam divergence of 2.5ft./1,000 ft. 5. Accessories (if not included with E.D.M.) a) Battery pack with charger and connecting cable. b) Two (2) Target Units: must have prism offset built in. (i.e. difference between instrument and R.D.M. height). Target shall be tiltable for eccentricity correction. Target unit shall have trlbrac adaptor for Kern Centering Tripod. m r i 3 i' w r a: ti. continued... oww t ? imart,haiarmwyw' A`A[NN?_? ` r ' .? b 'V #d'? n, m yt i t??'?wy?, i is ?r S 84 f?h7? ,? Mw '' v 7 5 Electronic Distance Measuring Device Specifications, continued.., c) Prisms: two (2) single prism in housings one (1) single prism in a triple prism housing (the purpose of this is to. be able to make up a complete. triple prism only when needed.) Q Stake Out.Rod: . must be telescoping rod (range pole) with an attached single. prism/target assembly and a leveling. bubble. e)' User Instruction Manual: Vendor shall also demonstrate unit for field crew. f) Two (2) Kern Centering Tripods Model No. 173W. - $' `i)??f?df i?[Qbjb '_`+7$9?b,? R .?'!9?`y f? ?L"etyk?l,'i?'?5ii 1?'4?: t3rbYd£dr C?i 1?4 ??y?1a?? 1?ttM,rR'P?9ll i&n+??^r?x57yyihi7pp4?, S` ?yylS• S r Yq,` ?i r i .?. _ r. ELECTRONIC DISTANCE MEASURING DEVICE Proposal To: The Board of Jefferson County Commissioners Courthouse Port Townsend, Washington 98368 Gentlemen: The undersigned hereby certifies that he has read and thoroughly understands the specifications for one (1) electronic distance measuring device and accessories and proposes to sell to the Jefferson County Department of Public Works said electronic ., distance measuring device in accordance with the specifications at the following prices: (If any items listed do not meet specifications, please so state.) Item 1: One (1) Electronic Distance Measuring Device F.O.E. Port Townsend, Washington Item 2: Accessories (if not included with E.D.M.) a) Battery pack, charger connecting cord - b) Target unit, two (2), as specified c) Prisms as specified d) Target and prism for stake out rod and stake out rod (range pole) e) User instruction Manual Items f) Two (2) Kern Centering Tripods not listed Total State Sales Tax 5% Not Total. Type of Warranty: (attach sample) years/moo Unit will be delivered in approximately weeks. Signed Company Title `?? rW SOLDTO JEFFERSON COUNTY DEPARTMENT SHIPTO, OF PUBLIC WORKS COURTHOUSE - I7 PORT TOWNSEND, WA 98368 - e R1459 1 8/27/01 'xC5131 UPS #29531774-6 8/2 /S { XX NEnoDAS XX r o n SH1PV Nc PO1N, 1KNova ITEM ANTITY ORDERERDERE D RR'OROUAl SHIPPED BO . PART NUMBER DESCRIPTION DUANTIW SHIPPED UNIT PRICE MOUNT SERVICE ON: 1, 1 GEODIMETER M12A, s/n 1531 1 $235.00 shipping charge 3.96 $238.96 ?d nNOa , VA, h.r \ 156\c ? ate nt:Vthbe slue rvn Auuu IUNAL TERMS AND CONDITIONS C41u{ {HOUID A[ uAD[ IN WRIT IIrG All- 10 DA.S NOx[tURNe•OlrrOxl![D WITNOD1 Ilx{l REC{1vN10 WxITtE N 11 ..1-ON F-1 St L If CUSTOMER COPY TERMS AND CONDITIONS OF PURCHASE PRICES `Prices., for future orders„ are subject to change-without j notice. AGA Geodimeter, Inc. reserves the right to correct ! crericaI errors: * - - f TAXES: The amount of any present or future sales, use or similar taxes and import or export tariffs applicable to this transaction shall be payable by the purchaser when and as incurred. TERMS OF Net cash will be due and payable 30 days from date of delivery. PAYMENT: If total payment is not made on or before the specified due date, the purchaser agrees to pay service charges at the rate of 11/2 % per month on the unpaid balance and to pay all cob lection charges incurred'by AGA' Geodimeter, Inc. including reasonable attorney's fees. RETURNS: All returns must be authorized by our sales department. On returns to our facility, no credit can orwill be allowed for items damaged In transit, shortage or shipment errors. All i terns :_. which are not eligible for credit will be returned to the pur• chaser; transportation collect. All goods returned will be subject to a restocking charge of 10%, t I -W '?i ,gyp [ _ n 1 ut J'Y?1F A fir' !r } I Si Y {?? S yA ? i ? I i r d 1 1 j r4 ?l? 1 1 7 ! 