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'.' ::, " " , ,,',' ,> , ",:,' , ",: ,':..', ',:: Jefferson County Department of Public Works Courthouse PORT TOWNSEND, WA. 98368 206-385-3505 L " .:, .'. .'\!:.' ,', ,'.',,',' ':: '.., :'.., .,"',' ',', " " " ,~; ,,~, " :: " ","',',,,' :., , , " .. "',,' "-,:i,:;":" '; ',' . ,'..",'.,',.., :,,', .:",.,',' ',.',: ::;:"'" i: ,:' ': ",', , ,~ fE.e;/Y1€TE~ r=/tlc.E of -15 51-/6cv'/ 6.J 1"4; TRAVERSE 'KOZELISKYLP' 5/14/85 COUNTY ROAD PROJECTS/ MISC. SURVEYS JEFFERSON COUNTY JOD .' 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER ------------------------------------------------------------------------------- KOZELISKYLP From (10000,10000) To 1 (10000,10000) CRS FROM TO DISTANCE FEET D I RECTI ON NORTHING =============================================================================== 1 * 2 198.210 S 88 20 50 E 9994.283 10198.1 2 * 2 3 122.630 <, 02 25 04 E 9871.762 10203.30 ,> 3 * 3 4 100.100 N 88 13 23 W 9874.866 10103.24 4 * 4 5 127.250 S 02 3'1 07 E 9747.742 10108.91 .- 5 * 5 6 263.990 S 88 19 53 E 9740.055 10372.79 6 * 6 7 984 . 9~'I0 N 66 ~~3 08 E 101.34.599 11275.24 7 * 7 8 984.930 S 50 l.l 04 W 9503.930 10518.71 8 * 8 9 488.370 N 50 11 04 E 9816.642 10893.83 9 * 9 10 488.370 A 29 ~ 36 L 9359.672 10721.54 10 * 10 11 738.120 N 88 2 24 W 9381.055 9983.73 11 * 11 12 621.300 ;~r E 10002.140 10';00.05 JYJlr:: TtNG E/!I:.~/u O.J /71C;::;- (J;::' J%r P~ ~ 5118.200 CLOSURE ERROR = 2.141 AT S 1 28 04.3 W (~: _:~_:~ _ _!!!~C_ (!;: r;,:!;"::~,?~'('i:= __ __ _ _ __ __ __ _ ___ _'_ _ _ _.__ __ ____ __ __ ,__ __ _,__ __, JEFFERSON COUNTY DEPT. OF PUBLIC WORKS CO.....l rth OI..l.SfE'... r.o ii~ t.. Tow.'.. ~:t>~.lo.'. ..J... WI:',. 9'83.68 206 :':~(-::J~)-:7;~""O~5 TRAVERSE 'KOZELISKYLP' 5/14/85 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY JOB f 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER KOZELISKYLP From (10000,10000) To 1 (10000,10000) CRS FF:OM TO DISTANCE FEET D I RECTI ON NORTHING =====~============================~============================================ 1 * 2 198.210 S 88 20 50 E 9994.283 10198.12 2 * 2 3 122.630 S 02 25 04 E 9871.762 10203.30 3 * 3 4 100.100 N 88 13 23 W 9874.866 10103.2 4 * 4 ~ 1:~7 .250 S 02 33 07 E 9747.742 10108.91 '" 5 * 5 6 263.990 S 88 19 53 E 9740.055 10372.7 6 * 6 7 984.930 N 66 ~!3 08 E 10134.599 11275f24 7 * 7 8 984.930 S 50 11 04 W 9303.930 10518.71 S * 8 9 488.370 N 50 11 04 E 9816.642 10893.83 9 * 9 10 488.370 A 29 ~1 36 L 9359.672 lO721.54 10 * 10 11 738.120 N 'j" W 9378.908 9983.67 11 * 11 12 621.300 N 01 30 19 E 9999.994 9999.99 //::- .:-I!o d,.} 0--1 (;.tJ/II/,/1iv fp7yV Y &tJY PERIMETER. 5118.200 ( 1 IN 687527 ) CLOSURE ERROR. .007 AT N 34 40 47.5 E JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Co 1..1 T....'t.t-~ OI.lor,.3€-:l".,. F"ell r~t:.. ~ro......,r.... sen cl ~ w.~,.. "';""8368 206 385-3505 POINT NOHTHING EASTING 1 10000.000 10000.000 2 9994.283 10198.128 3 9871.'162 10203.301 4 9874.866 10103.249 5 9747.742 10108.91.5 6 9740.055 10372.793 7 10134.599 11275.246 8 9503.930 10518.712 9 9816.642 108n.834 10 9359.672 10721.544 11 9378.908 9983.675 12 9999.994 9999.996 TRANSFER CONTROL TRAVERSE -KOZELXSKYLp. TD,COORDXNATE TABLE -KOZELXSKYLP- NO OVEHWF~ITE PROTECT! ON, NO DUT-OF-HANGE PROTECTION. POINT NORTHING EASTING TRANSFERRED TRANSFEf:RED TRANSFEF:HED TRANSFE:RRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFEF~RED TRANSFERRED TRANSFERRED SUBDIVISION 'KOZELISKYLP' - LOT 11 5/17/85 COUNTY ROAD PROJECTS/ MISC. SURVEYS JEFFERSON COUNTY JOB '8' 2 PRO,J. ENGR.: G.ROWE/B.LAUI~IE PREPARED BY: AUBREY PALMER PAGE 1 CRS TO DISTANCE FEET KOZELISKYLP - LOT 11 From 21 (9548.943,10483.353) To 21 (9548.943,10483.353) EASTING FROM DIRECTION NORTHING ---------------------------------------------------------..---------------------- -------------------------------------------------------------------------------- 21 22 CENTER. 7 1 45 42.0 BEARING S 37 21 58.0 E 2 22 8 CENTEB . 1 34 0;'.0 BEARING S 39 01 52.5 E 8 10 CENTER . 29 3I 36.0 BEARING . S 54 34 44.0 E 4 IO 31 427.864 5 31 30 135.001 6 30 28 139.550 7 28 :1.1 65.980 PERIMETER. 1077.318 CLOSURE ERROR 43560.966 SQUARE FEET. ..JEFFERSON COUNTY Co I"'" r-t..h 0',.1, St?". F-o rt 206 385-3505 ROTATION RADIUS . ARC CCW 9524.876 984.930 CHORD 30.284 TANGENT 7 ROTATION RADIUS . AI~C CCW 9503.930 984.930 CHORD 26.965 TANGENT 9 ROTATION RADIUS ARC CCW 9359.672 488.370 CHORD 251.675 TANGENT N 88 30 24.0 W N 1 29 36.0 E S 88 30 24.0 E N 44 49 06.0 E 9370.823 9505.778 9502.141 9548.943 .000 1.0000 ACRES 10501.732 30.282 15.143 10518.712 26.964 13.483 10721.544 248.900 128.699 10293.826 10297.344 10436.846 10483.353 F'UBI_J: C t.JORt,:E, l-Jc..... ~"?B36B I)EPT. OF -r 0 '..,1"') ~..;.e.~n d .,. " r-'" ~ . PAGE 1 SUBDIVISION 'KOZELISKYLP' - LOT 12 5/17/85 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFr:ERSON COUNTY JOB ,I, 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER ---------------------------------.-----------------------.------------------------- KOZELISKYLP - LOT ~,? From 19 (9619.742,10435.598) To 19 (9619.742,10435.598) DISTANCE CRS FROM TO FEET DIRECTION NORTHING EASTING ================================:~=============~================================= 1 19 20 CENTER = 7 r~OTATION CCW 9573.682 10465.642 DELTA 3 11 58.0 RADIUS -. 984.930 CHORD 54.992 CHORD BEARING = S 33 06 5610 E ARC 54.999 TANGENT 27.507 2 20 21 CENTER = 7 ROTATION CCW 9548.943 10483.353 DELTA 1 46 12.0 RADIUS = 984.930 CHORD 30.426 CHORD BEARING = S 35 36 01.0 E ARC 30.427 TANGENT 15.215 3 21 28 65.980 S 44 49 06.0 W ni02.14:l 10436.846 4 28 30 139.550 N 88 30 24.0 W 9505.778 10297.344 C' 30 31 135.001 S 1 29 36.0 W 9370.823 10293.826 ;;J 6 31 11 310.256 N 88 30 24.0 W 9378.908 9983.675 7 11 16 231.310 N 1 ;'SO 2014 E 9610.1:S9 9989.753 8 16 26 193.708 S 88 20 50.0 E 96041552 10183.380 9 26 25 25.970 S 1 30 19.0 W S'5781591 10182.698 10 25 27 146.518 S 88 ~,O 50.0 E 9574.365 10329.155 11 27 19 115.712 N 66 54 40.0 E 9619.742 1.0435.598 PERIMETER = 1449.431 CLOSURE ERROR .000 83483.111 SQUARE FEET, l.9165 ACRES JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COY. T'" -t:..l-\I 01.J. Si(~.,. F.(::JI "r"'"1:.. H1H 00~...JI r'lser. d,.. ....J.:k. 'II' of;o;"E~3oe!:Jo8 206 3E:J5-3505 SUBDIVISION 'KOZELISKYLP' - LOT 13 5/:17/85 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY PAGE 1 JOB i' 2 PROJ. ENGR.: G.ROWE/D.LAURIE PREPARED BY: AUBREY PALMER KOZELISKYLP - LOT '1'3 From 6 (9740.055,10372.793) To 6 (9740.055,10372.793) DISTANCE FROM TO FEET DIRECTION NORTHING EASTING ====;=========================================================================== 6 18 CENTER -. 7 ROTATION CCW 9641.220 10422.800 6 26 49.0 RADIUS = 984.930 CHORD 110.766 BEARING " S 26 50 16.5 E ARC 110.825 TANGENT 55.471 2 18 23 146.710 N 69 05 17.0 W 9693.586 10285.754 3 23 24 100.000 N 88 20 50.0 W 9696.470 10185.796 4 24 26 91 .950 S 1 30 19.0 W 9604.552 lO183.380 5 26 :16 193.708 N 88 20 50.0 W 9610.139 9989.753 6 16 17 169.996 N 1. ~O 20.4 E 9780.076 9994.219 7 1.7 15 113.447 S 88 20 50.0 E 9776.804 10107.619 8 15 5 29.090 S 2 33 07.0 E 9747.742 10108.915 9 5 6 263.990 " 88 19 53.0 E 9740.055 10372.793 '" PERIMETER" 1219.716 CLOSURE ERROR .000 42978.947 S~U~RE FEET, 0.9867 !lCRES ..JE-:FFERSON COUNTY Courthouse~ Por.~ 206 385-3505 DEPT. OF ~rowl-' "!.;'5E!'n (.MJ .,. PUl"'L:r C l,JORI<S l,J.:.,.. 98368 SlIBDIVISIlJN '!WZELISI(YLP' - LOT 'il'4 5/17/85 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY PAGE 1 -------.------------------------------------------------------------------------- JOE< to 2 PROJ. ENGR.: G.ROWE/B.LAURIE F'REPi'JRED BY: AUBREY F','LMER CRS I(OZELISKYLP - LOT 14 From 1 (10000.000,10000.000) To 1 110000.000,10000.000) DISTANCE FEET FI~OM TO DIRECTION NORTHING EMTING ==========================================================~================~==~= 1 1 13 92.210 S BB 20 50.0 E 9997.340 10092.172 2 13 14 122.401 S 2 ..,~ 31.9 E 9B75.049 10097.352 ~" 3 14 4 5.900 S 88 13 23.0 E 9874.866 10103.249 4 4 15 98.160 S 2 33 07.0 E 9776.804 10107.619 5 15 17 113.447 N B8 20 50.0 W 9780.076 9994.219 6 17 1 220.000 N 1 30 20,.4 E 10000.000 10000,_ 000 PERIMETER = 652.118 CLOSUHE ERROR .000 22537.635 SQUARE FEET, 0.5174 ACRES JEFFERSON COUNTY Cou r-t..h 01..1."''''''" Pc:> r"l:.. 206 385-3505 -------------------------------------------------------------------------------- DEPT. OF PUBLIC WORKS Townsend~ Wo. 98368 ~~,-_?€~~ SUBDIVISION 'KOZELISKYLP' - LOT .5 5/17/85 COUNTY ROAD PROJECTS/ MISC. SURVEYS JEFFERSON COUNTY PAGE 1 JOB 'I' 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- KOZELISKYLP - LOT 15 From 13 19997.340.10092.1721 To 13 19997.340.10092.1721 FROM TO DIST/lNCE FEET DIRECTION NORTHING E,.,STING ================================~===============================================. 13 2 106.000 S 88 20 ~jO .0 E 9994.28:\ 10198.128 2 2 3 122.630 s 2 'W 04.0 E 9871.762 10203.301 ~'" 3 3 14 ',106.000 N 88 13 23.0 W 9875.049 10097.352 4 14 13 122.401 N 2 25 31.9 14 9997.340 10092.172 PERIMETER = 457.C31 CLOSURE ERROr~ .000 12952.799 SQUARE FEET. 0.29'74 ACRES ---------------------------------------,---------------------.------------------..- .JEF--FEBSDN COUNTY CO....lr"th oC..J.se,. r=.o......t 2:06 385-.3505 DEF"" + OF .ro......nsend !II' F'UBI_ XC t.JOr.;;l<s l.-J,::Jo, '. <;'8368 k F:'"~::=--- C!..tJ.4"/Jrtl/ /j,l'j9/ SUBDIVISION 'KOZELISKYLP' - LOT 16 5/17/85 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY PAGE t JOB ~, 2 PROJ. ENGR.I G.ROWE/D.LAURIE PREPARED DYI AUDREY PALMER .-------------------------------.-----------.--------------------------------------- KOZELISKYLP - LOT 16 From 18 (9641.220,10422.8001 To 18 19641.220,10422.8001 FROM TO DISTANCE FEET OIRECTION NORTHING EASTING ===~============================================~=========================:====== 18 19 CENTER = 7 ROTATION CCW 9619.742 10435.598 1 27 16.0 RADIUS -. 984.930 CHORD 25.002 BEARING = S 30 47 19.0 E ,'\RC 25.002 TANGENT 12.502 2 19 27 l15.712 S 66 54 40.0 W 9574.365 10329.155 3 27 25 146.518 N 88 20 SO.O W 9578.591 10182.698 4 25 24 117.920 N I :50 19.0 E 9696.470 10185.796 5 24 23 100.000 S 88 20 50.0 E 9693.586 10285.754 6 23 1.8 146.710 S 69 05 17.0 E 9641.220 10422.800 PERIMETER = 651.862 CLOSURE Ef~ROR .000 22999.806 SQUARE FEET , 0.5280 ACRES .JEFFERSON COUNTY Courthous~p Port 2:06 385-3505 -------------------------------------------------------------------------------- DEPT. OF PUBLIC WORKS Townsendp Wa. 98368 # 5031 / III VE,t2-S tE.5 --1rV /) 409607.8604 N 1512894.9233 E t='.(~~ NE 00'00.00" A~A-s l3;,{) U Nv ~J ~- b. S. 5031-5032 5031....5032 5E 88 20'49.56" 198.2148 # 5032 409602.1430 N 1513093.0557 E 5032-5056 5E 2 25'03.74" 5032-5056 122.6278 # 5056 409475.6243 N 1613098.2287 E 5056-5057 NW 88 13'22.46" 5056-5057 100.1003 # 6057 409482.7285 N 1512998.1765 E 5057-5065 5E 2 33'07.24" 5057-5055 127.2543 # 5055 409355.6004 N 1513003.8427 E 5055-5033 5E 88 19'53.49" 5055-5033 263.9900 # 5033 409347.9140 N 1513267.7208 E # 20216 409 III .7946 N 1513413.6372 E # 20214 409742.4624 N 1514170.1723 E delta AL 16 12'02.59" ere 278.4948 tan 140.1826 e hor d, 5033-20216 5E 31 42'54.41" 5033-20216 277 . 5680 r"."dia15; 5033-20214 NE 66 23'06.83" 5033-20214 984.9300 2\1214-20216 5W 50 11'04.24" 20214-20216 984.9301 # 5035 408567.5370 N \513616.4683 E : 20215 409~24.S065 N 1513788.7594 E del to... AL 29 31'35.67~ arc 251.6747 tan 128.6982 chord: 20216 -5035 5E 54 34'43,69" 20216-5035 248.8990 -1 ;('" tJO 1],,1 . (Z-~"P~ C~' ? It A1fZ-, I< /.2.'/ '" V' ell rf'- . '(7r- {,O~ (lo-;j;0 ff-D vJ c ~1) ,).J~}) fJ vJ Jf. Ne- ,,'" 6(1-. {, /:,1~ 1'r- ~p.P -fll 'P ,tJ ~ ~{2J"" '" {, I Jk<'.... /.-f!,. ~c~~r0 ~(L- "P 17 loG ( 0v,rJ ~ hv_,1:> 6f;'d/!'/"'c.- cRlZoB ON .1'o"T .$ouTi/fEJ"-iY L../N€. (\ f pLAI lln'1"~"f"'-",~,7Jn~,.~m1'!"iJ~~'~~ 4t7f I # 5145 409113.6425 N 1513192.2733 b.. . NE 00'00.00" t 5145-5144 5E 68 30'23.51" 5145-5144 139.5495 # 5144 409110.0054 N 1513331.7754 E 5144-5143 NE 44 49'06.33" 5144-5143 65.9769 # 5143 409156.8057 N 1513378.2800 E # 20216 409111.7946 N 1513413.6372 E # 20214 409742.4624 N 1514170.1723 E delta AL 3 19'48.40" erc 57.2455 tan 28.E308 chord: 5143-20216 5E 36 09' 01. 28" 5143-20216 57.2375 radiale: 5143-20214 NE 53 30'52.64" 5143-20214 964.9300 20214-20216 51, 50 11'04.24" 20214-20216 984.9301 # 5035 408967.5370 N 1513616.4683 E # 20215 409424.5065 N 1513788.7594 E de 1l a AL 29, 31'35.67" arc 251.6747 tan 128.6982 chord: 20216-5035 SE 54 34'43.69" 20216-5035 248.8990 rodll!511s: 20216-20215 NE 50 11'04.24" 20216-20215 488.3'/01 20215-5035 5W 20 39'28.5'/" 20215-5035 488.3'/00 5035-5146 NW e~ 30''':3.51~ 5035-5146 427.8S89 . 5146 408978.6883 N 1513188.7546 E 5146-5145 NE 29'36.48" 5146-5145 135.0000 # 5039 409387.9363 N 1512889.1446 E b.s. NE o 00'@0.00" 5039-5093 5E 88 20'49.56" 5039-5093 113.4499 # 5093 409384.6635 N 1513002.5473 E 5093-5055 5E 2 33'07.30" 5093-5055 29.0923 # 5055 409355.6004 N 1513003.8427 E 5055-5033 SE 88 19'53.49" 5055-5033 263.9900 # 5033 409347.9140 N 1513267.7208 E 5151 409249.0799 N 1513317.7282 E 20214 409742.4624 N 1514170.1723 E -L-o 7- 3 ~ delta AL 6 26'48.77" arc 110.8236 tan 55.4704 chord: 5033-5151 5E 25 50'17.57" 5033-5151 110.7652 redia is: 5033-20214 NE 66 23'06.83" 5033-20214 984.9300 20214-5151 5W 5956'18.06" 20214-5151 984.9300 5151-5163 NW 69 05'16.53" 5151-5163 146.7112 # 5163 4"9301.4462 N 1513180.6810 E 5163-5152 NW 88 20'49.55" 5163-5152 100.0000 # 5152 4093"14.3307 N 151308"1.7226 5152-5154 5W 1 30' 18.51" 5152-5154 91. 9549 # 5154 4"19212.4075 N 1(,13078.3<173 E 5154-5038 NW 88 20'49.56' 5154-5038 193.7086 . 5038 4M?I'/.9949 N 15/2884.6793 E 5038-5039 5038-5"39 NE 30' 18. 51" 170.0000 >-~~~~ r" ~""'_..._~--~,..., I" , A() rs- # 5036 409605.2005 N 1512987.0888 E b.. . NE 00'00.00" 5036-5032 5E 88 20'48.56" 5036-5032 106.0000 # 5032 409602.1430 N 1513083.0557 E 5032-5056 SE 2 25'03.74" 5032-5056 122.6278 # 5056 409478.6243 N 1513088.2287 E 5056-5037 NW 88 13'22.45" 5056-5037 106.0000 # 5037 409482.9115 N 1512982.2786 E 5037-5036 NW 2 25'31.63" 5037-5036 122.3886 # 5036 409605.2005 N 1512987.0888 E .q It 1~ acres 0.2873 J ~JIPIIIt'," t!&rI1. /11.(/ x.) ;f-m;--A- # 5152 409304.3307 N 1513080.7226 E b.5. NE 000'00.00" 5152-5163 SE 88 20'49.55" 5152-5163 100.0000 # 5163 409301. 4462 N 1513180.6810 E 5163-5151 SE 69 05'16.53" 5163-5151 146.7112 5151 40924~.0799 N 1513317.7282 E # 5166 409227.6040 N 1513330.5248 E # 20214 409742.4624 N 1514170.1723 E del ta AL 27'15.52" arc 25.0000 tan 12.5007 chord: 5151-5166 SE 30 47' 19.69" 5151-5166 24.9993 radlals: 5151-20214 NE 59 56 ' 18.06 " 5151-20214 984.9300 20214-5166 5W 58 29'02.54" 20214-5166 984.9300 5166-5170 5W 66 54'38.98" 5166-5170 115.7193 # 5170 409182.2231 N 1513224.0751 E 5170-5169 NW 88 20' 49.56" 5170-5169 146.5108 # 5169 409186.4492 N 1513077.6252 E 5169-5152 NE 30'18.49" 5169-5152 117.9222 # 5152 409304.3307 N 1513080.7226 E sq ft 22~ ~cre:3 0.SZ8 ~- ~ ~J-~~ -- ~ ~ T- d~ -1 - .:. . ' I ; ~ " .,.j ...~t_v .~* i i U . "'~~; ~ , : ~:; : -f _..J__ ~~Vll: ~!~ ~~.t~ t . '\- 'i ~ .~ "~~ "- ~ :s .... -.;: \... ~ ~ ~ ~ ~ ~ , <::: ~ . ", ~ :~~ ;;:~ ~ ~1~ ? \ t.': ~ 'It , '" 4.. \, : ~ I J : .1 ~~~~~{~~::r~~ 't': ....; .... ~ ~ ~. ~.. 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Woshington 98368 (206) 385- /427 TO A. .: ,/ r~/f/'O /lc.() 1/-,,-.' ~ &.i-d- ,c~(' ft'-'LL --.--.--------.---- '.. ~ATE 1/- I.-h.j- COMMENTS . /;1<-- ~~ (~ auIU~e' ~f~ .~ f~~-c.:' . 47 r..-1...,k(.c~ , C. ,<:....'1"-~<-'-f<......~'-.L. ~. '~{~'k>~,,-<vu:. - ~ d-' Cit..,.,~ _ Cc......... (--L ~<L..c:...:. 17""-" 7 f? /7ee.. (~l.c./duz-C ~~ ~.,~ ,,(/;1,<- L.;.<-.c.u)'~ d .<:/'~~ c.......... T-''-€- ita I ..,/ ~L~..---;7~ ;1~ ,. .'" .. . ' ",:, '. :.. ':'''.." ....'.. .,: .:: .. : i :' ':. ",.' " . "':' n ,.' .....: '. ," ".','. '-:'. f'" "':'" ....::., ',',. ',''-, :..';;' .,:' .... : .'.': .' ..' .;' "f.' " '. '." """.'.:' ....: .:',", " . ". ". '. : '. :. "": ". ". .:.",:": ,,' . . . "":,'/.'." ;,:.". '," .' '.' '.:'.:: " ", ,'.,'...., ";":":":..,, ,..:.:.... , ': ..' , ' r---- r-- '.::'.': '. ',,\::..,.:,::. ':: .j ...','.... . ......, '. .' ":-, . >.. .',., . '.' , .' :. '. ......" .' ' : ....,. " .: . ,.' '. '. :. , .' ....: .', ::.' . ....:.:....;:.....': '. .: ',:.' . .... ,.',,, . ...... .,1 '.' :. .', '. '., .',>.:.. .. .. :..,.......'.. .,......... ,',:', ......:. ....> . '.. . ,"" . ". ....:.. '. ...... .....:.. : '.. .; ":.:<.. ': ..... : ",. '.",; .. . .' .'.'.: :;:. ". ..,,>": .':. ;, "."'. .;' '.':.'. " . '. "".: . , . .' , """'-"'~~,", - ~_...~... """"~ . ,:'::, " , . ',.'." i". ". .: ............. ." . .' .' Trmsm8, Jefferson County Planning Department Count.y Courthouse Port Townsend, Woshington 98368 (206) 385- 1427 TO J EFFERSON COUNTY PUBLIC I':ORKS DEPARTMENT JEFFERSON COUNTY IIEALTII DEPARTMENT i'.'ASIlINGTON STATE DEPARTI.IENT OF TRANSPORTATION .: .' :. TilE ,\TTACIlEIl ENVIRON~IENTAL CIlECKLIST BY BRINNON Ill'ACIl ESTAHS, INC. InLL BE PRESENTED TO THE JEFFERSO:-J COUNTY BOARD Of CO~lmSSIONERS ON DI'r.i'~IBER 10, InS,l FOil A IlETF.R~.JJNATION OF SIGNIfI- CANCE Oft fiON-SIG:-IIFICANCE. SUIlmT CO~IMENTS ON TillS CIII,CKI.1ST BY~J:I(4, _.I~~9 :. '.(. '.': ... ..:>.,..' . . ., .... ";,," ..,..', ',:'.':', "':.. . ... . ,." ';. '., '. . .: ", ,c.: '.: .',', ...,'..,'.....: .. .,< '. ....., ...... ..' '. .' ..' ". '. .', ',' , c ' . ':::.:: "" ",': .' , .' .... ':', ". '...:... '. '. '. ..', . .... '" '. . ".::' ..' :';..:": ""."i'," ", .:'.. "..,.<,.... " .' " .: '" . "". ".' '.","". " .~. ....... ,;r,~ :. . .':. ' . . . ." . ..... ',. .......: ":". ......' ':"., : .':, ." .- .. .' .,' .. ........ ........ :',. ," :',', :':' .~,.:. ~..~-, .. ,.:' t' ,; JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT REVIEW CHECKLIST 1. Project Name ~~ /Z./? / ~;;::;~;t//..4;;'h-u;"h~ 2. Project proponent~...g~& Rep. al'~~~.r~ Address d~/J~(dJh ,&VAI.fV v/.{?'z,C ~urA'--c.t..l1ft-A:... Phone No. (~) 3Jfs-:. ..;:?,f,t It 3. Date received f'/.5ft/ Date Response Due 0~4/ -, bY bY by bY bY bY by bY bY bY bY 4. Preliminary review completed 5. Conditions of Approval sent 6. Preliminary desi~n reviewed Final desi~n approved . 7. Prelim. draina~e plim,rev'1i!\i/'ed' Final draina~e plan approved 8. Construction approval: Sub~rade approved Finish ~rade approved Draina~e approved Surfacin~ approved 9. Final review for all conditions: Conditions have been met on Convnents I]W~. .;r!:1:.?\ , ~,""';'" Ir"" .--...... eft l.. EVALUATION Agree OLsagreo Mlti.gnto ~'.hat i.s tho steepest: sLope on tho stto? percent of the sLope: RC!)A. :!.o' e~ lot 3 IdcnHfy tho approxi.mate 4 0 10 ~ ; M.~,,\-, ,f 1'<op"+y/'p', I-~), (t . c: Dand, r.a'" 0 o 3, "'-i.\Jr... l~hat gonerl.ll typos of saLls arc found on the slto ~ro.lveL poat. or muck}? rf you know the ctosstficaHon of DgrL.- cuLtural soUs, 5poctfy thorn and note any prtmo farmLandl ::,,,,,,,,,,\ Lo f>'M ~. Are thero. 5;urfocc lndlcati.ons or a hi-story of unstablo solls tn o / o o the i.rrmedlote vlclnlty? If so, descri.be . them: 'So"'.... "t>l~\-\- "'\IOp........, u~ hIJl-l- .\.., ,,,,,J:...... ().ALl.... 6", ?<o,~....J:.~\ ~ ~';:'o"t- ol- Ph,,\.<- 't',- s..... ......po.t M lUh"viyi/'1/001 ",,,,,"-0 bo,"Q. Deser-tbe the purposo. tho type. and nppro>cLmato qunntLttos of any p/. . 5. 6. futi-ng or gradi.ng proposed. IdcnHfy the sourco of the flU: G....~i....~ ",;,li b.... ~,r ~",," C.lI '''.) 1( (\,~ ....& Could erosLon occur as a result of cLearlng, constructton, u5e? If so. generaLLy desc...tbe tt; Nl")- Dt"~ 9;Qj~ ~ ,.10,,",-,.2 woll le. "'-f\r...A-,) j ",0"" J<u..W-"J' .,...;,ll 9lw i..v,J..", ,^~DW... \" j ~-:.~"", ~ ~~. No , 7. ,\bout ...hat- percent of the site would be eover-ad wlth Lrnpervtous surf.3ces. after'" constructton of the p....oject Ct .0. asphalt or butldtng.l? A (fro.. .:.,.tt\ ",. 8. De~cri.be proposed measures to reduco Dr control or-osLon Dr other trrpacts to the earth. i.f ony: f(oA'b 'bA."l,..s. +ll.J I:.,t-o w,;t,~ ~<u.-.....,- "'"",\-""'" , \\"'~"<S \-."""\w.~,,,,).. Chou, ~~ (}.A>'''-'\,) -\-0 \ '= ....... <?\,,~-\-_o ' AIR 9. L';h.1.t t)"POS of emLssi.ons to tho atr, if nny. would rosuLt from tho proposaL' (Le. dust. automobllo OdOr-5. or lndustrtnL wood smoko) durt.nJ; canst-ructlen and "hen the project LII completod? Conor-ally de~crlbe and glvo ApprO)(t.m~ta quontl Hos. Lf kno","n: ',J'O~ tl\ ~....M, ~\:,"~\( ~.....u....... \ \ J J 10. Are th~r~ any off-sl to ao.......caS of I'tmlsalon!lo or odors that may .('act yo~'" proposal? I' 50. gt"norulLy dascrLba thoml \''N.. ...; ,\\ ~~ <<,,, ,ow. ~ \-.t \ l\ ~ 4J..\ ' O>>..,,t "\ ,,'.0- 11. Oa~cr.. btt p,;opo.ed m..~"f"Q" to roduco or controL ClmLlIsLona Or" other .l"'flACh to the atr, l' "ny' \oJ O\-J€.... ./ o ,0 ~ o o ,/ o o '/'0 o ;/ 0 0 / 0 0 \ '. 2.$, ".holt ktnd and amount .or vegetntton wouLd be removed or a.L terad? 'S"'\~,~c5L -t""o_ll-) 0.""",:>,,'\:$ ...'>J.>.A..";"" 0...-..0... ..~ '<-01.'1> - <i(~~\J.Q J \.\OO"J~ 25. LLst threatened or endangered spectos known to bo on or noar tho .lte, 10 ot~e.. 26~ OeserLbo proposed LandscopLng, use of nature plants, or- other moasures to prescr-ve or enhance vegetatLon On tho sLte, Lf nny: 1\,,,,,,,- \oS,\'\ ~. \"^"-~SL<\_,,,,,Q'~ ""~;-J"'. '?\fU;\-~ ,,^^-J. C\.............9. "~ (J (~~,J.[L,) v.,;',\\ \::.<- 'See! k~a \>.:>",R JO\J,-^-, ANIMALS \. EVALUATION ;: Di,sogree MttLgata 0 0 /' 0 0 ;/ 0 0 ~7. Cheek!f'Y btrd. end entmal. that have been observed en er neur the ./' stto or ore known to be on or near the sLte; o Strds: 0 ha\l,k 0 heron 0 eagLo 0 90ngbtrds 0 othor-Ldontlfy: o Manmals: '1j(deer- 0 be.:.:.r 0 elk 0 beaver 0 other-i..denttfy: - 0 Ftsh: a bass 0 salmon 0 trout 0 herrLng 0 shoLLfl..sh o other-t dontL fy: :28. Lt:;t any throatened or endangered spoci..os to be On Or neor the sUe; N l) nP . 29. Is the sLte par-t of a m~g....atton route? If tlO, e)(pLatn how: 100 30. Ooscrtbe proposed measures to preserve or enhance wtLdLLfe. tf any. 1{'H\\:\L ENEr10Y AND NATURAL RESOURCES 31. l~t,-"t kLnds of energy (L.e, eLectrlc~ natu...aL gas, oLL, ~ood stova, and soLlU") "ould be used to meet: the compLeted proJect's ene...gy needs? Descrlbe ",he the... Lt would ba used f'or heattng, manufuctu..... lns.otc.. F::\e._\-(;~ P...<:\' ~o,,~., ,,,,,', II ~'N'- "'--'c....l~ \o~ I..,.) 32. l':o....ld the p...oJ.ct .f(ftct thct potentLaL ...... of' soLar energy by adJacent' p.-opertt.., \..)t>-\'. 'to=> I I' so, tener'ally dosc...Lbe the .ffllct: ~""........)\,,~,(!- U :!J. IUl.\t klnth 0' .ner,y CO".