1 1 AGA SERVICE REPORT #`g&459 Alh E Da-be 8/24/81 Tech EC Model 12A Serial 1531 Date Received 0 8/19/81 Date Shipped 8/24/81 CUSTOMER Jefferson County ADDRESS Courthouse, Port Townsend,. WA 98368 Complaint: Not functioning properly- 11--l ve -eer yes ?no L 1- SPECIFIC MALFUNCTION: __ Won't start measure ----------------- OTHER MALFUNCTIONS: ' L CHARGE NEW WARRANTY SERVICE WARRANTY (? •-?; Estimate: Material $ Labor hrs $ Total $ _ Customer Ph.#. _ __Person Contacted .c Repair OK'd by PO# Date COST: MATERIAL $ =LABOR hrs 5 $ 235.00 -TOTAL $- 235.00 ``-,., Service Performed: Trouble shoot and repaired PR Board. Recalibrated and tested to specifications on baselines. +' r RT T r I i RL`p?. (al?r4 { h ! I Y J R c#t f .. f 7 I ?? ?A'?7l y?j yI ? Ac f I r, t , N G . t FI LE Ge®di-meter® AGA Geodimeter, Inc. 385 Bel Marin Keys Blvd., Suite F Novato, CA 94947 4 1 5188 3-23 6 7 TLX: 330 495 r SOLDTO Jefferson County SHIPTO v Dept. of Public 'Works County Courthouse Port Townsend, WA 9 8368 Attn: Gary Rowe .,, .rP I .5 °.5P.81 / / C45931 UPS #35890993-5 - .5/1/81 P fP l .,f.,,P ,,,L '•_ XX °"•% N.C. . ITEM O E P A PD P B SHIPPINPOINI DER D SHIPPED B O PART NUMBER ORDERED SHIPPED DESCRIPTION - OUANTIT SHIPPED PPED Y UNIT PRICE AMOUNT " .. , - EXCHANGE 1 'q 1 1 571 132 010 Battery' 1, N.C. - I rr ..p PLEASE PACK YOUR OLD BATTER 1 IN THE CARTON PROVIDED AND HIP BACK TO US WHEN YOU RECEIVE YOUR • UPS PICK UP. 'r ;•tihr 'N " ,I . t SEE REVERSE SIDE FOR ADDITIONAL TERMS AND CONDITIONS C4rLri SHOULD ?l +rLOf rN wRriING wrf HlN r0 PAVS NO PI TGMN6 ,u1rrOPrlf G wrf NOUr Irrrff PICT rvING wPr: 1 [ N Pf PUIS9rGr.. POM .. L r 1. CUSTOMER COPY s-, 1??{{!!.. {.?4 N1 YT, ? ? 9 X1,1 l? `01 p![ ? i ( ? ? I ? gVYK l r Po 1 i 1p ? i l i t ? I v Y? ? i h I -V b ? ? 5 - M Ge®dimeter ' _ AGA Geodirt?eter, Inc. ? r . Suite F 3e5 Bel Marin Keys,Blvd Novato, CA 94947 f 4151883-2367 TLX' 330 495` Wil SOLDTO jefferson Count-v SHIP TO Dept. of Public Wor3cs l county Cour `taousla port Tosmuend, Spa $836fl m Attn: Gary ROWa k, r g 04593 UPS ., ?.,Is.?o „ rons N C. - ?' ire., auar,r rr P OaUEnEU R „Rau.v Sti PPEO e0. -T N-- - o DESCRI PTION unr,Tm 5'yia.[O a i* Pn CL nlicu,T +,+ ...4 ¢ - _ J -- ESCS]A.?VG 4 571 132 010 Aattexy,°.u 1 t7.C. PLEASE PIN_ i Ul OLD- SATTZI AND B Y SUrP r A Ill, TUB CART02 ° PROVID EN YOU R: CEIVI I( YO 15 F1SI HA" TO UPS PICX IIP. pik'ii S fir 1 ? I i rY,(A8 T ,i ' cu •s?o co [c o[ N r Na w loo+rs o [.rusws o i[owr ou [ rc[ Na ws rr[w r[s.nisso ou ¦[?I rr, PACKING SLIP ' - Hj MX i?M ?' ,r? k.?x'A"?'` i7Lt •'? r S 4IFa rrrM[ r S? additional routing em'647 a du i o Geodimeter° AGA Geodimeter, Inc. to ALL CUSTOMERS USING BATTERY P/N 571 125 010 from HANS EDVARDSSON date 4/16/81 FILE memo no. 59/80 subject REPLACEMENT OF BATTERY 571 125 010 THE FACTORY HAS .ADVISED US THAT THE NICKEL CADMIUM BATTERY, - PART NO. 571 125 010, SUPPLIED WITH GEODIMETER MODELS 110, 112, 116 AND 120 POSSIBLY HAVE DEFECTIVE WIRING WHICH COULD CAUSE PROBLEMS IN THE FUTURE. FOR THAT REASON WE HAVE DECIDED TO REPLACE YOUR BATTERY OR BATTERIES. REPLACEMENT BATTERIES WILL BE SHIPPED TO YOU VIA U.P.S. SHORTLY AND WE ASK YOU KINDLY TO PACK YOUR OLD BATTERIES IN THE SAME PACKING MATERIAL AND WE ..WILL ISSUE A U.P.S. PICK UP FOR THE RETURN OF THE OLD BATTERIES. THANK YOU FOR YOUR COOPERATION. ?' v?1 P O-12-1 /le W'V k ? ? r, r ? { ? I E' SIP ? c 'Y ht t.' { ?r f ?Y 1 } ? F 1 I ?l 1 ? I I L l?? ?^ "'+ ? t 1 1 1 t: f P 1?i !e I r 14.,1 '. Fa n ILL, AGA.Geodimeter, Inc. 385 Bel Merin Keys Blvd., Suite F a Novato. CA 94947 4151883-2367 TLX: 330 495 SOLOTO.JEFFERSON COUNTY PUBLIC WORKS SHIP TO COURT HOUSE PORT TOWNSEND, WA 9836 8 s .a.. Na .......... N.......I. R12S9 4/7/81 C4420 . >MWX UPS #35890975-1 .,.... . ...... .., ... . 4/3/81 NET 10 OATS 00 OESTIxANON ITEM' OUANTIiv PRIOROVA - - ( o O shin ,0 I.- ORDERED SHIPPED aO. PART NUMBER '- DESCRIPTION QU SHIPPED IPPED UNIT PRICE AMOUNT SERVICE ON: q 1 1 GEODIMETER MODEL 12A 1 SIN 1531 N/C HE ABOVE INSTRUMENT WAS SERV ICED NDER AGA GEODIMETER, INC. W RRAN Y. SEE REVERSE SIDE FOR ADDITIONAL TERMS AND CONDITIONS cu„•. a.•Dy.D ac ,.AD! ,t• wx,r,NU wrt.aN Io w.a NO nC rUn N6 Ayr••Ont\0 W,r I.Oy1 v,xfl At Cl W.N4 Wn,i tlN Il ayiyf,0y rnOU ft t.tx ??_ __ CUSTOMER COPY 0 1.' i - S Y.{f Y TERMS AND CONDITIONS OF PURCHASE - PRICES: Prices for future orders are subject-to change -without --"- z notice. AGA Geodimeter, Inc. rese,rves.the right to.correct. clerical errors'. TAXES: The amount of any present or future sales, use or similar taxes and import or export tariffs applicable to this transaction shall be payable by the purchaser when and as incurred.. TERMS i OF " Net cash will be due and payable 30 days from date of delivery. j PAYMENT: If total payment is not made on, or before the specified due date, the purchaser agrees to, pay service charges at the rate of 11/2 per month on the unpaid balance and to pay all coi- lection charges Incurred by AGA Geodimeter, Inc. including reasonable attorney's fees. RETURNS: All returns must be authorized by our sales department. On returns to our facility, no credit can'or will be allowed for items damaged in transit, shortage or shipment errors. All Items which are not eligible for credit will be returned to the pur- chaser, transportation collect. All goods returned will be subject to a restocking charge of 10%. i ., L, 11 SERVICE REPORT S.R.`# 1289 e ^ MODEL SERIAL NO. 12A , DATE 4 3/81 9A 1531 DATE CUSTOMER NAME JFFFERSON COiJNTY P W D REC' D 3/30181 DATE ADDRESS SHIPPED WA 98368 REPAIR: CHARGE []WARRANTY X CUSTOMER' S 1. COMPLAINT 30 FEET ERRORS, INTERMIT EMILY COMPLAINT VERIFIED OTHER SYMPTOMS: DISPLAY BLANCHING FIGS. AT 1500 FEET 2. Remove yoke ass'yI side, top, front, and back covers for investigation and estimate repairs required to meet specifications. FINDINGS: x 3. CUSTOMER TEL # DATE: SPOKE TO: ESTIMATING THE FOLLOWING PROBABLE SERVICE COSTS AND SHIPPING SCHEDULE. LABOR $ NC FREIGHT $ MATERIAL $ NC FREIGHT, PAYABLE BY:CUST. 0 AGA C TOTAL $ NC ESTIMATED RETURN DATE: 4/3/81 SERVICE CHARGE GO AHEAD RECD FROM_ DATE P.O. # ICE TERIAL REQUIRED RICE i B.G. Brown CHAIRMAN JEFFERSON COUNTY COMMISSIONERS A.M. O'Meara MEMBER Corrol M. Mercer MEMBER Jefferson County Department of Public Works . COURTHOUSE PORT TOWNSEND, WASHINGTON 98368 Milton L.. Sonstrom, DIRECTOR OF PUBLIC WORKS !I I 4 March 25, 1981 AGA Geodimeter 385 Bel Marin Keys Blvd. Suite "F" Navato, CA 94947 Gentlemen: Please repair our Model 12A Geodimeter as it is giving inconsistent readings of plus or minus 30 feet. Apparently this symptom has occurred in the past but has "cured" itself until this time. Additionally, would you please check the two batteries enclosed. It is my understanding that these repairs are covered under warranty. When the repairs are completed, return to us at the:followin9 address: Jefferson County Dept, of Public Works. Courthouse.. Port Townsend, WA 98368 Yo,s truly Bruce Laurie BL:ejs Design Engineer pp,, I W .G IV ' J???A lI i , ?P? R. f Ill ? iE p t 5 1 1 , f I 1 II f Mt I y?,l 4 ' 7 ?' i ? ? ?'N? Pf? ARI +'P1A5?XI?'Q ? 5t' 14V}Y17,. S ? 4 ??Ilry µ t l ?? ' I ? ? ,y" ? .VIA, IEX, / ?M,? H ;. 9 i.?4?7"7 1???'4?+?iA?.VA?.? LY } ?S `+ S i ? f ? ?? ' I? + S 1? I ? ? ? (? J' Yt 1 ? Y ?.? r. o f „' i ?' ?.r, .r, i ,a d s 4 ? ` - ? ?y l t M ? ' ? 5 ' ?f A' ,I I ? ?yy ? } ? ? a I ? 7 ? `? y ? % Nor ? ? I I { 1 } ?V? ?{i ??1 ? r {? ? 11 W v ,/?y? g ? ? ? ? q? ?? a ? ??1? ' til ? J 1 ? ? ?. w ?.., . _ r??, I `a?, tary r, y a E u ro , t E nl .ooooo o oooooo ooo' o 00o000 oo 0 0 000000 0000 000 o , •; ? k 0 000 0o 00 0 00000 0 0 n ? ,? , u ul y u o o nm ? N .. ,. o ,tnooooo ofn l m v, or tp In 'DO err rrr tnon , w1vr . •0 ?m =•' ,^?r .,? ... I N N N - O V O• r. N N N .•1 N n T - t m tn ] L r ti N N 1 N N wl I .. C .. N O E , w c rv C 7 O 1. W. R C , . u , w .. O m p.•. i a U F • . 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O,C..?a..••1 O.Y add dY N N 101 IA a u C ?Y r R •.t n n R R •d ,h R • ^'' w 0 Q M O .y .t .••t N I . + •, I .ti •.? M ..t m p P •., 7 O w O„-'1 R . O MMRw 8••. L CR7 O'O'OV xlnvavv'o 'Oa : wY Y. a E u ' IlA - ls• aI W rhhr Ur Vrtn lnin o S OnaFO, t..N?UXVtnS444? 4"'rE44^? "' : as , d . a to sot • " tpF wt c, t0? N W ION br mOm Nm stow to N.Otrl N wlm 0-. co .•N Nr On - L L?•+N 70rr . aO y 9 m ~., - .., NnN- mN N MN m owl wlOr'100 rt .r .r wl rMN m w '0000 OIO O. 2 „ , D ?? . I . a o Ntn In to W Ntno Ln 'NNN 0 Ohrmmm n ppyy,nm In + . ( ,y a l Z yl co I t N N N N N N N N N N N ti .•, .•. m m o o rt 0 V 1 + w1 .•d N N N rt ,••I .•? .+ N r•, H N wt t •I M 1 C tN wt N . I? W I Y Q Yj N o r .. . . NI r.l rt i•, ..1 wr w .•r ..1 .w .1 ... .-1 .r .•t O ..1 .+ rt h .., r hrrtnrv N .t N .