~,.....tlon fe4hros "r. included tn the pla". of th... propos.l" Llst other p...opos.ed me.'Lr.. to ,..dvee 0,. eonlrol energy lrnpach, lr A"yl ~,.'\~.. o o ,/ /, ~ o o o o o o / o o / iii I;) / o o .,) EVlU..lJATlON Agreo Dtsagree Ml ttgoto ENVIRON:-ENTAL HEALTH 3." Arc there any environmental health hazards. tncludtng exposure to t"o",Lc chemi.caLs. ri.sk of ftro and C>;:plosLon. sptLt. or hazardous waste. that could occur as a result of thi.s proposaL? If so, descrlbe tho h.:lzar"ds: ~ OY'\.Q., I o o 35. Dosed.be special emergency sorvLces that mi..ght be required: f.) b "' \Z. ~ o o 3~. Oeser-tbe proposed rnt'lQ5Ur05 to reduco or controL onvLronmentaL o o hea.L-t.h haza,rds. Lf' any: t-l 0.\ \'? <l 37. '1\hat typ.. of nol.. ..lst ln the ur.a th::~:y affect your projact / ..(l.o. traffi..c. cquLpment. and operat:i..on~)1 IJo1'JPi:.. o o 38. \'ih:~t types and Levels of naLso \\lould be created by 0,.. ossaL-cated with the project on a short-term or to Long-term basts (L .0. con- / o o str\JctLon. trafflc. nnd operatton)1 Indlcnta what: hours noLso "ould coma from tho stto: n~(,...\.. c-o~t('",.t,~V\ '~...:\._:A.-.u9 "......~ \'~\\L,.....; ~ ,~9 b....J..\-...... ",1-:>, ,\,,;_. \~~<.. \ c..",..,\',,,~t-:~~ c...<\",,,.:\:'~\ ~\.,.~ - (\~)"'''~ \,>,:)",,,\, ,,^..,,,~. ~ (>.\",- +0 "S,PM 39, L'U$cri. be propo5ed measures to reduco or con troL any' \0i:>N<=-. nolso lmpacts. If / o o LAND ^"'O SIiOREL I NE USE 40. \'.hat l. lho current usa of tho ~L to nnd adjacent pr:'oportLo9? ;/ 0 0 ~S"~' 9, o()....:"....J ~~:t:>.>.}..1:,j, ':\" ' '~ c.-~ ..)......... ,-<.J (,..,..r C".::a, (.. ~J ~.....'bk...hl'"1oyol ~, \-:>,)f \)Q~~ .s "(\ ,,-;J:- , " ~ 4'. ttoS'" lhd .sltft bocn usod for ftJ:rlculh.....e? I f DO. doocrLuo tha U5a: 0 0 ", C) / ~:!. OV'Acrlbft any structur-06 on tho silal W 0 t~ r: ..0 0 , (,. ~1. \.~tlL any structures be dcmoltsl1ccl1 If 50, ~I'ilt: st:ructures? ~O -J..L :..hal: i.5 tho current: comprehon5Lvo pLnn or comrnuntty deveLopment plan dcstgnatLon of the sl h1 IdonHfy thu pLan: S..\)...,(\o(~ ((~~\~~~^Q -15. If appLlcable.\'ohat ls tho current: shoreLlnc m~3tcr program dcslgnatton of tho SL. te1 k.) J\. .16. tl015 any part of the stto be on classtftcd 05 un "en\o'tronmontally sensttLve" area? If so, sped..fy tho part: 10 O~ 017. Appr~",lmatoLy how m.3ny peopLe wouLd rcstdo 0" work In tho completed project? d.... ~ 0:8. r\ppro,",i.matcLy how many people would tho completed project di..5pLa~e? Y\...or-....R... .J9. Descrtbo proposod muasures to avoLdor reduco di.,splacement tmpdcts. i..f any: tJ A 51,)... DeserLbo proposed measures to ensure the proposaL ls compatlble "tth eXLsttng and projected land uses and pLans. i.f any: ~ "-'"', :> ~T 0.-.--9 j, lL;' \...'" . '5 (..0,,", ; I ~T(~ ':""\\:~ '(..,~IL.. I';.,A ~..JF\~ ~ ~,.t::.. HOUSING 51. Appro~Lmatety how many untts would bo provided. Lf any? ",hdther tho hou~i.ng ls hlgh. mLddle. or lOIN LnCOII"ID: \..0\- \.:)o,,\,CJ.. e>-\\ O~.., -\-0 t-,.\.. ,,+ ,'*- ,,~...~,~.t......Q..? ''''\'l\\\~ -\--~ \rl(~ ~f 0:.........-- V ' S:!. Approximately how mhny uni.t~. Lf any. would be eLLmlnatod? Indlcat. ",hothcr tho hau!ilng is ht&h. mi.ddLe. or Low tncomo1 i.:J OWL. 53. ""'STIlET 1 CS 5~, ,'.hat L. tho tatloat helJ;ht or any pro[\olUld .tructure(al. not lnclvdlnr. onhnn.nl !,..h.,t la tI.. prlnclpnl "Cter"tor" but Ldln~ ....to.l.L 10'. p"ro.~d? _~ '; ~(.,<: "'.,\- ~ "\ \ 1 ~ .....t 'i....-\-......,,,( s ~ "",..-.,..9 "^L ~l- '^~ _~-t\:.... -\-",l.,.....o ~ EVALUATION Asrou Di.saSroc MLti.&Dtc r 0 0 / 0 0 / 0 0 ;/ 0 0 / .-fr....-CO 0 / 0 0 / 0 0 / o o Indi..cntc / o o s/ o o ;/' o o \,.-~, / o o ..',',.....",.....,..._'"_.~ ~.., . TRANSPORTATION . 'l'C.'i '!AVm 1m Will tha flt.opo!'." I 1"'0'"ltJ11 In: \4, A gonor-ailon o( IttJrllt loned vohlculnr mov~'tT'Ionl? n n Xl 35. ("Bets o,,~,<tr.1 rnq pqrklnfj (eclllt los cw 1I dtW'JIolncj (or Mw pitrklng7 n n l't> 36. An Imrqr.t on Qlot 1,.1 Ing trltMPQrtot Ion syr.1 oms 7 11 n Xl 37, Altortltlons 10 pl"'O~tlnt pet"tor-nil of clrculotlr.ln or movo~ent of pfJo~.d e nntl !1onr!5 1 n n l(J J". Al1nrtrllnn'i to ...ohrbornu, roll, (lr I':tlr 1 rof' le:7 n n l(J 39. M Inc.reose In 1roUIc: hazords 10 lI",n10r vehicle!., blcvcIIsts.. '01'" pndostrlons? (1 n 10 EXPlANATlml: MITIGATIVE MCA5UR((!i): cnJNTY CC>MENTCSI: PUBLI C SERV ICES Will the prnpos,,1 tuwe lIn oIled upon or rB:'lJlf In n lined for naw or eltored !lovarnmentnl scrvlcros In lIny of thA fol lowl"!) el"'IJllSI 40. rrrft protoctlon? n C1 Xl 41. Pol Ico protection? [1 n X1 42. ~ch09ls1 0 n ~1 "" ""tlrk~orothor"..('"r.,...tronoll11cII111QS7 C1 [) Xl 44, Mlllntnf'nn(,8 of putdlc 'rlcl"11,.s, Ineludlng ro"rl57 n n Xl 45. otho:'" Cldf>nt'fv ~"r\llC'n): n n Xl lXPlANAT IOU: ~ITlG^T1VE ~(^\IJRCrSI: OOINTY CCM"(Nl f S) I . " .-------------.- \.... ( . \ . \{ ~ ,","'1 III 110 ENERGY Will 1/Ib propo~,,1 rtlsul1 In: 46. lhe usa of suLs111n1Jbl i7!lounH. 01 fU/J1 or cnorgy7 [J 47. ^ dUTlcnd upon ~KI!;tln9 sourcos of l.lnargy, or requlrll tho davulopn,ont of flOW ~ourcus of 0 anurgy? o o li:I I1J r:xPLN~AT IOtl: '-1'TIGATIVE MEASURE(S):' COJNTY eXH-lENT(S): UTI L1TI ES Will tho propose I result In 0 need for the development. ~ltero1Ion. or oddltlon of cny of the following utilities: 4e. P~er or na1urel ges7 0 0 III 49. Ccmnunlcetlon? 0 0 IX 50. Weter? 0 0 ill 51. Sewer or Sllpt I c tonk 1 0 0 III 52. Stann wohr dretncge1 0 0 III 53. Solid woste d I spascl? 0 0 ill, EXPlANAlION: MITIGATIVE KEASURECS), COOI(fY COt<[NTCSI, . . Ila........ ._.....~..........~__ . ,". ',' , .: . " " ..:',' . ,..... ',.. '" ...., '. ,!: '. ..,. ,.,. , .' :','. ' .'. .:.... ", ,; ,..'.... "':, ..... .. ..... ......'.. ,.' 'e.,: ..' ..... ".' '.' '.' ': ," . ". ',>.. : ','. ;', " ". ',", .... '.' .' ,:' ": ',' ", ',' ,"', ,..':,> ..,'..:...., ;', ,,' '. ' ;, c:.. ...'... '". '.: ." ,,' ,....,... .' <',: .:. . "', '... '.. " .' . .,',' .'; .i .... .;,' . .:... ,.... ,',' '.: ','; :. ..' : '., I,' . .e," , , , '. '.: . ': . '. ' ',', " ':"':",. ..' 'r .,1 . ., . .'. . .}.' " . . ..'....,..:< ,'. .' ,., ':' ", :.,', II Pl\.dl,/l''' & (;, ,-' ;:7 ~.:t<.{.(,.,.., flJlt-:\0~11-L- - I~(j bfj (105 52. c;- 7 (., u7 II If {t1 f1/L{'( B':"LI ~'.,w , ..: ';'1. ; .' '. :5 ,Tv) ~I.C L /i() J;U ~ I?. '\- '(, Po/..--: \~ {\,vo,<: ,U .L L-- 0L() 1[" 1'-1 r=~} <:IT l-\ I l) {-I , ":'. " '~ >, ;,1 il", 3 iu (~ I':' I ;, Jefferson County Department of Public Works Courthouse PORT TOWNSEND, WA, 98368 206-385-3505 ,,';C: , :,,'. .'::; .......'.,;,..,...,....".. '.... '.' .... ,'. ';:'-';",' ...' .. ", ", ,'. 'r.., ..,.. "': .:,'. ,. H, . ",,' :':,,:',"" ":.' , , '" '. '<, .. . :.:.,'.. ,': . '.::' '. ',,". " ..... ... " '..... ;' .'.. ....,...,.: . . '" '. " :' '.'. '. ':"',' '. '. '.' .,'. ,'.:.. '.' .' ,......,..'. .'., '..: ..; '. :,' ,... ,,: ,',', ',' ',' , . :,' . . .,.., .,...'.. ..... '. "., ,.... ..... '. .' .", '.. .~ ,: ',: '.., ,.'.::':':> .' .,' ':' : . ',.' ,,:..' .', ....1:, , . .'. '.......',:' _L " ,~.. o 0 or) "" o C") o N o ,....4 0'\00 ,.... \.0 t.f"l..;;t C""'l N ..... 't--- f'... r-... ........ '-.. ......... ~ I'-. I'-. - - 1--- ~ - I- - '-.. "'" r-. Ifb r-.... ........r-... ~~ '.y. ~ '-.. ............. 1t>-.i1 ~ ~"'3 ~ ~ ?J: ::'>" - lj~ ~ ....r-. ~ ~ r-.", ~"r-... I........ .,-< ~ 17& ~ ...... ...... --" r--.. I"'--.. ~ ;-...... ~ I'- - .'C :--... I I ~ ........... r-... I t'~ I ~r...... ...... It ?::..... I .(~ 'v~ I r-.... o ..... '" "" C") N ..... '" ..0- C") N ..... o c '" -4 o C") ~ '" ~ ~ "" ~ ~M o N N ..... lN3~ ~3d NI~OlS 3S~nO~~3lVM CHART 1 25 Lo~O N 3: g LL 0 Z c:{ ...J n:: W > 0 n:: 0 LL W ~ f- '" ...J :z; W 0 > U ILl c:{ Ul n:: ~ f- ILl <.9 0.. f-< Z ILl ~ ILl 4. :2: :z; f- H >< lJ) f-< W H n:: u 0 0 ...:l LL !;! lJ) w i= U 0 ...J W > W <.9 c:{ n:: w > c:{ o ..... '" ..0- CD ,.; C") N ~ '" <! ..... "1 -0; ": "'! .-j "1 '" w X u ;: ;: e ISq - 168 156 144 132 120 loa 96 a4 72 '" 60 u. u ;: 54 2 I- <r /,w ~ - 48 / ~ :5 // ;; (.) ~ 42 0 u. '" o Ci <r w I- b' :l; .. Ci 36 - 15 12 BU.[AU or PulLIC tJlo"O~ -,AN "61 10,000 8,000 EXAMPLE (I) (2) (3) 6, - 6,000 0.42 inchn 13.~ lull 6, 5.000 0-120 ell 5, 4,000 HW' H" 6, 5, 0 '"l 4, 3,000 III 2,' .,. 5, 4, 121 2,1 7,' 2,000 '" 2,2 7.7 4, 3, '0 In Ieel 3, 1,000 - 3, ~ aoo , d .... .(/'..... ...-/ 9\.V,-"'" t.~ / /' 200 / /' /" - 600 -- 500 400 300 100 - ao 60 50 - 40 ,I 3'0 ;( /HW SCALE o 1 ( ENTRANCE TYPE '" SquCIr. .dO' .illl hull.oll 121 GIOO" tIld ..111 lI.odllllll 13, Groo.. .nd prllJu.11no To "" .eall 121 or 131 prO/"! 1'101110111011,10 .ul. III,t/ltn 1111 I"olthllncllned IIn. tlHol/Oh D OlU' 0 leol..,o, ,,,,,.. o. illUlttahd, ,. 2 1.0 o ~ e '" <r w I- W :l; .. Ci ;: X I- 0. W o <r w I- .. ,. o .. w X --- -2:- - 2:- 2. ,("j D 3..5 1.5 1,5 I.S I!.) , ~~ -, ;,.:> 1.0 1,0 1,0 ,9 ,9 ,9 ,a ,a ,8 - ,7 -:1... ,7 i' _ ,5 ,5 ,6 ,5 t",f'l ( .1.", HEADW~TER DEPTH FOR '- CONCRETE PIPE CULVERTS ., WITH INLET CONTROL CHART 3 27 ill ~; I I: , : :~+ : ' , , :~+!-+- I ~~~~r7+T- I I . '" I j t II ' . 1-i--f-t+ "'tlll_..J_t-:....J1~'I_JI ~lfl"""7"' ,1",1 , I : ~~.l~ +f+HTT I: 1"1 I t -: P--7-~ ~ , I : , I ' I ,- o ,. 1 I ; -- .;~-: ; ; t l--H-++- , I I I i ~_,:n'T1"":-'- 111 I 11 Ii ;: '~I'tM ,~ ,~~ +' : :' I" I 1'Tl'U,' 'I" \-1 ~-4+ -r-: l I -t -H i; ~~~ I ~- I I H-, : ~ : :d+ ~.~+++ ~! I' II! I : ; : ; : :~:t~'-r-;~_: '1 : I : : I ! + ~ '-I-t- l~+ ~: : ~+R=t+" -++H I , I ~ j ~ t I I , . 1 _ ,I : tJ;;n,: I It: I : I 11 I 11 ~ \, I I I I J' I I I! I I 1 I III ,~I'l : I 1 ~Tll I. I , " , , " , ' , , , I I I , , , , , , , l~ I' I ~~ (1: II I I rill t I II '" I " , 't I I , , :" I!-' I -+-r::;:p:p,::l , , " , , , I " , I : l)-; I : I I I ! ,~ , '~~-,~ :~: :~i: ~;: }?p-: :~' :ij~Y =~ :t-~}:+~~:H+ - - .:-;--t+~: H- i ~ ;-~"tl ':1: ,. I 7"7 -G-T ---r-t"' I: 1 : ~~ :~iS1~-: ;-i11 , ~ , ( t":-1":+~-r-71: ., ..:. _--.:... ,~ , , I , I :~+ :' .-==P=R , , , ' , ' , L'_ ' ' , I~::i: ".., ' " , 1~1T- ,~~-~'I , I I ! ~,' -:r','" ""~ , I! ~ I !.' ,I ,I' I l I I I I I I; : I j I " I t : I I I ~: : -, I . _. I ., " ~., "".;..~~ --T+++-i~ -H ; , I 1'1 r I ~ j -1TTTi Tl ! I' . ,:---r-r ;~~ , , , , , , I , I , , , , ,'11 l' ,.,.., I " ....l ..,...., I I, , , I I, I " , 1 II I , I ,: I I;'! f."., 1 I t I I ~ I : : > ,- I ' : 1 : : : i , I I -, , " , It , ,I l~ I I Iii" .' 1 I - : ! I W; I I I I I I I I I j I" I I : I ,'1" ~II 1\ ~\ II ;. j' "I'. ,~I--H.+~I----;--i I. II ~ l::t1+~ ., ,., I : 1 I ,'..:'~ I' j I I 11""' -H- -+ " 1 '.J--t-1-t-1 ~, I" I I I , 1 I _ I I -~-+-++H++f ~ , :-r:++++ :+.': ':: : 1 - I L...L.:..' I I I 1 I ' iT _1-..1 I -+-H-1+H I::: I I- I II I 1 , I , I ,'" I 1 .:;.