`t r ? YIlr tnr F O I • N r w rfhrr rrr rlh rr rrr r n v n In trl to to to to in In to to to rfl o wl N l to Itn "'•.t/1 .'L .. M O a to M I to t &u } :?1v1 ? ? :i y rTC a 7 w, IZIt-??a ; :- i rnII7 'hr"+t tl i' t4 A . . { bl dl ' ? , I . n a ," p W,, i' r .1 'I - Y ?{I? ?? ?!Q .,{k , a S u I q .I ? - '. ( - 6 - List Part Number Description Price S _ Accessories _Geodimeter 14A 4 571 132 014 Battery 6/12V 390.00 571 133 008 Battery Cable 65.00 ?; r 571 132 176 *Battery Charger 115V 45.00 r Accessories _Geodimeter 110, 112, 116, and 120 r ' 1 h 571 132 010 Battery 390.00 ' _ 571 132 176 *Battery Charger 115V 45.00 571 132 018 Battery Cable * 65.00 .: ?a. Carrying Bag, Vinyl for Model 120 571 308 925 75.00 =y . 571 108 924 *Battery Cable Converter to Model 12A 35.00 Battery y.t 1, 571 125 140 *Battery Cable Converter for Auto 35.00 Battery ' 571 125 016 Atmospheric Corr. Calculator f ) d Wild T2 (N 15.00 305 00 ' - j apter ew or 571 125 044 A 571 125 042 Adapter for Wild T1/T16 (New) . . 305.00 571 125 048 Adapter for Wild T2 (Old) 305.00 571 125 046 Adapter for Wild T1A/T16 (Old) 305.•00 sue. , ' c C 571 125 062 Adapter for Kern DKM2A 320.00 571 125 064 Adapter for Kern K1-SE 350.00 571 125 060 Adapter for Jena 01OA/020A 305.00 571 125 066 Adapter for Zeiss TH2 405.00 571 125 078 Adapter for Zeiss TH43 (New) 305.00 3 ? I 571 125 056 Adapter for Sokkisha T60-D/TM-20C (old)305.00 ter for Sokkisha TM-IA 305 00 571 125 058 Ada f p 571 125 074 Battery Bracket for Jena Tripod . 10.00 } 571 125 076 Battery Bracket for Kern Tripod 30.00 ^ 571 112 168 Interface for DI-3 Adapter 80.00 ? . ° 1 120 1 e ?? , ' f 1, Accessories - Geodat s w 571 125 114 Interface Cable Geodat/Computer- 135.00 Irr a (Incl. Charger) s 571 130 080 Interface to Geodimeter 710 1,900 00 571 125 146 Tape Demodulator 455.00 a4ta 571 125 148 Multiplexer 685.00 . + 571 125 174 Acoustic Coupler 455.00 1 . P NOTES All items are foreign made except as noted: *U.S. made ?) ••901 U.S. made C '^ I v' w ? <ui? ?Hu two i! r1 ? `t, O .? Q o v v p ¢ N U 0 ? ? O O O O O O - ~ X a (y Z ? ? - O O O O O O O F - n [ 7 Z Ln O - O O O M o N m M Vl O Ill O r w Q _ 2 N J ? m N N ri 111 n Z Q m co m N n r?+ d W O R n N o m U ¢ f p E?J ° -$4 .-I I € gy , ro a co 'Eta E r .,I 4J ~ N v 9: 3 w ri rE ° w S- a F O 4J r 0 £ w ° p a 0 N CD N E 0) O O W 2 $ E E c r, v2i V O a 7 - -H -01 ?'E dso 4J 3 y , E ?'3 N? N 1n O r 'e qtl y o? N 43 0 W X H c .? X p . -1 W P: O Y 3 co m Q U' Q N to H ?4 0+ It fu 4J N Cl Y E . m ,L $ y ao „Y5 p Yo?€ H co Ql O Z .N-i r4 = ? ¢ W m a o O ? i ? ? i ? g_? rL Rg ° o m e r w bZ8 2 r n o Z m ? a $tc e a [WA U3 0 _ z? 8 a o z o rn o E' cc E+ W ro >E 6g o ? g d _ ?i a rl CN r, ? C ?? ,?? N 0J 0 i-O N N N O N $ }}? 6N U .E W m 3 Si g g u G Y3 It IN O r op y W 10 1. U ?yiF J y r ,?yC? k } Y W i ?k ?fNf/y.(. ir?l?^? ,?1'f 7 t h h ryl y ? ? nCY-1 ?' y 1 y Y ` ?, yy,, y 2? K 5]M1 I- ? ,j? 1+3_?i?'.u?1 Fr 37?h .°?7 7 f I'R41 ' 1 1 ttE F1i fl?r }'?? i 4A ) ? ? 1? ? . t t ;, I ! f a K i l" 1 I? 1 k N i t 'U- 1 l: I.,,. ad itio Geodimeter° dnaf routing e! t!®0 a / I d dll k to ALL DEALERS & REPRESENTATIVESGA Geodimeler, Inc. ?PUGET SOUND ? . from HANS EDVARDSSON - date 7/23/80 RECT SEP : 71980; . memo no. 61/80 subject REPLACEMENT OF BATTERY 571 125 010 • IMPORTANT INSUFFICIENT WIRING INSULATION MAY CAUSE THIS BATTERY TO SHORT AND TO PREVENT ANY POSSIBLE PROBL - EM IN THE FUTURE THE BATTERIES SUPPLIED PRIOR TO 6/20/80 WILL BE REPLACED AS PER TH CU STOMER MEMO. E ENCLOSED WE HAVE DELIVERED THE FOLLOWING TO YOU: INVOICE INVOICE DATE QUANTITY C2109 nS?j /lU 9/13/79 r C2901 / 1 / ?Z'`? ??d1nn 11 80 1 PLEASE ADVISE CUSTOMER'S NAME AND ADDRESS FOR ABOVE. ENC.: CUSTOMER MEMO C? x I additional' routing to from date memo no. subject Is m®rand urn®e Geodimeter° GA eter, Inc ALL. CUSTOMERS USING BATTERY P /N 57d1m125 010 HANS EDVARDSSON 7/16/80 59/80 REPLACEMENT OF BATTERY 571 125 010 THE FACTORY HAS ADVISED US THAT THE NICKEL CADMIUM BATTERY, PART NO. 571 125 010, SUPPLIED WITH GEODIMFTER MODELS 110, 112, 116 AND .120 POSSIBLY HAVE DEFECTIVE WIRING WHICH COULD CAUSE PROBLEMS IN THE FUTURE. FOR THAT REASON WE HAVE DECIDED TO REPLACE YOUR BATTERY OR BATTERIES. REPLACEMENT BATTERIES WILL BE SHIPPED TO YOU VIA U.P.S. SHORTLY AND WE ASK YOU KINDLY TO PACK YOUR OLD BATTERIES IN THE SAME PACKING MATERIAL AND WE WILL ISSUE A U.P.S. PICK UP FOR THE RETURN OF THE OLD BATTERIES. THANK YOU FOR YOUR COOPERATION. "yrw Pq r7 t t t r r mw . 6 I . Fg? k I: i .i it t{ i t ti 0 L?0 u r i.. r h ?, T S g 3 Y! f , i f t ?F ?'nf d 1 r t i !! y ! ,'..I < t l.,l I 0 1 t t ! ,! 1* $ r s r l? P? 1 I ? y rl• r ! ? - ti ??? I ?r??l^ Geodimeter 110 Geodimeter 112 Geodimeter 116 Geodimeter 120 Geodimeter AA I? PART NO. DESCRIPTION F f 571132014 Battery 6/12V NiCd, rechargeable. for Geodimeter 14A. Capacity 4/2 Ah, weight 2 Ibs. 571 132 010 Battery 12V NiCd, rechargeable, with sin rl/slop but. ton. -- - 571132176 2 Ah, weight 2lbs. Battery Charger for battery, part no. 571 132 010 or 571 132 014 b 571132018 Battery Cable 571 112022 Battery Cable for Geodimeter 14A. (not shown) w !Yp? ADAPTERS FOR TELESCOPE MOUNTING 571 125044 Adapter for Wild T2, now ~ .571125042 Adapter for Wild'r 11T 16, new 5, 5711250-18 Adapter for Wild T2, old model .R - 571 125046 Adaptor for Wild TIA/T16, old model g 571 I25 0G2 Adaplnr for Kern DKM2A 571 125064 ArLlplnr for Korn K1 SE 571128060 25 066, Adaptor for Jena 010A/02OA Adopter for Zo,s TI 12 0% 10% ® 571 125 U78 571125056 `.i/t 125 Ilill Artnpetr for Zciss TH42143 Adaptor for SokkishaT60D/TM-20C(Lulli) Adaplnr Inr Sokkisha TM6/iM20E Q.ull/1 !,/1 125058 Adapter for SokkiShd IM IA lLim[i . My?yP ALTIMETERSIBAROMETERS 571108997 Altimeter/baromoter, Thommens 2000.16, pocket type, ran08 to 15,000 it.. 221/., to 31 Inches of mercury. ?l y S? ^, 1 7 f 1 ?.4 k ? } ? 1 ) !y l lri ? 1AW 0 0 E,u"v tm^o' tea. c??m ma° 'w o c ao _ c°p o o SL.p .o N. E E N U y y> o _ u y u 3 m E CT y A N. m C D c n ?a noa &T-8 2 .n Ev w nr .on m12 °o a A.E f- 3L oA.'o:a °iap°vw_N m i0aa_ Aa.. p `°dwm yut rm ?. ?. A E anonco a A.3 o mo 'o oL:?o+?. E.'- Ap. c... °?-Eoty. t ao m 9:a E y y o- y3 ELLin 13UYU mau d a`?? m 4 -6 E a m.. m' my/mDB mrnNNe°?cO1a rn. °' ° y N -'' fn o o o (D O L- y E p p y p° d N N N N N N t p A a ° U m a, E LL J o) E m OJ a COS N Y o. _ v m rtV ° m n a°. B .- E °1 ciOi o m 5 c o'. O F- in o. is in. 2,7i o 0 0 ¢ E N C- L r r r r r r N A' 'p y d N - N y d al A, d d d v ?.z E yNN - NtoN a>E?°F-? °nm -Q anna ?o.a? rn W -. om L p --yy.N N.y y. - o ^ o aooa °? aoa Hm$o-°O'in ¢.Q¢¢5¢¢¢¢ CO- N a7 N M N O N Q (o CO O O O O Cm) OirM F N^ ^ N O T O O N N N - y O1. o U y y U ?y D O L L C .-: OI O? L L C b vai 'OEcNi o ovm°?EEMo E ° y A?O.U.ON ? - N-O ?ON_y L LCpi V B B B O L U C^pj B °y O Z (n: _y ;i z a o? o= y aci m? c n n yybt yc 'n c yoiO c?E. 0.. Eo m p o E o u °u rL- m= o LLLLLLIII U.OS o p r?s O _ p_ ri cl) =8 6 i0 n ton rnG 0 c in J W S? A 3 cni w -?' of v.L l :_ v 15 LL V x ;0 cr o- m e ?. m` E v o-? w c? y c U 'S j,. 3 vi uyi E.i o E E ? ?' ? ? 6 E ? o 0 ¢ ° w vd¢ CC r p v yD N O o Z N' Lill ^ n U (O D O b ? y N N a x. y O u .O N: y O L= U L y 6'p y ApC ? O __ O ~ H y L ry ? O y p-p D n ? U_ O Oi - - L p 8 L C) C y.N H _ E c E C ¢ + c .. '= C O a . m m (7v ? n : rn pa a _ c 9 c.o ' U) pL E u .- E N '2 u N y 0 y?E n CL E u ° Vi vN g n D Lypy ? Z n. ° &° o' o of y o ?.nma . ? ? om? N p°n aB ? .un xy lArft _ c E^? ?n Ool N" L `i of AEvyEo p y "'• G 6 ? o CL a n ¢E O xR E O ?-32 m L v 1 ? - x} The AGA System -a mpatible and flexible system Traversing target with pl.s 571 li11 9crc0888ector 571 rism.Supor Plastic reflector and largot "nit \Y/ 571191082) TiltnM1lc p(?Jjy? re8cclor and largct unit 571 125 021 571125006 25072 Prism holder assembly Holder, Ha"ge p"Iv single 571900425 571 125 036 571125116 Optical 571,125 012 phlmmet 571 191 087 ?? _ Q. . Q0 Elevator B l Jj range le section Rod leve 571 190 711 - ?O 571 108 960 Jv 4 1U ^ ? Sight rod Target trait tillable 571 125 327 i 571 125 0'-6 IT , t Adapter ? Zeiss 571 107 225 Vd'ti ter Adapter { 570 590 385 Kcrn 571 1')0 712 7 ----_? Adapter 1 combination nhina Wi t 37111181)(13 Adaptor zei55 v 571 112 I161?7 Adaplcr '.ore Wild s2 `s L 371 I I21141 571r1121,. Trihmdl I nM1rnch Tribrach 65 Zeiss with Lciss-AGA Wild type optical Plummol - - 571 191 031 571 900 001 79960 I 79900 I 571 108 9811 Wild tYPc 1 Korn _-- tripod A biped 370 390 371 571 I ON 9fil 571 108 991 371 123 90it - 9 Geodimeter 800227•'75(1 Ile Call, X00.772.206.,1 AGA Geodimeter, inc. 385 Bat Marie Keys Blvd.. Suite F 2300 Lancaster Dr. RO. Boa 1123 Novato. CA 94947 Grand Prairie, TX 75051 Wilkes-Barre, PA 18703 4151X832367 TL%,330405 2141641.2536 7171820.9866 PUGET SOUL ID BLUE PRINT CO, 422 S. SPOKANE ST, SEAME. WASIIINVON 981 4 20 6-MA 3-6461 t r? 2 24 ?