-+-t II ....l " \L\ '" 'l- '" '" , ; 1::11;, -; I! I :" I :.,~ : : I II', ~ '" ,--7-;- 0) . I' :,J: - -lh=r+ 1.1 I ~+ I 'l: c;::. ~ -?ti: ~.d " I -+-'+ -+++ ~ " , , , I, " , I I I I , , I , I c;::. , I , \L\ I , ' H .; :J+, -H---r : ~ ' , I 'C I I , , ;++1+ I I -~ I 11+ , , , ~ I : , .3 , C'l ~ ..., ~ '\I ~ ~ c::l INVERSE 1. TYPE OF INVERSE /lUTO. SEQUENTIAL 4. DIST/lNCE REFERENCE POINT NONE 2. FROM POINT '" 51 DIST/lNCE FROM REF. PT. 3. TO POINT '" 65 FROM TO DIST/lNCE DIRECTION NORTHING E/lSTING 51 9647.317 10517.427 51 52 230.000 S 50 31 42.0 W 9501.107 10339.881 52 53 230.000 N 21 47 19.0 E 9714.676 10425.253 53 54 167.500 N 68 12 41.0 W 9776.849 10269.719 54 55 45.000 N 32 20 25.0 W 9814.869 10245.647 55 56 307.580 N 52 59 52.0 W 9999.985 10000.009 56 57 575.000 S 87 58 30.0 E 9979.667 10574.650 57 58 471.260 S 35 35 05,;'0 E 9596.412 10848.879 58 59 105.710 S 32 49 51.0 E 9507.586 10906.191 59 60 675.000 S 39 28 18,'0 E 8986.528 11335.286 60 61 186.280 S 50 31 42.0' W 8868.110 11191.490 61 62 111.230 S 39 28 18.0 E 8782.247 11262.198 62 63 25.000 N 50 31 42.0 E 8798.140 11281.497 63 64 25.000 S 52 55 00.0 E 8783.065 11301.441 64 65 24.670 S 39 28 18.0 E 8764.021 11317.123 POINT NORTHING EASTING 1 10000.000 10000.000 2 9958.643 11169.679 3 9606.727 11357.372 4 9490.960 11447.476 5 9302.829 11539.791 6 9148.848 11642.712 7 8952.933 11773.663 8 8918.378 11827.367 9 8841.058 11743.269 10 8769.978 11618.495 11 8695.087 11530.645 12 8506.656 11463.610 13 8463.057 11407.155 14 8556.314 11145.019 15 8914.333 11272.386 16 8667.963 10983.073 17 9303.690 10441.708 18 8934.135 10007.739 19 9483.744 10158.837 20 9563.942 9867.120 21 9618.476 9895.115 22 9999.991 10000.001 TRANSFER CONTROL TRAVERSE -KALADIVN09- TO COORDINATE TABLE -KALADIVN09- NO OVERWRITE PROTECTION,NO OUT-OF-RANGE PROTECTION. POINT NORTHING EASTING TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED TRANSFERRED PAGE 1 TRAVERSE 'KALA!'IVN09' 1/20/83 JOB ,~ CRP524, CRP525 UPPER HOH RD, I RON!lALE FILL PRO.J. ENGR. : G. ROWE, B.LAURIE WEST END, IRONDALE PREPARED I-fY: AUBREY PALMER -------------------------------------------------------------------------------- KALADIVN09 Franl 1 (10000,10000) To 1 ( 10000,1 0000) DISTANCE CRS FROM TO FEET DIRECTION NORTHING ================================================================================ * 2 1170.410 S 87 58 30 E 9958.643 11169.679 2 * 2 3 398.840 S 28 04 23 E 9606.727 11357.372 3 * 3 4 146.700 S 37 53 40 E 9490.960 11447.476 4 * 4 5 209.560 S 26 08 13 E 9302.829 11539.791 5 * 5 6 185.210 S 33 45 32 E 9148.848 11642.712 6 * 6 7 235.650 S 33 45 32 E 8952.933 11773. 663 7 * 7 8 63.860 S 57 14 31 E 8918.378 11827.367 8 * 8 9 114.240 S 47 24 15 W 8841.058 11743.269 9 * 9 10 143.600 S 60 19 ~.., W 8769.978 11618.495 "'<- 10 * 10 11 115.440 S 49 33 10 W 8695.087 11530.645 11 * 11 12 200.000 S 19 35 00 W 8506.656 11463.610 12 * 12 13 71.330 R 52 19 20 W 8463.057 11407.155 13 * 13 14 278.230 N 70 25 00 W 8556.314 11145.019 14 * 14 15 380.000 A 90 00 00 L 8914.333 U272.386 15 * 15 16 380.000 A 30 00 00 R 8667.963 10983.073 16 * 16 17 835.000 N 40 25 00 W 9303.690 1(\441.708 17 * 17 18 570.000 A 90 00 00 R 8934.135 10007.739 18 * 18 19 570.000 A 34 12 41 L 9483.744 10158.837 19 * 19 20 302.540 N 74 37 41 W 9563.942 9867.120 20 * 20 21 61. 300 N 27 10 25 E 9618.476 9895.115 21 * 21 22 395.670 N 15 22 19 E 9999.991 10000.001 PERIMETER = 6827.580 ( 1 IN 796661 ) CLOSURE ERROR = .009 AT N 6 40 51.8 W ~EFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE. PORT TOWNSEND. WA. 98368 206 385-3505 -------------------------------.------------------------------------------------- E ~C::-:# E'.:: ,~:~ I ~H::' ... - - 35 ' l) (~ II ::: :":7(> -" ")(1 ,. ;';3e -0 : - 't..! 5 : - "7'=' , I),) "W 1-.;:?S 28 : 2,'1 ~..! S : - 35 I CO II ~..l S7C' -- 00"":: :"J=:2 !9 '2011:: ~7:) 25 1 (It)ll~; D:STA~!S~ ~E~. 3::;' :3:.08 7'" "':'"'" '~5. ')7 :.....4;) :'~7. 3Cl ::CJ.OO 25.65 73.::0 ---------------------------------------------------------------- !....;:;::TUD::: :::RP.O!1'=- - .CC~l ~::::?t;RTLJR:::: ~!SCLC5UR:::; N7-~ 35(541'~ D!ST~NCE~ ~M~ AREA: 35404.7555 SQUA~E ~~~T; ERROR::: . (It)1,(: .0042 .8357 ,:\CR::::S. ---------------------------------------------------------------- , B3 l, ,:'( ::'i ,......:/;. 5-=:.-:::-:: ~~!:, -.'~:'. ':5 I :21l~ 5;1) 3: ''::-Zlt;..: ~AD!US= ~! S:Ai'!C=: ::::.S7) (R.;.~2:r~_) 2~0.0~ C~~7A= - 028 44'221' ~E;~GTH=- : ~ -4.1 G T;:~:S=:~~T=, ,,:;. :7 5S.83 CHO~D ~~AR!~G= NS2 30'30tl~ CHCR:= :~: , 4; ! 9'1=: ~~se 1 z '4 : t1;...! 1,:",:,:, 20 '25"~1 !'~S2 ~e ,::;;':' " ~: S87 e=> ' 2(~ II'::: S35 -;e: !)511:;: S32 t.2 'e - '''' 539 -- : ell=: 850 - . t: 2":',' - SJ9 ~;:: ! ou::" i,.15':' - : I~ :2 " - qr.~:::':~S:: U~?'\!:'~A:....j ~S7.=O (;:;'.~!:' I (::....) 31)7 ~ 5E 57.5.00 .~71. 2S ~ (::.. 7 ~ 875.(;1) 185..28 1!1.23 (2P.~ I;~;!....) 2~.0(' ~E:....TA= - :02 25.'42t' LENG:~= - 45.!L 2!.G2 CHORD 9~ARING= NSB dO/~' "::" S~~RD= 2~.25 Tw(>.:GE:'~;= ::.:-.;:.; 55 ,,>:~ll~ S3S' 23'18u=: SlE' 3S 'OOIl!,.,: !Rt:;:, 1?':~: :4.57. ES. f)7 !....t;:~:T~~S ~~R~o= - .0033 DEP4~TU~=: ~!5C~DSURS= N~7 47'5L"~ D!S7A:~C=:= ~~~ ~~~A: 2L3S21.7e37 SQ~~~~ ~~S;: \)J~) .-.Jl,.;.-Q\ :)JJV :'::;':;:?,C':'\" :: .0037 . (:C5'.) 7. E~54 (:C:P.SS. f) ,If{. 3'=:{d~::: :'~G -------------------------------- r; :ST,c::,JC:: ..:...~,':;:- -----------.----------------------------------------------------- '118 ~:5'O~)HS' 25' ,:;,) If ~.I 35'()')Il~~ 05; 'i-A II t~l "'7(' E:'S SGL 53' 15 "=: RADIUS= ir"'\!G~NT:: 219 35'OOIl~! 570 25'OOll~ le~ .2::' 12:'.08 53.vS 1(j:'.27 (R,o:'!A_l 25.00 !:-E:!..TA:: ~ 1)S'5 31'44" !....:::!'~GT!-!:: - /;~.G2 27.5~ CHORD e~AR:NG= 822 28'oe"E SHOR~~ 37.0: (.~ADI Pi:") ~15.9S ---------------------------------------------------------------- .5:;":13 (;:2:;:5. :....AT!T~D~ ERRQ2~ .0038 D::?ARTUP.: ~!S:LOSURE= s:s 55'1!I'E D!STANC~= DMD ~REA: 2~405.5075 SGUARE FES;-; E~S'C':::~ . t).:.C;.2 . O~:.' ~ E ---------------------------------------------------------------- I ;~.d....: -------------------------------- VIS7,~.r.~C=: ---------------------------------------------------------------- ~.:::?'.2:!.;G SC7 58 I 3tj l~:: c.,p Of: '2311~ S37 53~4l)"=:: s~~ OS !311~ S32 ~5 '3::"E 557 lli. '3! liE: 847 24 '::'511)....: 550 ~8 'SZ'lllo! S49 32f;:)"!,.! S!B 35 '00"., N70 25 '0011:...1 N1S 35'001lE N71) 2S'OO"W N3S 29 ' t CIIII ...... ~.. N5'2 55 '('O"!,.,: ;;,A!J!US:: TP'!\I~;=:~T :: s~~, 31 'f,:1I~,~ N2~ 2i?':euw NS(1 ::: '~:"E N3~ ::e'1s11~ '~3: '~2'S':'"~..1 N25 35 '05"!..-, ~95.4: 388.e~ :'-:::=.7(,- 202.56 ~20..9G 82.S!: 1!~.24 :4.2,50 ~ 15.1.-4 2(H,). Of) 73.20 !8!.38 121.08 47.9B (~AD!AL) :5.00 DE~TA:: 103 2S'~211 LEN[TH~ ~5.!4 31.se C~~RD e~A~:NG~ S8e /S'2!11~ CHC~D:: 38.25 (~.~D=.::!... ) :!! .2:: lEG.::a ---------------------------------------------------------------- G75.1)0 105.7: 47! ..25 ~P7;T~~~ ~22C~: - .~::G DE?~RT~fiE ~;~~~.~~ .:'I)~~ ~!SSLOSU~~: N25 0S'CG"~ DZS7A~C!~ .'.'~~ ~~~ ~R~A: 5=e5~5.0:55 saU~RS ~c~~: ~~.~3S~ ;:~ES. ---------------------------------------__~~~i3~________.._________ DESIGN TRAVERSE "A' 1/24/83 UPPER HOH RD, IRONDALE FILL WEST END, IRONDALE A From 27 (8702,719,11295.310) To 27 (8702,719,11295.310) -------------------------------------------------------------------------------- JOB * CRP524, CRP525 PROJ. ENGR.: G. ROWE, B.LAURIE PREPARED BY: A. PALMER CRS FROM TO DISTANCE FEET DIRECTION NORTHING ================================================================================ 27 51 1223.670 N 39 28 18.0 W 9647.317 2 51 53 CENTER = 52 ROTATION CCW 9714.676 DEL TA 28 44 23.0 RADIUS = 230.000 CHORD CHORD BEARING = N 53 50 29.5 W ARC 115.369 TANGENT 3 53 54 167.500 N 68 12 41.0 W 9776.849 10269.719 4 54 55 45.000 N 32 20 25.0 W 9814.869 10245.647 5 55 56 307.580 N 52 59 52.0 W 9999.985 10000.009 6 56 57 575.000 S 87 58 30.0 E 9979.667 10574.650 7 57 58 47102{>0 S 35 35 05.0 F. 9596.412 10848.879 8 58 59 105.710 S 32 49 5,1.0 E 9507.586 10906.191 9 59 60 675.000 S 39 28 18.0 E 8986.528 11335.286 10 60 61 186.280 S 50 31 42.0 W 8868.110 111910490 11 61 62 1110230 S 39 28 18.0 E 8782.247 11262.198 62 64 CENTER = 63 r~OTATION CCW 8783.065 11301.441 103 26 42.0 RADIUS = 25.000 CHORD 39.251 BEARING = N 88 48 21.0 E ARC 45..136 TANGENT 310681 64 65 24.670 S 39 28 18.0 E 8764.021 11317.123 65 27 65.068 S 19 35 14.6 W 8702.719 11295.310 PERIMETER = 4118.473 CLOSURE ERROR = .000 /\REII = 356599.650 SQUARE FEET , 8. 1864 "CRES JEFFERSON COUNTY DEPT. 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ENGR.: BLUTO LAURIE COUNTY WIDE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- KALAPHASEA From 1 (10000,10000 ) To 13 ( 10000, 10000) DISTANCE FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ 1 * 1 2 455.000 N 39 28 18 w 10351.232 9710.758 2 * 2 3 213.940 N 49 51 28 E 10489.157 9874.304 3 * 3 4 40.000 N 75 35 00 E 10499.115 9913..044 4 * 4 5 175.600 N 76 06 36 E 10541.270 10083.509 5 * 5 6 46.700 S 37 53 40 E 10504.417 10112.193 6 * 6 7 209.560 S 26 08 13 .E 10316.286 10204.508 7 * 7 8 185.210 S 33 45 32 E 10162.305 10307.429 8 * 8 9 298.110 S 75 35 00 W 10088.084 10018.706 9 * 9 10 75.730 S 14 25 00 E 10014.739 10037.561 10 * 10 11 40.000 S 75 35 00 W 10004.780 9998.820 11 * 11 12 235.000 S 75 35 00 W 9946.272 9771.220 12 * 12 13 235.000 A 01 12 08 R. 9999.992 9999.998 5/28/8? ItJ.'so A.M.. 51-10/..../ /1"'115 '1>/SK. #/ "j(ltLA 1!I/I~fElt ,I ,() 0 6-~Il:> P/4CTo.e. PERIMETER = 2209.850 CLOSURE ERROR = .009 AT N 14 37 56.4 E ( 1 IN 259646 ) JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 -------------------------------------------------------------------------------- DISK 1 PAGE 1 -------------------------------------------------------------------------------- JOB U SHORT PLATS 1 PROJ. ENGR.: BLUTO LAURIE PREPARED BY: AUBREY PALMER CRS FROM KALA~HASEA - LOT #1 From 16 (10194.160,999~.438) To 16 (10194.160,9991..438) 'DISTANCE FEET EASTING TO DIRECTION NORTHING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 16 17 259.66~ N 75 35 00.0 E 10258.809 10242.925 2 17 8 116.077 s 33 45 32.0 E 10162.305, 10307.429 3 8 9 298.110 S 75 35 00.0 W 10088.084 10018.706 4 9 16 ' 109.525 N 14 24 59.8 W 10194.160 999;.438 . ',' ",'. . -. !-''! PERIMETER = 783.376 ..,' ", .'- . 5nDR,l; PI-1Ts'J::W~K ~I . . 11/(l1l-.AfHA:$€',4'\ . ;J 0 cr K (D 111 [:fOoL ~, '.. J;', CLOSURE ERROR = .000 30545.136 SQUARE FEET, 0.7012 ACRES -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 365-3505 '.'KALAPHASEA" - LOT 412 DISK 1 JOB # SHORT PLATS 1 PROJ. ENGR. :BLUTO LAURIE PREPARED BY: AUBREY.PALMER . .. -------------------------------------------------------------------------------- CRS .FROM LOT #2 From 15 (10297.11.1,9964.957) To 15 (10297.171,9964.957). DISTANCE FEET TO DIRECTION NORTHING EASTING ================================================================================ 1 15 18 228.234 N 75 35 00.0 E 10353.995 10186.004 '2 18 7 42.005 S 26 08 13.0 E 10316.286 . 10204.508 3 7 17 69.133 S 33 ,45 32.0 E 10258.809 . 10242.925 4 17 16 259.664 S 75 35 00.0 W 10194.160 9991.438. 5 16 15 106.360 N '14 24 59.9 W 10297.111 9964.957 'oi " '. ','",' . " PERIMETER = 705.396 CLOSURE ERROR = .000 25753.831 SQUARE FEET, 0.5912 ACRES -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBkIC WORKS Courthouse, Port Townsend, Wa. 98366 206 385-3505 "KALAPHASEA" - LOT i/4 PAGE 1 DISK 1 JOB # SHORT PLATS 1 PROJ.ENGR.: BLUTO LAURIE PREPARED BY: AUBREY PALMER CRS KALAPHASEA - LOT #4 From 4 (10499.115,9913.044) To 4 (10499.1J5,9913.044) DISTANCE FEET --_.~---------------------------------------------------------------------------- FROM TO DIRECTION NORTHING EASTING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 4 5 175.600 N 76 06 36.0 E 10541.270 10083.509 2 5 6 46.700 S 37 53 1l0.0 E 10504.417 10112.193 3 6 19 54.631 S 26 08 .13.0 E 10455.372 10136.259 4 19 14 205.295 S 75 35 00.0 W 10404.260 9937.428 5 '. 