>?.I t. - s 1 4 .? t y 29 ¢ 1 ? 1 rt .] t r+ a0 4ti 'S 1 ( 1 I) 'v i c ¢Y3 t1 % .? Geadi'meter Ever-rising costs of wages and machinery make efficiency impera- tive in subdivision and construction work. Geodimeter 116 is designed specifically for unsurpassed cost-effective performance in this type of work. Its many features include automatic display ofhorizontal distance, slope distance and vertical distance. The unit is simple to operate, fast, accurate and rugged. AGA 1 r, LNU t ^f+' » -+?FL?Px?' LS'LiY' •LLYh1k... C•iW?.rGin "S -^?y?F ?4 -•S_ , -Rwu. .-Mr? -lug W B v O C N_ j = ? U N f N ?? U N m U '? O . m ' •c -2 (6 m o E m ? ? r ? a i `??•°? • 3 mm rnm >'. c m m c vc E2 m m ° c u N c E> m ' ° ` > m E =? F am ooa w c .a ?0 E o o0 W ?N F d E m V E a c Q 0 o c N 'O Q N a1' Or J. m' N c . O Q o n a7 "' N N ` ?c Z ?'° Ecm d Nd 'D E o- 2! c .' Q N N C N N N~ - El m 7. O m E _ N fa 0 L Lm ¢ ? 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I{ // F ° O ?? `.\• 0 ,, ?r r 7 ?U 4 F' Y Q c V i O Im] O= L Y V =Q ?? d CO wCSaO ? pp 1- O E'c O C O T:.•.D m m u3? ca cmo c ? N t1 c o O m m c m m E U O m w W E o (n W 3 t m c E >LO•• ? " O o >' o ° y o " m A c ? ? E 3 3 m w U a O U MnME2.n„0. 'D M > L ° - N 0° Q d o c E' Q N C7 ? v o'_ ¢ U U U N W p 9 .0 CU'F ? a' C N N OI (?r ? uxl Cg 00 m 0< Ed) m (? m 2 o E ° ? m 6 E i Wr• . r -cz N > _ D m O U N L.. C m ? Q > rn?. m 0 'u n_ u Q ? E N E1 al N N ° °. U Q O N W O O •N 0 N 0 C ~ m E "' o ? o9o O Z . m ? E rnc ° - U 9 N c ? y LL - rn is y?.vv Ecm H w FO- olm OcL °•w m` n c u,cnY w'E o. E c (A c myt ?y dU ?. m (D 0 to a N Q m y a L ro 9 a1 5 Er N p EO..N.v°Ni ; p E -t na?a a'Nm ° a. mm a ° -0 y +1 o p y m N N W .g m _ O ` N O° d n E ? ~ m Z S G p ELL J ° '?.? CD C c C p V N _ ° a ? vl n ? E N y Q. m ° y p t U p ° 6.-. .. to y r 6 y C tO v. ? E o`a.E . 0 E•m ? ¢ E >°u E 4H . mE . LL N c4 v VI'?M,,"_r-•^+a.,.ympt•*:a^fiw 'P`+'Y l »ar. p•?...., r,«n+?-n?w. rr' ''•'"""{'??""'"""7^? Range Read-out Angle accuracy of automatic reduction sensor Distance accuracy Measuring time Elevation Light source Divergence Atmospheric correction Power supply Temperature range Adapters are available for 3 Ge®dim A A'A"A--Jl-- TECHNICAL SPECIFICATION Using AGA Prism 571 125 021 1 prism 700m (2300 it) 3 prisms 1600m (1 mile) 6 prisms 1900m (7.2 miles) 6 prisms 2200m 11.4 miles) Shortest measuring distance 0.2 m (O.7 It) LED digital display with sunshade. 4009 or 360 °, meters or feet, zenith or nadir angle, adapter mounting in theodolite position I or II (CL, CH). (Read-out in chains, feet and meters on special order.) '- 20 mgon within x 5 gon (+- V + 5°). Adjustable to theodolite within s 5 mgon (s 15') Auto: -_ (5 mm 1- 5 ppm) MSE or x (0.0161t+5 ppm). Measuring 2.5 times per second. 10seconds 33 gon (x 30 °) [R-GaAs light diode (infrared) 2.5 mrad (250 mm/100 m or 2.5 ft/100011) 50 ppm Rechargeable NiCd battery 12V 2Ah -20°C to +50°C.(-5'F +122°F) Wild Kern Jena Zeiss Sokklsha T2 (new) DKM2A 010A Th2 T60-0 Tt6(new). KI-SE 020A Th42 TM20•C T1 (new) Th43 TMI-A T2 (o1d) TM-6 T16 (old) TIA(old) x, Inc..385 Bel Marln Keys Blvd., Suite F PO. Box 1421 8026 Ventage Drive, Suite 132 Novato, CA 94947. Secaucus, NJ 07094 San Antonio, TX 78230 p . {.41518832367 TLX1330495 201/3483955 TLX:126469 5121344.1855 lb , t7.. -1-4,1 N ( j M.fu'?'jn' t? S Awdl l: IF? Y r t ?/3 1? b .. O IW AGAO.eOr..l.r,M.. yV -, °d r, r 1 Attie' ?+ I r h ??? ? I / Ip1 ?? D , r ' V I f 1 la rtri} l ,? 1. Y?I ,F ??' 13? N • D a) ' 0 m r ro m m 0 'y M C _ ° a) Z M E . 0 aa)0.- c°? o° c ,D > a> Era 17 w U a) N D m E L) N O 5 a Z y O y N 1 O a C N , m O O. C y ? 0. U O y ( N N W N a CD 'o N d L N ?` O y a) (" O j p p O O 0 m a) ° " Y .2.2 0) °) a O D E O N N m Y Fa- yroEo n C U t D ID, ?'E i ) " J C m > d°'EN O E?5y ma s a v E ? y rn?'xv a 'm>d` ?Zm O T m c F ?aa5 om EEUC °- -0o ILI) 41 , . ? O } c E cl U 5 n Y T? a o L) N D a) 3'm ?a m cm ) Z UNaE arot"°'o C7Ua1 J m 5d ? C\j ro a a O fit.. N a (n of a) 3 O. a r l'. ' c mroE m a 8 < o L),§ I m W m E ?. ro L C V yp= V t V C tEj_1 N o m ? N E L E Vl O N " a E, ?, N N al ?- C N O v m o E: 5 ro °? ? E min w v N > o m m o ` m A a m $c ?v°i° 'm ? ° a ° v '? o ° a mm E y U? a mL6_ c a' ? _ o ca `'E cya SEE a E c -- o m o 3 E m m 5 y .? 'a E o - E a? m m E m y ao t w m oo orn j `o ?' u-y o ° m E Em to ov o . `o _ u m o> m E y ° a ? m o _ E - c II II II II II ?w o c c 1? ?? qq o lG A m m N ml ? ccmi N °w E'.y a T a ? °' _3 - a ai U -O y O. m o N T 3 _ m ? ° V E w m ? m ` m g m O o o 69 a > v al o-m me N. E a `. _m_ m P o - E_ E r amim ? . o. +I a.Eo m%r my m o y > y Lo wy O w t0 Q d _ w ° o.m c Em .. o?E m ?N. °n m- 6 E m N ?^ m m c m a od m m - 'E E AL? v i o f p r Q a-mi fn m ` a o toi m m m _ ° ° c F- O C7 E ¢o c Z o U c an n°a ? , w° o c m O '- Cl 'o U J ?'C7 u m U v d °E n I.z o Cm1O ?v a m w w y - QUEE ?Ey Qn a ¢ cc ¢ w LL .. tJ ah a ui a) a) 4 V O Z O v M -E r- a) 0 C O m " N O '"' C m m [Vp E N? m O L C N 0° ? W a cv) c aro 3 d co ° O •O C O " E roa)c$ T`a > a T D o m `o c m _ 3 3N E 0 m C: E w 0 O ` W U `U ? 0 ,p m ` m a O N L . 0 ' O C Q y a o E m M a) a) 2 U V V _E W m c c m 'c (7 >CL CCO} am_i N of CQ? m W U UO m OQ?) b tu.f ?d,o,MwnH C L ~ ro N m C ' -0 Z T 4) L C N N 4 H 'F OC D E ? r E U T N 1A L U y ~ °Oa ?oro E u rnO E " ° ° cro ) d 41 " N m O Zr Q to .N aci :U g z y tco ?i c y m E .c N t m ., t?cDm--C7 m c$ 3 m ¢ W _ _ gl_ai Ea co E ro E" ° C? ?a Om '^m d W m " om ?dE c m n5 Dc04yv ? I-- m Q 3 ro QEa E y _ T??.V°?? C v ?N ? O Ocav,orn°U$ E µ g? y E 3 r c O m E G 5 L V o W Q O. - m W V K N= N= ` ^ • .• N_ti?s?ti'T (7? m m M tgdLiE cmv , •,o,•u a' d? N; ? A y ?$ 0 E Y : O d ro OD CANT CD 3>.m m_m v m c E E o a L Ea) Q) p a _Erom?moroi-E " '0 E *Z D J Nro U' c 4) S: is ? z F v tA m E 4 °c C0 Edda odnE Z mWW 2_T 05 S Y S D O 1 0 s- O LL 0 QJ J N C)'O V` m Q U ?C.Oa W J m N U 'C C N A "? C) U FL- " 0 ,S a) m ,,,, _. 1 A- T ..k rc ._..?I _;.c9 f ? tr TECHNICAL SPECIFICATION: Wy Range Using AGA Prism 571125021 1 prism 1700m (1 mile) 3prisms 2900m (1.8mlle) 6 Prisms 4200m (2 6 miles) 8 prisms 4800m (3 miles) ' Shortest measuring distance 0.2m (0.7 it) u 3 Read-out LED digital display with sun shade Meters or feet r A ' A t :.= 'y, e° am ccu u acy o (5mm+ 5PPm)MSEor 3(0.016fi+Sppm) D position (5 mm + 3 ppm) MSE or (0.016 It + 3 cam) Tracking ±(20 mm + 5 ppm) MSE or x (0.066 ft + 5 ppm) - Measuring 2.5 limes per second. Nyle Elevation 233,, (230°) - Measuring time 5 to 10 seconds depending on range r r Light source IR-GaAs light diode (infrared) Divergence 2.5 mrad(250 mm/100 in or 2.511/1000 ft) - '4#•?' - Atmospheric Correction =50 ppm - Power supply Rechargeable NiCd-battery 12V 2Ah Temperature Range -20°C to+50°C,(-5°F.+122°F) 4 Dimensions 220 x.188 x 90 mm excluding handle 18211 '. x 7/,r' x 31i ?. Weight X2.6 kg(5.71hs) ,. - 1 ? Adapters are Wild Kern Jena Zless' Sokklsha ;. •° r+ `• ., .: y Available for T2 (new) DKM2A 010A Th2 T-60D - ,p T16(new) KI-SE 020A Th 42143 TM-20C m - % TI (new) TM-1A '?1a v T2 (old) TM6 - . f - T161old) .` ' T1 A(old) A El Ge®dimeter° , , . ? AGA Geodimeter, inc. 385 Bel Marlin Keys Blvd., Sulto F P.O. Box 1421 8026 Vantage Drive. Suite 132 S Novato,CA B49d7 SOCaucus, NJ 07094 San Antonio, TX 78230 y 4151883.2367 Ti 201/348.3955 TL%:1:6469 51213441855 w r1. ??"kz r? +? W rC .4 N i 0 t c 1 R?171: t. I ?? f ? It 1 3 v,uw An. n ee, 1 ' ' '1 I _ i . m•w m4 ? - ,X.?d tl ,? fix' 7 1{ h 51 t 1 1 19 / • , I t t ^"'N^n.wRwn.Y*. .n,++Tnwnwe '.__?_ ___.?_ -_.•-_.__?.._.' a'.. 1:.? ?.. _1?..?_._ - :??J r rr df2ks i3 ?'v'-ha4? "'+?- d- '? .,., ... fir. ` , r 32 7? PORT TOWNSEND SOUTH QUADRANGLE WASHINGTON 0. W. Moore ' 4i. 7 PV 129 (d) FROM POINT 1.3 MI. SE. OF FOUR CORNERS SE. ALONG RD. VIA CHIMICUM SCHOOL TO PORT LUDLOW ADMIRALTY tl INLE ` u 4 58 C. & O.S. standard disk stamped 'IN 257 1944" 121.306 4 58 0.02 U. E., nt..conter of junction of Port'Townsend rd. and.Nordland Fcrry rd,; rd. surface 121.076 { 4 59 1.06 U.E., 460 ft. N. of T-rd. E. to Nordland Ferry, 72 ft. E. of rd, in root on E. aide of 12-inch fir treo; - copper nail with washer, painted 11130.911 130.935 t 4 61 2.41 Chimacum, 0.4 mi. W. of, at NE. entrance to Chimacum Coneolicated School, in concrete step; standard tablet y s stamped 1170 GWM 1951 13011 130.305- 4 60 2.38 Reference mark, 176 ft. N. of tablet, 30 ft. W. of rd., 380 ft. S. of T-rd. W., on concrete post; e, painted square 0l; L, ; :,,. ?,.. ,., ?