14 4 97.940 N 14 24 59.9 W 10499.115 9913.044 .' . , PERIMETER = 580.166 CLOSURE ERROR = .000 AREA = 18746.318 SQUARE FEET , 0.1j304 ACRES JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 -------------------------------------------------------------------------------- PAGE 1 "KALAPHASEA" - LOT 115 JOB # SHORT PLATS 1 PROJ. ENGR.: BLUTO LAURIE PREPARED BY, AUBREY PALMER DISK 1 -------------------------------------------------------------------------------- _ LOT #5 From 1 (10000.000,10000.000) To 1 (10000.000,10000.000) DISTANCE FEET TO DIRECTION NORTHING EASTING CRS FROM -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 1 2 455.000 N 39 28 18.0 W 10351.232 9710.758 2 2 3 213.940 N 49 51 28.0 E 10489.157 9874.304 3 3 11 500.125 S 14 24 59.9 E 10004.780 9998.820 4. 11 13 CENTER = 12 ROTATION CW 9999.992 9999.998 DELTA 1 12 08.0 RADIUS = 235.000 CHORD 4.931 CHORD BEARING S 13 48 56.0 E ARC 4.931 TANGENT 2.466 5 13 .009 N 14 37 56.4 E 10000.000 10000 :000 PERIMETER = 1174.005 CLOSURE ERROR = .000 AREA = 48679.951 SQUARE FEET, 1.1175 ACRES -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 TRAVERSE "KALAPHASEA" 5/27/87 SHORT PLATS OISK 1 COUNTY WIDE f?A'.j -r;f:.J'J, " 6",':; E f"'l!-l f." E:.'T1E:I2..- 1 IAJ 2 ~'1J b '/(.. JOB # SHORT PLATS PROJ. ENGR., BLUTO LAURIE PREPARED BY: AUBREY PALMER PAGE 1 -------------------------------------------------------------------------------- KALAPHASEA From 1 ( 1 0000,10000) To 13 (10000,10000) DISTANCE FROl-l TO FEET OIRECTION NORTHING EASTING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 * 1 2 455.000 N 39 28 10 VI 10351.232 9710.758 2 * 2 3 213.940 N 49 51 28 E 10489.157 9874.304 3 * 3 4 40.000 N 75 35 00 E 10499.115 9913.044 4 * 4 5 175.600 N 76 06 36 E 10541.270 10083.509 5 * 5 6 46.700 S 37 53 40 E 10504.417 10112.193 6 * 6 7 209.560 S 26 08 13 E 10316.286 10204.508 7 * 7 8 185.210 S 33 45 32 E 10162.305 10307.429 8 * 8 9 298.110 S 75 35 00 W 10088.084 10018.706 9 * 9 10 75.730 S 14 25 00 E 10014.739 10037.561 10 * 10 11 40.000 S 75 35 00 W 10004.780 9998.820 11 * 11 12 235.000 S 75 35 00 VI 9946.272 977 1 .220 12 * 12 13 235.000 A 01 12 08 R 9999.992 9999.998 5/.28/8? ItJ,'SD A,M.. 51-1o"'-T f/I715 'DIsK :t*/ Ilj(l/iA IH/I.5fE.1t ,\ ,u 0 6-Z, b FAc.To.e. PERIMETER = 2209.850 ( 1 IN 259646 ) CLOSURE ERROR = .009 AT N 14 37 56.4 B -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townnend, Via. 98368 206 385-3505 SUBDIVISION "KALAPHASEA" _ LOT 111 5/27/87 SHORT PLATS DISK 1 COUNTY WIDE PAGE 1 CRS KALAPHASEA - LOT #1 From 16 (10194.160,9991.438) To 16 (10194.160,9991.438) DISTANCE FEET -------------------------------------------------------------------------------- JOB # SHORT PLATS 1 PROJ. ENGR., BLUTO LAURIE PREPARED BY, AUBREY PALMER FROM TO DIRECTION NORTHING EASTING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 16 17 259.664 N 75 35 00.0 E 10258.809 10242.925 2 17 8 116.077 S 33 45 32.0 E 10162.305 10307.429 3 8 9 298.110 S 75 35 00.0 W 10088.084 10018.706 4 9 16 109.525 N 14 24 59.8 W 10194.160 9991. 438 SHof!.T Plf/T'., P/o,K -/ "j('\/..Afll A :5E",tJ'1 No 6i2!l> f=t1Po.e.. PERIMETER = 783.376 CLOSURE ERROR = .000 AREA = 30545.138 SQUARE FEET, 0.7012 ACRES JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, We. 98368 206 385-3505 -------------------------------------------------------------------------------- . . SUBDIVISION "KALAPHASEA" _ LOT #2 5/27/87 SHORT PLATS DISK 1 COUNTY WIDE JOB # SHORT PLATS 1 PROJ. ENGR.: BLUTO LAURIE PREPARBD BY, AUBREY PALMER -------------------------------------------------------------------------------- PAGE .1 KALAPHASEA - LOT 112 From 15 (10297.171,9964.957) To 15 (10297.171,9964.957) DISTANCE FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ 1 15 18 228.234 N 75 35 00.0 E 10353.995 10186.004 2 18 7 42.005 S 26 08 13.0 E 10316.286 10204.508 3 7 17 69.133 S 33 ,45 32.0 E 10258.809 10242.925 4 17 16 259.664 S 75 35 00.0 W 10194.160 9991. 438 5 16 15 106.360 N 14 24 59.9 W 10297.171 9964.957 PERIMETER = 705.396 CLOSURE ERROR = .000 AREA = 25753.831 SQUARE FEET, 0.5912 ACRES -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 SUBDIVISION "KALAPHASEA" _ LOT 113 5/27/87 SHORT PLATS DISK 1 COUNTY WIDE PAGE 1 KALAPHASEA-:-LOT-#3--F~~;-'~-(10~O~~260~9937~~28i-T~-'~-('O~O~~260~9937~~28i---- DISTANCE FEET JOB # SHORT PLATS 1 PROJ. ENGR., BLUTO LAURIE PREPARED BY, AUBREY PALMER FROM TO DIRECTION NORTHING EASTING ================================================================================ 1 14 19 205.295 N 75 35 00.0 E 10455.372 10136.259 2 19 18 112.924 S 26 08 13.0 E 10353.995 10186.004 3 18 15 228.234 S 75 35 00.0 W 10297.171 9964.957 4 15 14 110.570 N 14 24 59.9 W 10404.260 9937.428 PERIMETER = 657.023 CLOSURE ERROR = .000 AREA = 23967.644 SQUARE FEET, 0.5502 ACRES -------------------------------------------------------------------------------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 . . SUBDIVISION "KALAPHASEA" - LOT #4 5/27/87 SHORT PLATS DISK 1 COUNTY WIDE PAGE 1 -------------------------------------------------------------------------------- JOB # SHORT PLATS 1 PROJ. ENGR.: BLUTO LAURIE PREPARED BY: AUBREY PALMER KALAPHASEA - LOT 114 From 4 (10499.115,9913.044) To 4 (10499.115,9913.044) DISTANCE CRS FROM TO FEET DIRECTION NORTHING ================================================================================ 1 4 5 175.600 N 76 06 36.0 E 10541.270 10083.509 2 5 6 46.700 S 37 53 40.0 E 10504.417 10112.193 3 6 19 54.631 S 26 08 13.0 E 10455.372 10136.259 4 19 14 205.295 S 75 35 00.0 W 10404.260 9937.428 5' 14 4 97.940 N 14 24 59.9 W 10499.115 9913.044 PERIMETER = 580.166 CLOSURE ERROR .000 0.4304 ACRES 18746.318 SQUARE FEET, JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsend, Wa. 98368 206 385-3505 -------------------------------------------------------------------------------- . . SUBDIVISION "KALAPHASEA" - LOT #5 5/27/87 SHORT PLATS DISK 1 COUNTYWIDE PAGE 1 JOB # SHORT PLATS 1 PROJ. ENGR" BLUTO LAURIE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- KALAPHASEA - LOT #5 From 1 (10000.000,10000.000) To 1 (10000.000,10000.000) DISTANCE FEET FROM TO DIRECTION NORTHING EASTING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 1 1 2 455.000 N 39 28 18.0 W 10351.232 9710.758 2 2 3 213.940 N 49 51 28.0 E 10489.157 9874.304 3 3 11 500.125 S 14 24 59.9 E 10004. '{80 9998.820 4 11 13 CENTER 12 ROTATION CW 9999.992 9999.998 DELTA 1 12 08.0 RADIUS = 235.000 CHORD 4.931 CHORD BEARING S 13 48 56.0 E ARC 4.931 TANGENT 2.466 5 13 .009 N 14 37 56.4 E 10000.000 10000.000 PERIMETER = 1174.005 CLOSURE ERROl! .000 1.1175 ACRES AREA = 48679.951 SQUARE FEET, JEPFERSON COUNTY DEPT. 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'V ,s-.o~;-;::::;J";~~"'::-,-,_;;;_.- . .L.OT.''=> ~.... ., .' / '-" "'~, '., '''-.i _-'-'''''''ca" ...e__~. .J. "', '-::--"", .' tie' I'I"<---_'!:!; J ~';.'~. . "'. "55;JC/~ ~~..), I,f-&''''</ /~I' 8 ,<jof' p,~~~~)1 ~"'I ,,~f' .. ,'~I 'i,' ,l' f ,,&. APP20VAL.S: ... \ : . "f"/ ~ /' ~I~' ~ ,,/ ~v ' .;..4PJOeove-o ;vlr~.e.-e:.'..,:>er;:rn:;Jco""'~/"..#lVC~""'/""'" . t.' E'........ ..' I '. 1'" rNHs.o-..~r~r.e~~u/,Qe/l-f'4'Nnsl.7..,:'7H'e . . , ."" ......~....._..J..... " 'Q . I". V\.~ .,/~'-=-,Fe"..s.c"""'cCUN'rY~"VHL:NV":.s/oN'aea-:.:M.~~.~, . 0':"' / /46G.Jl'~" _~~ " '.;.:~ ..... . ~,r-,..... ....... '~,~p~ -:::'~$€~-.,;n::~.. .st ' gO/9.~..c""/'"1~,_"j,.../~~ _. )..., :-..::>~,___...tL.. -'-' ~-- ~' ~-iJ~"'N/.vGo&W"""r...;:If~...-~~~ ~..a:rr.~~~.'"~"'~~~ ~.!..tl ~_~_ ~~~ . " ..',~ _ ~ ~~~irl!a~B~/c~e.c:4>""'iP-;' . '{1 " ,',' ~ . ~ I,.... lJ.ADeO....~OO,...Ti'-I'E.....E........c::E""esO ' WrY ..e .',4/.... v., ',' .." .f'1~P/ . \I ,J ....~~ ~~....,.'SS'IOtVE'IC?ST.1-/'S~,...OF"~,~ ,.",..~.,,_,CJ/II'.. .' ,,I ,r./ __ ,.......= ,~...,:~ , ~--~. . ".' ..... .to-/ ~"~'1l..0~OO""'J{I'''tI!!S , n_ " " '" ~"4,"IO'/~~ ....I ~.l/ ---! ~~-::~ I~.(h, /'.)/?~.tI ,~__ /~. ,. .. ," ~7 ;: ;::.";"'.::=~... ~~g:/6~ LEGENO -o.~. ~~. '-IZOl ~p :OCT. ,. ! ! ....,rre:-sr.. &~~t4J.,Afs~'Xf~'7&> O~ ~^,r"" .. L.E'GAL. OEsce/ PT/O.l/S &d$"S' __ ",;~~,,,,,,,, _ -"<Ar "'" ,}..!.:-,.(? ~;.v ;:i~~1..'~:r';-#~$~%~~&~:;:'~~~S;: ~ZY"C".eAAIC__,~V./ , ) ~.~ ~THIO HETOI'''HCNORTH~fCCTor ~ Nt: l\Cll"THC.5CALG'/" "'/00' ;o~~: ;;:;'~~-:::::':e~:~:;;Z:;~; IS ,~~ Of'. ,....:. ~t...CI"~, ~, lW'R OU,..... RNG. iL W., W,M, .e~CO,1.of.w~Noe&J. -"~~"THc' W[~,. !oO~'n 'or"nu: C,,-:.T r..o l'"UT CI' ~o Ne:VtOf" ~ ~fJE.[%jf::!r~;~~ff!J' 1h?"P;~::fitP:!::o . -nc '!lol::,r. OI/':Ti1'II Nt: r. .ot' ~~ 410", TWP, ZI.ot..l.,RNG, .2.W" 'H.M. ss,,;.u:;ot:' o....s""\....~'" sY"sr=ifrl',S6ra4CK ,eiE~/~tI:-- ~""...e;~*,~Nr -8'" "'_6 ..5'r:X/r..... ~oo; .--eE"r AND ""'e"..vr..:"Jo: r......~ ~.Jsr600o.-ere:-roP'r-~.~OU"TW Z.!!IOOt::) ,*GCWr.-_u.!"."o /(;:l€.1:l}1;g-c~1:/P./CATE: ~~~,;~;rv:~~;;:;Z' .s-:-.t.~ ~t:~% ~N"" M,I!r~ ;;"'e~~4::- ~~.0-~ ;;e:::;!~7:v~'=lJ,J5:-::;c,eed"" fF2::!/;.f~~i~~~~~~~~:;-;",~'~.z~~D ~ffr~~W.9~1-~4J%~Jz~;~1~~~ ...'~:~%':;:'==, ~::;r~:-~:....:.c::-::;~~~::.;~.1..~'~~ "a::w. ~..;.:.r ~~ 7ffff~;.u/0; UP IV ANO I,vCLV"?//.,!$ s.-r;'l?/rA"4""''r.''I-:.t~. ~~r.;./CNo!.ar,'t"'W:" C\-V'S/TE /1 /7~ / ~~"'~::r,.:;~~~~~.5/~EU~Ii"~~.r.~:t~~~Go'o' c-..:z;la'~ccv 7. . k_~"..,' ~~$"~.cs,,,,,,,,v&J .::i.-""V.:;s~/.vO/Y/ov"",~~~. "..7eFFeq~'O,tt,/'~7.' p'r.c.i7..J5"'L?e~ ;-4' Lo.!"$" cee-ArlO NE.cS/N' ,~""'''''i.c-NtC)r ~e '~.Rr"""'lRe ~~~-?"~ -: AI\'O U,7"/"~/ TY eJ5',!,-'..v~"",T,5 evv~'Z~Q /N"IIV~.1. ;(,.JNNE"c JI'lTHIN A Po!f"!C,/Or.J OP . .~ _~rc... roo.'...... ""n~ /Vor..f POL!T/ON 0"::- ,.-,.V~~ ~iG"~u~s~.';/rN'~r~~"-/t./~ t::tt:"AP/N.4L THe ...N.!';&",r~c i'.//VT""- .e~I_I.',1 5YSreA4: ~ PLJr. ~~~~^ia1 ;:'~~;:;~l':~C~-:r-% t!9,JY..-v"G.es \!"liSl:.1 ~r...r.,AtB.e AVO/TOeS ce-eTIF"IC4m svev.€yoe:s CE2T/F"/C.4TE ,q":.~f?_ 'P5.'!!f.~rgL::""/"~f!#~c-:it;t~." ..-y:- r He.cel!/~ Ce-erl"'~ 7'H.-Ir THIS .sho.cr P~"'r ~~~~-*,~Z~~$-~~~~!li.~';;f z{"2ff;!f:?f!i.f}}$rt:;~~~tt~~~~N .€'~O"'&II!"4'-'V ,...._"'.l,(/,.\-'.ai~DF~or,.q:,..,T.'!'.i ~;.t.;~o ."3TAtC'ers AND :.,..'OVl.'A-....t.wrs ..,,r.-.e-. '''''''!I6i$~. L"~.c\GI">""," 'o/HoI:'#OQsav ,Pt....ICd',.? Q.V THE 6.coVNO /N CeJA-,p.: lANCe COVNrY .4,",O/~l?O w,rH rH~,ttr""p~'.SON Ct:X/Nr.,.. r..d.'dOIVI.5/01. ',:;'.. 7'.J~......;",,~~ . ~O"'VA"C. (1,//:' ~~,L.~ ../,""';"~.5eJtV~A/-"I">>mAl ~,..,-~~ ~~'"l"'-:.';'iWJ;' t=i:TerNG";.~ ii/- ~2 IM_".:;1O' REV. 2/ MI1R,- '84- ~ zoe.~ '. ~~~t1!J~!~~.f.!.~~~i1!'~~~~t~_IJ([.~0m\\\!l..,I' .!iffl ""\P..~:.~.,\!;;t ,1\ ~ ~ 'I ~ 'I ~ R r' ~ r . .. tt F'AGE 1 TRAVERSE 'SUNROCKMHP" 10/17/84 DISK NO.3. MISC. JOBS. SURVEYS. PLATS ALLOVER THE COUNTY JOB ~, DISK NO. 3 PROJ. ENGR.I PROF. BLABAWAYUTTERBUCK PREPARED BYI B.LAURIE SUNROCKMHP Fr-onl 1 <10000.10000 ) Tco 1 (10000.10000) DISTANCE CRS FFWM TO FEET DIr~ECTION NORTHING EASTING 1 * 2 672.900 S 1 05 38 E 9327.223 2 * 2 3 679.980 N 89 32 00 E 9332.761 3 * 3 4 673.840 N 1 04 45 W 10006.481 4 * 4 5 680.140 S 89 27 14 W 9999.999 PERIMETER = 2706.860 ( 1 IN 7292,19 ) CLOSURE ERROR = .004 AT N 70 54 26.5 W JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE. PORT TOWNSEND. WA. 98368 P~IONE: 206-385--3505 1000e.ooo 1 0000 '000 4,.. . . A 5'000 " 30.000 -* 58'000 * 121 '070 . . . .. . . . >I< 1 20. 509 1 1 . 657 2 101 20'509 9.988. 362 . . . . . . . . 1 . . . . A 84 '000 t. 29 '000 * 2'000 * 65'000 . . . . . . . . .. 6 . 248 64 '698 3 10 1 26' 757 1,00;3'06 1 . . . . . . . . . . . . ~., .~" _..,--, ."~-,,,", ..... i f-...... I ~ .~ ~~ ~ ~~ ~" ~ . ,~ - ~... t .. ~'i;..fIT ,,~ , ,----. ~ ..~ ,~' -11.!ii ./}' ,'".H".,',_. ~'"i\ r I..: t'JIII._'~"'" '.-(r:.: --.~ . t~" ' . ,.". '. ,. l'i: " ,'" -I ~ ~"'j'"" j pi' '., ~>':' '1. .. ' , .:~ iI' .,<-Y I' "f~~" ~,': . I -, .J ( " 6.J II HI!:/C.Lt3:. ~ c.oLer-.~TI..s. I TRAVERSE 'SUNROCSP' 111 1. 3/84 DISK NO.3. MISC. JOBS. SURVEYS, PLATS ALL UVER THE COUNTY PAGE 1 JOB I DISK NO.3 PROJ. ENGR.: PROF. BLABAWAYUTTERBUCK PREPARED BY: B.LAURIE -------------------------------------------------------------------------------- SUNROCSP Froll. 1 (10000.10000) To 1 (10000,1 0000) DISTANCE CRS FROM TO FEET DIRECTION NORTHING ======================================================================:========== 1 * 2 121.070 N 5 30 5B W 101.20.509 9988.362 2 * 2 3 65.000 A 90 00 00 L 1.0126.758 10053.061 3 * 3 4 65.000 A 67 02 57 R 10183.899 1.00:12.079 4 * 4 5 375.200 A 90 00 00 L 10362.738 1.0351.914 5 * 5 6 385.000 A 90 00 00 L 10024.288 10535,425 6 * 6 7 385.000 A 25 25 11 R 1.0408.743 10514.959 7 * 7 8 1.42.360 A 90 00 00 L 1.0416.311 10657.118 8 * 8 9 41.0.990 S 1 04 45 E 10005.394 1.0664.858 9 * 9 1.0 664.920 S 89 32 00 W 9999.978 9999.960 PERIMETER = 2614.540 ( 1 IN 57590 ) CLOSURE ERROR ~ C~45 AT N 6J. 28~~-"~;-E) -----------------------------.--------------------------------------------------- ~EFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE.. P(')I":T TC.1WNSEND.. I,..Jt',. 983<!.8 PHONE: 206-385-3~;05 \ b:, ;<75 TRAVERSE 'SUNROCSP' F'AGE 1 11/1.3/84 DISK NO. 3. MISC. JOBS, SURVEYS, PLATS ALLOVER THE COUNTY JOB' DISK NO. 3 PROJ. ENOR.: PROF. BLABAWAYUTTERBUCK PREPARED BY: I.LAURIE ---------------------.----------------------------------------------------------- SUNROCSP Fronl 1 (10000,10000) To 1 (10000,10000) DISTANCE CRS FROM TO FEET D I RECTI ON NORTHING -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- * 1 2 121.070 N 5 30 58 W 10120.509 9988.362 :.:! * 2 3 65.000 A 90 00 00 L 10126.758 10053.061 3 * 3 4 -65.000 A 67 03 00 R 10183.899 10022.080 4 * 4 5 375.200 A 90 00 00 L 10362.7:34 10351.918 ,J * ~ 6 385.000 A '?O 00 00 L 10024.281 10535.424 OJ 6 * 6 7 385.000 A 25 25 11 R 10408.737 10514.963 7 * 7 8 142.360 A 90 00 00 L 10416.302 10657.122 8 * 8 9 410.990 S 1 04 45 E 10005.385 10664.B62 9 * 9 10 664.920 S 89 32 00 W 9999.970 9999.964 PERIMETER = 2614.540 ( 1 IN 55730 ) CLOSURE ERROR. .047 AT N 49 30 21.5 E -----------------------------------------------------------------------..-------- JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE, PORT TOWNSEND, WA. 98368 PItONE: 206-385-3505 CAc..e.. 6 (1J,o~r:-e? cJrtI ;:5/Zc,s_ TRAVERSE 'SUNROCSP' PAGE 1 11/l3/84 DISK NO.3, MISC. JOBS, SURVEYS, PLATS ALL OVER THE COUNTY JOB. DISK NO. 3 PROJ. ENGR.: PROF. BLABAWAYUTTERBUCK PREPARED BY: a.LAURIE -------------------------------------------------------------------------------- SUNROCSP Frolll 1 (10000,10000) To 1 (10000,10000) DISTANCE CRS F'ROM TO FEET DIRECTION NORTHING EIiSTING -------------------------------------------------------------------------------- ---------------------------------------------------------.------------------------ 1 * 2 121.070 N 5 30 58 W lO120.509 9988.362 2 * 2 3 65.000 A 90 00 00 L 10126.758 10053.061 3 * 3 4 65.000 A 67 02 57 R 10J.83.899 10022.079 4 >:< 4 5 375.200 Ii 90 00 00 L J. 0362.7:58 10351.914 5 * 5 6 385.000 A 90 00 00 L 10024.288 10ei35 t 425 6 * 6 7 385.000 1\ 25 24 13 F: t0408.738 10514.851 7 * 7 8 J.42.360 A 90 00 00 l_ 10416.345 10657.007 8 * 8 9 410.990 S 1 04 45 E 10005.428 10664.748 9 * 9 lO 664.920 S 89 32 00 W 10000.013 9999.850 PERIMETER = 2614.540 CLOSURE ERROR. .15t I\T S 85 13 52.3 E :-~ _ :~- ::'i.:~~ -~- -- _ _ .'__ _ _ _ _ _.. _ __ __ ___ _ __.. .'_m.. _ _. ,_ _ __' _.... _ _...__ _ _ '. __ _ _... _ ___ ____ _ ____ ____ JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE. PORT TOWNSEND. WIi. 98368 'HONE: 206-38~-3'505 . . Pro posal - 9 / Item With Unit Price Item Approx. Bid (Unit, Prices To Unit Total No. Quantity Be Written In Words) Price Am:l unt 3. ;;;01 c. Y. Ballast @ /'79v B~ $ 13~ $ /1,136 . Acct. No. 55603-00 per cubic yard 4. y1'c.Y. Crushed Surfacing Top 17; Course @ /::>00 $ l:f~- $ 857S per cubic yard Acct. No. 55603-00 5. 686' Tons Asphalt Concrete ,}&7 Pavement, Class B @ 4-:>, 00 $ 40~ $ 2.7/3"> per ton Acct'. No. 55605-00 6. 38,850 S.F. Hydroseed;lng for Erosion Control @ -o.t. $ _'0 $ 1')1-l, ..0 per square foot Acct. No. 57403-00 7. 907 Tons Ditch Rip-rap @ 20.00 $ zo. t:-c" $ /8, ,,"'0 per ton Acct. No. 56203-00 TOTAL SCHEDULE E $ a.~, 01>>...7.., ~ . . ,/ Item No, Appro". Quantity Item With Unit Price Bid (Unit Prices To Be Written 'In Words) Unit Price TOTAL SCHEDULE C $ SCHEDULE D - BALLASTING & PAVING 1. 1 L.S. . Sub grade Preparation @ lump sum Accto No. 55603-00 2. 2.881 C.Y. Ballast @ per cubic yard Acct. No, 55603-00 ." . 3. 1,092 C.Y. Crushed Surfacing Top Cou rse @ $ per cubic yard Acct. No. 55603-00 4. 12.000 S.Y. Asphalt Concrete Pavement. ,Class B @. per square yard Acct. No. 55605-00 TOTAL SCHEDULE D $ !, SCHED.ULE .. E ,.... TEAL . LAKE . ROAD IMPROVEMENTS .. , Pro pasal - 8 Total Amo un t $ $ $ $ ;,"'J,',.,/. 1. 9,295 C.Y. Common Excavation @ Zo_n ~)dc. $ liJ,?~() .:..-" per cubic yard A~(!t:. No. 55601-00 2. 1,037 C. Y. Embankment Compaction @ , :w~ $ ".et'o $ 5'117.'50 per cubic yard Acct. No. 55601-00 Ht.lf.O fl.M.C.t:", ~A 'L_. /- ., 5-='('(3.....:- r-=ifl- ; -In tL=UJ--tonlC -IJJ..~_ "'NO ---3 fl,olt;CiE: r A/, <~>< I II . 'iL...L., .-- I . i 'CD' CAPPED CROSS so. THRUST ULOCK - TAbL: Hin. SeoSrlng Arc,) ;'!JiJjn~t 1I1llJ i ~t,.uLt;J Sc..i I Pipe 5quoJre f'c~t Size Alf'!) 'If'.') elf'!) OUt:: EU~'!) , 4" J I I I 6" 4 4 2 , lI.in., 8" 7 6 4 2 , 10" II 10 6 ) < 12" 16 '4 3 5 9 14" 22 13 12 6 " 160 23 25 16 a I'~ 18" )6 31 20 10 5 ;'0 20" 45 33 24 IJ 6 :?Io 22" 54 47 2~ " 8 29 24" 64 56 35 IB 9 )5 26" 87 76 48 24 " '" 30" 101 87 55 '" 14 5S )6" '45 125 78 40 20 7" 42" 197 17/ 107 55 '7 107 48" 257 223 fI.a 71 )6 jI,o HateSI I. 8C4~lng o1re.1 of eonl;;rctc thr..st-t.loO:I. t;;.~eJ on 200 r'" pressure .uuJ !..lf~ !.ci I t.".,riful I'hltl of 2,000 pounJs ,.r 'qu.lt\..' ft.Ol. 2. Ar.., ~ut be oldJl.l'II:d for 00..-( pil"l '.j...:~, pressures alld so/I cOl\tJl I l'I"r.. ). Concrete bl..c1d"g '''.111 ll~ ''':01 In r,I.."" ..oJ h.va " mlnl"IUIll of 1/4 '~u~ru (u...t Le..fir"1 IV.all'll' the fI tt Ing. 4. 1I0e_ sholll be.,. ;,g:dn..' flltifl?~ n.lIy "od ~h.11 be c:loJ.r of Joints '0 fH.;r",it (.".ill!) hi1 or dhlft"n~ling of Joint. S, Contr,)c~or 1ioholll Inst..II bloc~.II\'J ".l~'''I.l.lto: towith~t..nd full'UI pr.....~Ujl;.'I\ ....11 .1', to contlnllololsly "llhU.lo,J V,l\,,...tilln j,r<!.~.j(<: undii:r ..II condltiC\ns of .~rldc~. BEND -II \ .....J " I.., \ 'j' / . \,./ '1' 1'1, []J]"i'.-'[ 11[-, . _L...'.."~-0.~ 1.1, '.. '" tc...,-o-.,\ "..., I, J \X L~.: TEE r--'-j.-tl-~ IL..___ _lj~...:....:...,IB CAP 1; _c I' /--., , / ~--rr'](~r u. U. </~ '\",,> 45. B Erl D y;J'.. _D r ;r:, ],,_tt// r-- r.... D__._. -L,f':) 22 1/2 I) 8 END E ()~! [...~.[[..1;~!2J CO i'J eRE T E 8 L 0 C KIN G 11'/" 0 ;END WATER G E I'J E R .~, L NOT TO SCAL[ STANDARD .j .' ',i.i L:..IL.j..;.-l.....IJ.. -u-.. i c'- . tiJ _ LI TEE el.l/ie I'LMo,'.iE Cfl :>lol:'l.:,(R SI.!i..;>I;>t:_""" ~1~1~t?J q~ill-C CROSS " 'afITm=~ r.'fl ll2Jx GATE. VALVE DETAIL Proposal - 10 BID SUMMARY Bidder shall fill in appropriate total bid for each schedule: Total Bid. Amount Schedule A $ Schedule B $ Schedule C Schedule D $ Schedule E $ Bidder SHALL NOT include sales tax in bid items. The Owner will pay the Contractor applicable State of Washington sales tax. The above unit prices shall include all labor, materials, equipment, shoring, removal, overhead, profit, insurance, etc., to cover the finished work of the several kinds called for. The bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days after the scheduled closing time for receiving bids. Upon receipt of written notice of acceptance of this bid, the bidder will execute the formal contract attached within ten (10) days and deliver a surety bond or bonds as required by the general requirements. The sttached bid security in the sum of Dollars ($ [Five percent (5%) of the Total Bid Price] is to be forfeited to the Owner in case this proposal is accepted by the Owner and the undersigned shall fail or refuse to execute the contract and furnish the performance bond required by the specifications. all within the time limit named therein and in accordance with the provisions of this proposal and the plans and specifications, which are a part hereof. The bidder acknowledges receipt of the following addenda to the plans andl or specifications: Addendum ~ Date of Receipt of Addendum Signod Acknowled gemont Item No. Approx. Quantity Item With Unit Price Bid (Unit Prices To Be Written .In Words) SCHEDULE D - BALLASTING & PAVING 1. 1 L.S. Sub grade Preparation @ lump sum Acct. No. 55603-00 2. 2,881 c.y, Ballast @ per cubic yard Acct. No. 55603-00 3. 1,092 C.Y. Crushed Surfacing Top Course @ Acct, No. 55603-00 4. 12,000 S.Y. Acct. No. 55605-00 per cubic yard Asphalt Concrete Pavement, Class B @ per square yard 1. 9,295 C.Y. SCHEDULE E - TEAL LAKE ROAD IMPROVEMENTS Common Excavation @ Ac~t No, S5601-00 2. 1,037 C.Y. Acct. No. 55601-00 per cubic yard Embankment Compaction @ per cubic yard Unit Price TOTAL SCHEDULE C $ TOTAL SCHEDULE D Proposal - 8 Total Amo un t $ $ $ Item With Unit Price Item Approx, Bid (Un1 t Prices. To Unit No. Quantity Be Written In Words) Price 10. 1 Each Sewer Cleanout, 8" Diameter @ $ per each Acct. No. 55401-05 11. 1 Each Drop Connection, 6" Diameter @ $ per each Acct. No. 55401-05 12. 1 Each Drop Connection, 8" Diameter @ $ per each Acct. No. 55401-05 13. 1 Each Connect 8" Diameter Pipe to Existing Manhole @ $ per each Acct. No. 55401-02 14. 7,380 L.F. Bedding, Class F, @ . per lineal foot Acct. No. 55401-00 Proposal - 4 Total Amoun t $ $ $ r ,... ~ Maybe 110 Explanation: Propane gas 8ill be avallD.b1.8 on .ite for sa1.8. The fUling of lndiv1<iual gtllIut t.uIks will produce potential. hazard. The tlnstallation of t.h.. st.orage' tanIc and. pumping faoUity wUl be 1'elllOvod from c....psites and bu1ld.1n1 ancl installed acoording to. all 8afety factors and regtjl.ations. 11. Population. I-/ill the'proposal alter the locatlon. ' distribution. density. or growth rate of the human population of an area? ~ Explanation: . There will be a temporary population increase in terms of our ovem1gbt gtllI8tS. We will have 135 sitos and axpect about an average annual rate of o,coupancy of 40.'