•.:/up.?, 130.692. •' 4 61 2.80 U.E., 85 ft. SW. of x-rds.j on N. side of alloy, (3:11'r (ICI ictnP Frielf nlE.'t C.'.eer6, on concrete wall; chiso ad square, paintud 11119.9" 119.864 ' 4 62 3.65 U.E., 15 ft. SW, of rd., on SE, and of concrete culvert; painted square, painted 11145 4 t1 145.370- ,. bw I PORT TOWNSEND SOUTH QUADRANGLE ,I Y 0T0 LE .. QUADRANGLE 4 64 11.57 Chimacum, 1.77 'mi. SE. of, 50 ft. W. of tree with {,;r N' y G \t tag marked center of Sec. 24, 24 ft. NE, of T-rd., It,? 20 ft. SE. of dim rd. E., in concrete post; 6e cl) standard tablet st=pod 1171 OWM 1951 15811 258.'493 ` loll ' " 4 63 4.56 Reference mark, 49 ft. W. of tablet, 21 ft. V. of rd., on tree marked center of Soo. 24, in root on E. side t{ t p ' of 4-foot maple tree; copper nail with washer 156.652 tipn ' ?I; r ?' ?c s , '?l 1 ? ? r t , J I 4 t I 5 a,l t+ bow- ? s r : -7 i - Ic .. ..^ { c ?-' - .3 L"..?t?+t%?Sai?d,?+?.r;' S1?u4.e?v.•ax.,.um .mror'?im?.. ?.-._ "?w? 1, MI ?u 39 PORT GAMBLE Mi. QUADRANGLE WASHINGTON G. W. Moore ? 4 65 5.69 UiE., 25 ft. S. of wire gate, 25 ft. Be of rd., f "? •' ¢7.? v , _ ? n?uo: rnr !, el ?Gf / r v on hub; copper nail with washer, painted 11161.5° 161,506-- . w 66 6.59 Chimacum, 3.8 mi. SE, of, 27 ft, W. of rd,, by fence. , in concrete post; standard tablet stamped tr ,_r 1172 %JM 1951 17211 172.440 i i03 a 4 67 6 62 Reference mark 145 ft SE ' f t bl t ? y *uo . , , o . a e , on E. end of 1 i ' 14 "? d concrete culvert; painted square 172.602 15 4 68 7.27 U.E., 20 ft, W. of rd. forks 4 £t, S. of signpost, 0 on hub; copper nail with washer, painted 11202.411 202,447 a s "'14 69 , 7.62 U.E., 20 ft. E. of rd. fork SE. to Forest Hill, K • ma l' S on N. end of concrete culvert; painted square, i t d 11 1 811 .71 n pa e 0. 2 210.795_. ?. C 4 71 8.56 Chimacum, 5.8 mi. SE..of, 4.07 mi. NW. of Port Ludlow ,r. f . Dock, 26 ft. SW. of rd. from Sec. rd. x-ing, 7.1 ft. S. of Sac. rd., in concrete post; standard tablet stamped 1173 GWM 1951 2071i 6GWM -13 19-1 kE5@T /960 4 70 8.55 Reference mark, 51 ft. NE, of tablet, 25 ft. NE. of rd$ from sec. rd. x-ing, 10 ft. N. of sec. rd. E., on hub; copper nail with washer 207.321 209,441 4 72 9.33 Port Ludlow Dock, 3.3 mi. W. of, along St. Hwy. 9E, c.) jj. ?L<rojj at Boavor Valley, 170 ft. Nw. of rd. fork SE. of ,x rd. N. to Chimacum, 1.0 ft. W. of signpost, at ground a . .level, in concrete post; U.S.E. standard disk not stamped, marked "Map Control Station" 150,280 11 { 4 72 9.35 Reference mark, 128 ft. SW. of table t, 60 ft. NW. or rdo fork, 3 ft. E.of SE. corner of Boaver Valley Store, on SE. corner of sidowalk; triangle cut in aidowalk 146.773-? L. rNI? __ r 9 sn rf x . _ .. y2 _ of triangle of rd. fork, 30 ft. 61J. of rd. to Port Ludlow, 33 ft. E. of rd. to South Point, in concrete post; standard tablet stamped 1174 GWM 1951 139" 139.x00- h 4 74 10.93 U.E., 38 ft. N. of rd., 5.9 ft. higher than hwy. at center on N. side of concrete base; chiseled ' square, painted 11149.811 149.803/ 4 76 11.91 U.E., 70 ft. E. of curve signpost, 16 ft. N. of rd., on N. end of concrete culvert; painted square 79.812-- ?, '' 4 77 12.62 U.E,, center of x-rds., at dock, on pavement, painted square 21.506 c 4 77 12.74 Port Ludlow Admiralty Inlet, 50 £t. E. and 55 ft. N. of NW. corner of dock, 6.47 ft. lower than x-rd., , a in concrete base; U.S.C. & G.S. standard disk / stamped lt5-194411 2 15032._ t 4 78 12.70 Port Ludlow Admiralty Inlet, EM 3, 1927, standard 7 triangulation station disk sot in concrete about ' 3 inehos above ground. 21.976" 4 78 12.72 Reference mark, BM 4 1927, is. standard reference disk sot in concrete. It is R.M. 1 for triangulation Fs station Ludlow and is About 50 ft. mi. of triangulation a , , r { t '"1 station (BM 3). 26.383 1 iJf? aw C'?' .p?y?„..w r,y. ryyi...w.. . ..i'.O\'J ATW`?Y^•y 1 `h - Y; ?„ ,?1' ?4 t 7 Y di s:9 J 4 1 } J Lr i` ti - 4! ( ray . fw w rY i 7u4 }???t _ p r Ei j u . l f J ? 1 l ? t I ? ak J ? ? , p. !i K, ? Vv An. ve o ? ? G<?• o`? vs? oo V B29 4 o yea - " oss?? sod m pus ? ,4 Jy 24'Yl > " .Sn?d e _ Z ~ Mo 8.4 ? S W 4? M. wm N? s ?as? oa"a ay?? a ? nvn? NoeR u 1 V C? f zy? =4 2 na1 E 0 ?BSmm°tia? o r88Fo m 4 V?? m0. ? HRNFN M Sda ORa 5S UM NSixn >PHNatl Nm3 NN malX Nmt?--? ?' w? 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