. The avarage persons per site according to industry figures.is about 3 persons per sito. 12. Housing. Ulll the proposal affect existing ~1usin9. or create a demand for additional housing? -2L-- Explanation: No 13. Transportation/Circulation. lHll the proposal result in: (a) ,Gener~tion of additional vehicular movemefit? x -: (b) fffects on existing oarking facilities,. or demand for new parking? . . ...L- (c) Impait upon existing transportation systems? ~ ~ (d) Alterations to present patterns of circulation or movement of people and/or qoods? ...L- (e) Alterations to waterborne. rail or air traffic? ...L- (f). Increase in traffic hazards to motor vehicles. bicyclists or pedestrians? ...L- increase in the 14. Note letter trom State DeoarttrlBl .....s and a ....88 t. d pI as a as na . upon. or result'in a need for n~w or altered qoverrunental services in any of the following areas: '. (a) Fi re protection? (b) Police protection? (c) Schools?' (d) '" Parks or other (e) Baintenance of 'roads? (f) Other governmental services? x -L- --- ...L recreational fa. public facilitie' . Lies? including --L- --L- Explanation: (b.t IllS are be . de ~1th. Jeff8rBOn Count En ineor to in.ure aU;;1luato removal 0 0 ute matur a. naga""'n . 8S goo a CO uct" that sllolW1 I1IJ.nlmlz.. neod for unusual. polic.. protoction. (11). So"", neod for public fire protection will be created by.the developnont, howevor l~ waERer~~ftU:lll1"~ ~lJ!lI1- ~egll~t.a~lJlach sorvice building will be providl . ana"most'J&' riRs carry fin> fx:t.1IUui.hors , (a) Use of substantIal al'lOunts 0 fuel-or energy? _ _ (b) Oemand upon existing sources 'of enerny, or require the development of new sources of energy? Explanation: No So... additional us.. of gas ...y 1'Osult. if t.h.o devolopment attract::>: additicnal c:unpol'lll t.o th.. area. This should not bo ltxt"nsivu since ...ny or t.he vehiclots am colll1ng te the area without adequate fac1l1tia. to accomodat.e bho~. . Gf~YOL' ('i ~:~ ~ l1aybe No (b) (c) Red4ction of the nwnbers of any unique. rare or cndanoered speci~~ of flora? Intrlld'uction o'f ne~' spec1es of ,flora into an area,'or'in'll barrier to the normal replen- Ishment'o" existin9 species? Reduction in acreaQe of any a~ricultural ,:' crop? '. .lL- -1L. (d) Explanation: No. Exioting tree cover will remain with minimWII ch.angct. Project ,h.as been desigll8d. to opec11"icaUy avoid cutting or treeo or shrubs. 5,' Filuna. lJi 11 the' propos a 1 result in: (a) ChanGes in the dive~sity of species. or num- bers of any species of fauna (bi rds. land , ,~nlmals including reptiles. fish and shellf1s~. benthit organisms. insects or microfauna)? _____ ....L- (D) Reduction of the numbers of any unique. rare or e~dan~ered species of. fauna? ' ....L- (c) Introduction of new ~~ecies of fauna into an area; or result in a arrier to the miQration or movement of fauna? -1L (d) Deterioration to existin!l fish or ~/i1dlife habitat? -L Ex'planation: '., . "fell deer move'through the area, but their JIIOve....nt w1ll not bu restricted f:lr tho I'lOst part. The fish habitat (Big Quilcer\8 R:l.ver) wUl. not. be affected by the devel.<>pnont.. .but increased fishing will af.rec.t thA ~~nH~of fish ava1l.ab1.8. The .increasa use of the l"iV8r ~b8 :1i1I1uce<rby thio G:"vei.Poisc~ . Hill the proposal increa$e existinQ oQise , 'levl!ls? ..lL- ____ J.xplanation: Possibly through the mere increase in activity. e will maintain a carofulJ.,y supervised set of "Ruleo for Campers" to avoid I1llll8cctssar,y noise 1.8vels. 1Ihere will be no apprecisblo change in the ambient noise 4uslity duo to m.e nat~J, b~l!if'!i;, a....~t:m ~i\laF~rft!li880. Use of ~~to~Y(qIWt aa':!dAGYa~t CR1hWtlitl p~'op"slf prODuce new, , 'iTqht or glare? , ' ,,-4-._____ _'_ Explanation: Yes.. .AJJ...!!.!;reet and trail lights will be deoigned to eliminat... ~ The natural buffer around the campsites W1.u. re<luce glare that would llffoct al\Y residence in tho area. Lighting or the highway entrance ancl sigll will add to the light used in the are~. . 8. l;r.d Use. Ilill the proposal result in the a ter- ~tl~n of ~he pre~ent or planned land use of an ~lc~7 ~ bpla':""'l.II; NO 9. ~Iatural Resources. Bill the prO;l,'~al rl;~Jlt in: (a) Increase in the rate of use cf any natural resources? (b) Dl!pletlon of any nonrenewable natural resource? -L -lL Explaniltlnn: The proposal may increase H.V. movement therefore the use of qasQline. 10. Risk of Up.set. Does the proposal Involve a rtsk of .1n explosion or the release of hazardous sub- stances (including. but not limited to. oil, I'estlcldes. chemicals or' raclia~lon) In the event of an accident or upset conditIons? ~.\- iivOL il' 6 i.A~~575 --X- ~ t .. '1'" . .. , I F,-,-:-- . .. . '.. ." ..' ,: . . I . "I; !oJ { 'l I .' l ~ " ':r;: ~~'~-~- ',>: ~'.~ v. ..........1. re "~l8R '''':'1: 'f I~~"" :: ~ :: ,;' 'J!t . 82 666!1 61 e.o , . , \I - .....---.. 67 ~I~. GO 4') -'/ <:'--,.::'- 1~~124 1~5,( 68 el.. !Ie!59 ,/1 l~" :.;< " I,..': TT7 (l":)~ ~ 123 126 ,~ ,If'7 Ji!.f. 47 -'-'. ',,,_' r~ l-Il 15 ~ 122 127 ~ 1$9 I 5e &"~ , J / ", - ~ ., '28 \~ " (to..~ ....'" < i.... 0)1' ~ :: :: ~~(f;f\01 '1 ~"" ':0 .. I\V ' .'\. .:1 .. I~ ~,~ OS ~.. \, ~::;",::,_:-'::,,, Jl I ~~~ I', 105 162 ~~ 15'''..2 '\: G"\~\ I. ..- ' if-----, ~ '" ,,. I."~ 1" 1 J: 1 "" -.. ,'W 1"1, .......~ .... ~ 'l' ,lJ!!lA.'O '" os, '" g~II" ~~ (,'\. " \':,\': [,;::,,::. !j~~~ti"I':~I~:: ,,/f,,:'~' '~~"I~l~ -0> \\1':' ,:',~ "i-- ~~ ..' :,' .' .............~~ ~/yl '" "':-) ,.~c I.~'SO~~~ ~ ~.t':'1':~ :.. .I:j .......... ~ '00 '00 10' ~ ~ ,.. ~ F;:;-f---'--;\:t:F,,~,~ 28 ,I-- ~ _. ~ ,,1' ~\~ :. 1>.1 . ....~oo 100 ,,~' ''VI'~'' '69 ~I~~'~ " ~~ ~ -;- ~ ,. 'T ",--="- I; '. '0 ,.;," ~ ,< ,., "0 I ~~ '" \-'~\ 28 {~ ~ -'--';;- \ "I "~ ----;;- >i.t~ I .41 ~ " 173 171 I 190 205 \\ 218 22~~ 29 11 ~'tt}~ 24 36 \~ I'::>; 1/\.__ <~;.,.:. .'..... . i' ~. t~. 1m ~":".:- '''~ -;;'. .. -.:!~ : '0 t~J,,;' 7 ~ ~ \.ii W"fa ~.~r;:~-~. f-;'://!i:ft.~ Of. ",~,,,, '" ,~ '" ,~~ ': ~. '..'~ 20.'~~.~~"";",..,~ LL. . ....'.'. 10.. .-, ~ -I ,f 178 183 .." 167 208 i 215 II - 19,' .,' ,47 l:zi _ -.8 ~ 23 30 I 047 ~ 177 If 21" 23" ",40.. .4' ,;>, .. '1' 22 -::-\:----::.: '" 184 186 209 'I 232 10"""-" ~ :.>" , 41 1\ '-:., "::,\:,'.'; >,~ :'(.::,"- 1,--11"1.) ~~ '1 ~'..6"1 ~ 185 I. 213 I 16 IS ~2", 441,\"'" ;{/ 1((. ~.e'" ~"-: ~;~~~ ~.:=-I :' r =:=:~ I. 30 ,22 ~:- ~ t8 _~ 42 --,;-;-c~~....:....- 8-'-""""'-"""" _/~ ~ ~~ ~ " l~ ~S2 " ~ l" .. ~ r-;, ~f-T- " ~ TZ ~ --.,-J~ ~ - ~ F="- ".] ...... "'4 ~ _~" 37'( 7r-:-:- '16Zltll~::! 73 ~ 98 ~~ 10 ~ ,,24 ;;'._'_, -:-........." - ~ ~ 06 l)6 ~'t~~ ~ . 2: ~ 14 ~f-::- ;,:,,>:,:\; ':,.' ! "at '7 ~~\ 4' -,:::-~M/57R;;\V.,~ 7iJ~~~~ I ~~ ~ :.i..' ..... ... .. ~ -....:::::::.:- 1 " ~F '-=- ....."., --'!!', i-- I: il,:: .......,.~~ ..; ~.... 41 ~_::;O r1L~ --'::::--?-/" 00" "T'\Jf(~ 1-:' r.:' :: i'~ :"',',,...y '. 47 - 40... 27 I~ ~ 1004 ~ 041 4' ~ ,:, 5' 'it"",J:: -." 41- !9 .- l I ............... 81 \1~ ',' '. ..... OJ ., -; ~ f-..... ~ .. ,,. " \ I .. I- I { "1 ::::::---..... \::: 1--;0- ~., 42 ~ . . . ;>{'{ " 00 7li~~!;,: ~$f.~" : ~,~~/~,: ,~~ I '::' ~ :t0~~ ,: : ~. . ......... ;;')'i ~ ~I 11 -~~~' " -c--Il ft , ., ,. ~ 24 2I~,..--., ,,'r(" so \' so. 11' f> fO'~ "~}~,..,--." ~ , , ....'-J ~ ",----,- I" i.'... '-,,=- .. 14 ( --~f '0 tjjl~ "~\> ~ ~ \ ,. :., .. ~ .. '" " , t'I l'--..-~~f-,.J~[4i~ 28 7 -!-. ~f':"")" < ............. ~ " ,,~ 'I ~....~= ~l" ---' ~~ l'U. " I. ~,.. " ~ ~~ /" ~ ff.=i'... "'-v ~:: ~ ~ ~ ~ 0'0 -"......, .m... 'f I:>'~~" " ~?--;;- ~ OJ 100 ~,~.~ 1--;, r-~ ~ \::::) I: .:.' Ii' I ~'L" _~ I' ~j~ _" ~~.." _~ ~-;;- ~/__'_ ~\ t.:'" ~ ) C" ao \ flt -.~. - 1004 ~ .lfl ~7 fl .' ;, I.... ~ ~ '::::-::rtBJ:~ 00 " ..~ ' I~ ~~::: l ~-+ $ 'i- ~". ~ ---~('.. Ii ..: '.'1 · ':..< ...~ ~ ., ~ 1'-;-1 ",\ ~ r '0 ~lf.l.O J Hi :' ::~...~, ' . '. TI ')2lJ8j.~ ~~ _ ~ :~h~ Ii 1< > " !~.;~". "ijf\:I-ij~~'):fi- r L, , ~~~ ~ , \ ~ I ~'" "" ~._ 7~ 7 f(~RW ... :&... ? .. ~ ~I ~f' ,i' n ,." ; >;~~ -~'.' ." 'll~~'" , ~\I/ / PORT LUDLOW # i~- -. '"II MA' II A ,OINIIAl !lIUI1U1ION NOI O'AWN TO ICAL'. ~ ;;:'~ I',,,f /h @ '<'F;~'~~~:':;:'~:~;~:;'::~~~Y/-/~' ,~, ", '. '!t' J' ..... . . ..';...:: '.".' ".: :.- ; .' , " .. , , .' '.' . . " . :. . " . ". . : '1'., '. I. .\ . . . :~I " . -_._-_.... . .,:\,~, '>',,~j; ,;,'j.i ,.'.:~:,.;0.":\~j;.:,i,~~,,t~~1i!di..t~{~ki\:<~~;.,~ i(I~&;,':WI;~~~:'1!~hRi;:,~1J'Q.\!'I1~!Itft'i1MfJ;~.:':i'd. ..I~~>' ;U,__ ,:"-, , .'C,:\',-" ,', "le, 'Ie ' , . ''>.', ":1'" ,";, .'i :':f?," '.. :~:::i/ <' '-",':;:':,:';;Y;i; i" ",,-:;:;., ,: ':\, ~' , ::(;,\~,.,,~:,:, >~\-'" ',' X:;_~~,:;,::t;' . I" '~, ,t':':','..,"\>,.,.,... . - '->;', i' i ;.;: j ".~ :',.' " t!,' , ; ,'. ,;:" ": :.;.:: '~" ,'.~, ',',),;-:,' , :!'\'~:';,; ;';'-' ';.:\i:-," ""i"" ;~!/r",::> '~\ ' ~ : <'" , ','i".. ...... ".,':',-,:, r:,,", ,",,' ',"r"" ",':'}:,-",:'" .:,-, ' ',:, .>;':,'; " ":'>::,:/::'\-', "'J ~,',,' ,., ~;. .' ,J jl d~{f:;'h:i'k',,/I n;'j;' w..,. .. .. EVALUATION ^sr.. OL..s,... MltLlat. li"'TER &.rtDee ~'l.t.r 12. I. there any surfaco wat.,. body on or tnthe LnmodL.t. vLcLnLty or 0 tho .t to, LncLudlns y.."""oLnd or ....onol .tr.~ml, DoLt wat....., Lake., ponda. and ".Honda? I'. y.., de.er-lb. the typo DnCI provLdo I' approprLato, at.t.""hat atroomor ,.L.....,. Lt 'LoWfl tntol Port Ludlow Bay .is approximately 400 feet, at its closest point. from the proposed project, o o 13. lUll tho proJoct ,.oqulre any work 0."0",, Ln. or adjacent to tho o 0' o d..crt.b.d ".br. (wLthLn 200 ,..Ul I' y.., d..or-Lb. tho work and attach avanabla plana, The only work rel ated to, Port Ludlow Bay may be rehabilitation of an existing stQrm drainageway on the north side of Ludlow Bay Road in a County right-of- way. , I '4. t.u.at. tho amount 0' flU .nd drodgo mat.,-t.L th.t wouLd b. placed ,orromovod from tho surface wahr. or wetland. .I~ Lndloat. tho .,... of tho at h that wou1.d bo arroct.d. Identtry the sourc. 0' the rLLt mat.rt.l, none b o o 15, ~nl the propos.l ,.aqulr. aurrao. ..t.,. .Lthdr...L.or dl.v.r.l.ona' 0 CI 0 CL,v, . .e"oraL d.aorLpt'Lon .nd I.dentL'y the purpo.. and apprOMI....t. qua"tLtLu, l' known I no 16, Do.. the propoaaL U. .lthLn a 100 y..r 'Lood pLaLn? I' 00, not. 0 0 0 the L oc. Hon on the al t. pLanl no '7, Do.. the propoa.L lnvoLve any dlacharc.. 0' ...ta ...terL.L. to 0 0 0 ,,,'ac. ",ah(".? I' .0, d.lorLb. tha tYPI 0' ",..ta and antLo~p.tad volU'll.o',dLlch"",.1 no o,.OU1d "atar 18. lUll l.iround "".hr b. wLthdr.wn or ,.,LLL .at.... b. dLaohar.ad to 0 Iround ..tar? OLva a 11".,.oL d.acrLptLo" ond Ld,ntL'v the plrpo., and appro.l....ta quantltt.., l, kno""" Development of the project will eventually cause additfonal ground water to be wfth- drawn from Ludlow Utflities Co. wells. Approximately 230 gallons per day of domestic water will be required for each dwelling unit. The source is the Teal Lake well one mile south of the proposed project, o o -4- ., ., :!-'. \'.h.at kLnd IoInd omo....."t of vegototLon would be removad or aLter-ad? Grass and brush from developable portions of the site, :!S. LL.t tlV"euhnod or endangerad spocl.. kno~ to b. on .or noar the at. tal none 36. OncrLbo proposed Landllcaplng, us. 0' natura pLante, or other ma.a......oll to proserva or enhance vasotatLon on tho aLt., L, anyl Open space areas will remain in natural condition. Some areas will be selectively replanted with Oouglas Fir. Homesites, roadways, and entrances will be landscaped consistent with an overall plan to be prepared by a professional landscape architect. AN I WJ.S :!7. Check Dny btr-dll and anlmaLa that have boon ob..rvod on or napr tho CJ aLt. or, ara known to b. on or no.r the aLtol ED St.rdsl 0 hawk 0 heron 0 ..gle Ii!iXeongbLrda 0 othor-L:dont'L'YI ED &L.:&lMIula, Ol>>:foor 0 bo.,.. 0 elk 0 boaver 0 otho,.-l.dantt.'yr o Fl.'H 0 b.:a.. 0 salmon 0 trout 0 hor...Lng 0 IIhoLLfLah o othor-t.danlt.'YI 38. LL.t any throAhned or andangar.d .peel.. to b. on or n..,. the [J . at. t., none 29. I. the .It. part: or . mLSr.tLon rout.? I' ao, 8xpLaLn how. no 30. OoacrLb. propoaad m.....".... to pr..erv. or anh."c. wLLdLL'., L' 0 any. Fifty percent (50%) of the site will remain in' , , natural open space. Stream and drainage corridors will not 'be developed. ENEIlCY AND N^ TUllAI, RESO\.RCES 31. '';h.t' kLncJ. or "'norSy 'L ... oL.otrLc, naturaL S'., aLL, wood ItoV', 0 and loLad ",auLd b. uud to ",.,t tho cOlhpL.hd pt"'oJ.ot'.. .n''''I)' needd O..crLbo "h,ther lot wouLd b. u.ed 'or h..Una, Manuhot.."..- L"I' .t... Electric energy and wood-burning firepfaces will be used for domestic living. 32. '..ouLd the proJ,ct a'hot the pot,nUd,u., 0' loLar .n"'IY by adJ.c.nt' proflortl.., I' .0, .,noraLL.,. d..orLb., the a".ot, no :t3. n:t\,1t kLnd. or Gn.,....,. oonu,..v.tLon ,..t...... .,.. LnoLud.d Ln the pL.n. a' thl, propOltt' Ll,t other propoud """U"'" to reduce or ._t~oL .no~gy L"'P..h, L' ."V' Clustl"r!d site plan to reduce road and utility installations; greater-than-code Insula- tion in structures; solar orientation of dwelling units. -6- EVALlVITION Agre. Olaosr". MLtLSDte [) [) [) [) [) [) [) [) [) ,II' [) [) [) .. [) [) [) [) [) [) :,', ," [) [) [) [) '" [) [) [) [) . . JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT REVIEW CHECKLIST 1. Project Name POR-r L,.ADL-^.., B,oI-~ 0,,,",, !/;"'-"je 2. Project Proponent i?,~ I?~ ~pceS ,Rep. D.4v;o (\'"AJAJ'''NO~ Address IlId r;/-J'R,p AlIe...,,\(., ~t,(jfe 715" ~ ~ ".." sp~.jf' IAJA ' ..l~b1 Phone No. '_' 2-'7'2- -OSI7 3. Date received 4 - ,,- 98 Date Response Due 4. Prelimlnary review completed 5'-:5 - 88 bY 5. Conditions of Approval sent bY 6. Prel1minary desien reviewed bY Final desien approved bY 7. Pre lim. drainaee p 11I1"I'.rev1ew'l!d ' bY Final dra1naee plan approved bY 8. Construction approval: Suberade approved bY Finisll erade approved bY Drainaee approved by Surfacinl! approved bY 9. Final review for a II cond 1 tions e Conditions have been met on bY Conments '/- 2'7- 88 -s.-K . . JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT R~/IEW CHECKLIST 1. Project Name ;/0;:>(' ReSOuRce.s KecR.et'l7-lvJIt-l- i/ekcle. Pt'H>J<. , 2. Project Proponent P"I'P R,..<o""p.r.. '" Address ///0 3~j}.1W1f. ~;I,,- 71f) 1e.....-r/..(! Rep. iJ,.;.,,;o C",,v,,,,"7'I,<hv1 I.:- S -fn-1 t: Phone No. (Zb~ ) 2.92-- osn ('20' ) 2~ -OSI? 3. Date received 7..-/6 -8& Date Response Due 2-/9-88 4. Preliminary review completed 2.-/9-88. by 4<::-. 5. Conditions of Approval sent by 6. Preliminary desien reviewed bY Final deslen approved bY 7. Pre lim, drairnll!e p I an, rev1ewI!d . by Final drainaee plan approved bY 8. Construction approvall Suberade approved bY Finish erade approved bY Dra1naee approved bY Surfaciru! approved by 9. Final review for a II cond i t1ons: Conditions have been met on bY Comnents Re.f, U ...... e p I t<MJ UrJ'J..,;~ ~P.Rn't,'f- I "q-,v A j)"~,I'/-;N 11-) -e ~ ' 'tl,,:'.l ,1i,~ . , ,r ..1.it @~ ),j Q 'I I), _ . ") ",llUt- l, tho steepust: slopa tin UfO otto1 (denHfy tho npp,'oxLmul:o percent or tho slopa: 10% 3. ",hot gcncrul t)'p05 of solls orQ found 011 t:hoslto (loo. .9uno, groll/el, . pout, Or" mucld1 If you l<MolY lho clo,slflcoHoll of ogrt- cullural solls. spcctfy them und noto ony prlmo farmlond: Alderwood gravelly, sandy loam 0 to ('5% ~. Are thoro svrfncQ lndlcnHOI1S 01' ohl91:0'-y of 'ul1sl:oblo 90lLs Ln the l,..nodlnto vlctnt ty1 If 90. dcscrlbo tholll: No . EVALU^T10N Agroo Olsoer-oo foil Hgoto o o o o o o o o o 5, OO5crtbo tlu: rnwposo. .1:110 typo. and oflfJrOHlmol:o (julIllll Ho, of ony 0 0 0 ftl ttllg or. grodLng proposod. I denl:l fy Lho 90UI'CO of tho flU: Minor surface ~radin~ for roads and RV oads 6, Could cro!JLo,. occur o. . rcs!Jll: of ct oarlng. constructlol1. 0 0 0 usa? If '0, ccncrnLLy doser-Lbo lto Yes, minor 7. .\bout ""nt percent or thl! sll:a ~vculcl ba covClrod wlLh l'''purvlous surraces nrll'r construcllon or Lho flroJoot- (l.o. n9phnlt or lJulldlncsJ 1 20% Q OeserLbo fWOI)O!tod maum,.II'Os to roduco or aor,h'ol oroslon or olhor l",lIIch lo lho ourlh. If "nyt Limited clearinsz; maintenance of stenerOUB perimeter buffer ^,R 9. '~hnt tHUIl. or omlSltlons to tho olr. lr nny. ~ould rooult rrom tho propoSlll (l.o. dust. automobllo odOf's, or lndul'Ih'lnl wood olllolto) tlurlng cO"!Jtrucllon nnd Ivlta" tho fwoJool' tll oOfllplnlod? Conornlly l;fC!'scrllJo IInu nt",,, nflflro)C'lmnln 'IUIlI1H HOII, lr ImOl'lnl Emissions Crom construction eQl!.!pment. recrpnti.an.al...-- vehicles, outdoor bnrbeQue pits nnd cnmpflrc9 10. .\ro there any ol'r.slle sources or CI,"l&!fI.'Onll Or otlorll thn~ mny nHect }O\.r 1)I'OI'01"1l7 I r so. Il''''nrnlly doserLbo thOI"1 No 1 I. O.,C:rtlHt flr....,o.ed II'Illn!lUI'ell to rocJuclt or control o",t..Lon" or aU,.,. L..,lnch to the nLr. 1 r IInyt None o o o o 0 0 Bu"'r"e;"'-~ !2e"<?UI=P P.I," ..J . c;. - "!>ue...;.. ..RT;:). o o o o o o o o o . . EVALU^TION "c....oo Otsagreo flit Hgol:o ENVIRON~I1Nr^L JrEI\LTl1 3-1, Aro thero uny cttvlrontl1cnt:ol hooll:h l\Dzords. lnctudlug (l>lposuro 1:0 0 o o l:o)(Lc chemlcuLs. rLslc of fL.-o and Q>cpLosLon. 51'Llt, or Imzurdous ,~uste. t1ml: couLd occur 05 0 rosult or thls pl~olJo!loll If so, doscrlbo tho hl.l;eords: No 35. Doser-Lbo .spoclol emergoncy 501'"\llo05 1:1101:. ftItghl: bo requlrodt EmerRCnCy medical or fire services o o o 36. Desef-Lbo IH"oposerl mcusurO!J to reduce "cullh IHJzords. tr ony: None oOI1I:,.-ol onvlrol1lnonl:ol o o o NOISE 37. l'Jhot typos' of ool50 Q)Clsl: In tho oroo thol: mny offect: your proJeot: Cl.e. trnHle. cqulpmonl:, Dnd operot:.lonsH LOI! truck traffic on ad1acent Dublic roads ODD Ao.! AGD..> t" 'P/Zo pS2:['(~ Nt>tofE. ~t>"'~ ..urrtf c!.CWIH1Z.rZ-c..IAG /.-I,e, l'!hnt: tYIUts nlld Lovels of l1olso wouLd bo crolltod uy or nS9olcnt:od I~lth the proJoct on n shol"t-torm or n long-torm bmlls (loo. con- strucHon. trllrrLc, ond oruB-nHor"1 IndloBle hhnt: hours nolse \\oul d como rrorn tho 9l La I Equipmcn t noise durinR site construction and only during daylight hours ODD NOI,%- ~oO~D W 1'T'lt ~A-t1o,.JAL. ()~ t9~ f>rfe WIJce:,ce;- lJo/'..JrE- (.r.,l(ZUN11-"f , exJ~, 39. Cescrtbo P,.oflosod monsures to reduce or cOIltrol nolUfJ lml,nota, l r o o o (InYI None LN"O M'Il S110~r:L I NI! l!.ir:: '0. '''till L. the CUf'rellt UftO or tho aL to Pllfl ndJrtconl' jll;o",,,-tLnB1 0 0 0 Current \Ise is VAcant. soloctwlv lO81:lllLsllo, 400 Ceot to tho eRst ia II convenience commercial center. No residences within I mile of the alto. H, 11.1. lh. .l to hott" u!lftd ror purlcullurn1 If .0. do.arl"" tho 0 0 0 No .u. O..crltJ. ."r .truoh.-n. on lhl! tilt... ..JIone 0 0 0 . . EVALUATION Agreo Dlsagroo Mi.. tlgnh ~:t. t':llL an)' 5tr~mh..ros ~. dOlllollshod? If aO. ~llUl: 5 L'rue hlros? 0 0 0 No "., t\hut l. tho CllI"rent COmllrQllcll~l....c plnn or comnu.nll"y dovelopmont' 0 0 0 pl,," dO:llgn.ll"lon of the I5llc? Idonttfy tho plun: "Suburbanll in the JEFFERSON COUNTY COMPREHENSIVE PLAN "5, If nppLlcllblo. l\hut la tho currant nhorc L tno muster p"Ogrom 0 0 0 N/A , dusLgnaHon oil tho st to? .hi. U.IS .lOr port of t'ho sll:o been ctot>sl fled un "envlronmentaL Ly 0 0 0 scnst l:lvo" Ill"oa1 IF .0, specLfy I'ho pur b No .7, Approsllll,Jt.oLy hO\1I m.lny poop L 0 would rosLdo or war Ie In tho 0 0 0 compi.. 0 hH' projud:? I part-time .8, Appro"[lll.lt:o)l) how man)' 'Hlepta wouLd IlIu completed proJoct" 0 0 0 dl.spl aca? None -I'.>. Descrlbe lu'oposLld muusl....u5 1'0 IIVOld Or rcdllCO di,splllcomont 0 0 0 lmp.lcts. t f ""lny: None 50. OQscrlho'lu.OpOSlld R10U~~<r.Oli to onslu.o I'ho proposal la cOIll(lutlblo ,_llh CH.t~l"l.ng unu p,.ojactCld Lund IISOG nnd pluns, Lf' nnYI Project 15 consistent with recent Iv completed PORT LUDLOW DEVELOPMENT PLAN, the conceptual IO-year plan for the Port Ludlow communi tv. ,0 0 Mtn-r COr-tf"l>t -1'(.' <?ue.':'- 0=. o IAJ I -rH IIOUSING :il. ApprollOlm.ltoly hOI_ nlllny unLta would I,w p,"ovLdcd. If' uny? InrlLcnC:o 0 ,\ho)tllo," 1110 h.)u~lnu lIS htgh. "Itddlo, or low lncomol ..Mont! o o S:!. Allpra",llUitloly hOlll lUlllly unlhi, ll' no)'. wnuLd ho lllLmlnaLodi' Indlc:.lto \\h01l\(U' lhll,I\l,utOllll: La hl,:", mlddlo, or low ln~ornQl o o o None 5:1, O.,lIoc.'lllu prnpo,,"ud 1Il1lUlU"'OIt to rodllr,o Or control Ilo\lliLng lmpucl:u, o o o I ~ .-nyl None AESTIIl!T I eft 51. ",h..t La tho I..tloat huLKhl 0' any proposed otruoluro(a). not lnetudlnn .."lonnl.s1 l'lll..t I. tlla prlnell)ul o~t-orlor hill LtlLnU "'.tterl.lf.) IU'ol)l).,uJ1 ~!,;_s.Qn-'r~tJ:. o o o c \ --, , \--" \ r ~ \ \--. ---- \ '- ,'" \ , ]-, <:l ((l ...J ~ Q '2 ~ 0 -..J VI I- ? '6 6 0. , I t--' ' - r I I ?L./ lOT 5 l --... '-., \O"'\' 4 --. ---- ..-/ : /'..--// :3 <:l :r ...J~ D :J ~' ..J - oJ') !Y. :; ~ 0 ~ ~ "- ~ > ~ f(] ill'" Q( <l:; ~ wc;j I-,~, . \U "< \J) <: Q~ ~ ~ 5 <( Il.J '<J <.II -J:::j < c:!: I,j . U C!l jj Q <C E ';! f.! 2 -.!l :r :2 a 'II 'C '< <11 ~ ~ q; <:J ;;l tf., S \ii :;5 )"- ~ a - I- ON 2 ci -J ':l '308 ::2 ~ s~';! Ri '" 0 ILl Cl.. j - ~ c..J t;u11.J 1- ce51:: V1 ...J!!J ~ 11 (Q "2 II Sl ~ 0 ~ ~ ~;: I- ~ uJ ~ ~:J ;i y r -J- . ~ \II <JI~ .,. ,~ "- ::t' ~, -<( 3>- ," - VI oS- !;;'~ <z: 1 _J t-' .3 f- " < l.u ;\ '-II -9 , q,jj 5 ,) i <1:1: IU ". I ;X ~J ..J <? ..J ..J <<: ~ I '-.J (1 j ,10 x Q I 8~ I I a:: I I <z:\_ :x: l- et :r- :i ~ ' If) '2,/ , .. -' <;t <C lUll) a ~ f\ -.J () :!' /\j Vi - 1". .... '2 7"' j I ;; ,... 0 0 a ~ ;) <: ~ N ~ r~ ,.; 0/ 2 L:J .J " 'J a .51 Vl 3 ~- "'- Ul I- </l "- 1.11 61 3 "- ~ w lfI .., 0 c.::: <,J I 1 <(- (l l'" ,. I ~ J I ~ I I (] ~ 0 Q ~ UJ (;'J :r oJ \'r) N N N <.! N N .J. '3..:"'1.;:J - (\JOI.J.~/I'3i"3 'tJ III 'l- "- -.fj ~ c < ~ ,.., ~~ ~~ "" ~I;j ~Q~ .~ '" if: liJ ~ ~ ~ ~ ~.J Q .,.. .:J ~ I- ~~ i ~~ ~ ~ ,1 ~.il l: VI " ~ " : ~e~51~ 5 I\:;j q :2 ~~l 0'" jj "2 ~:l!'<l g " 3~<:~:t o ~ i!j ~ '" ~8' J - .. Vl ;; ~ ~ ~ 0 , () ~ ,J 'II. ~ ~ ---J "< ~ ~ ~ - . Vl V1 >- c;- :s t-. :r ~~ ......J q < f'- - ~ 55 l\,j ~ ~ <) - :r 2 'It () ~ I:Q -..J ~ h ~ ~ ~ ~ " -- ."J R rv Q. '.J \, ~ '<. ~ l<: 0 -CI') 1-- ~ 0 ~ lJ) .... ~ q; ~ N J r-; ,~ II .J ,. F .J ;i M~:t" ~....o 584005'54"t /90.24' -- 'g '0 .. 0 0 a 0 0: .. 0 a z .. :: m m ,w o N .,- 52' Ie" ~--.-.o 45.00 0 o . o o z '0 o .; .. zc",'l,CO 125.00' . ~ '0 a m 0 ~ 0 .0 \ . :: : '" 8'- 02' Ill" ! '" > 0: '" '" 0: '0 . . a o a o z c '" l- I- .. .,J .. S 03034'40" E. 337,65 FEET; THENCE S 12" 29' 07" W, 39,13 FEe:T TO THE NORTH ALONG SAID MARGIN ROAD ~ 990 02' 16" S 89002' 16"W, 125,00 FEET; THENCE COUNTY ROAD NO, 10'( CHI MACUM OF ROAD IN A WESTERLY DIRECTION 984.93 FEET, THE CENTER OF W THENCE IN A NORTHEASTERLY OIRECTI THE CENTER OF WHICH8EARS N 07000' THENCE N 07000'00" W. 106,06FEETT TO THE LE FT HAVI NG A RAOIUS OF 3 OF TANGENCY; THENCEN62000'OO" ERLY ON A CURVE TO THE RIGHT' HA FEET TO A POINT OF COMPOUND CUR A RAOIUS OF 1.130,00 FEET, ,ALONG A THENCE N 19030'00"'E. 240,00 FEET THE LEFT HAVING A' RADIUS OF 600. OF TANGENCY; THENCE NOBo30100" WI ON A CURVE TO. THE RIGHT HAVING FEET TO A POINT O~ REVERSE, {;URV A RADIUS OF 420,00 FEET, ALONG AN THENCE N 04030'00" W. 62.83 FEET, T SOUTHEAST QUARTER, OF SAIO SECTioN S 88008'58" E. 633,75 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING N 00041'46" E, AN ARC DISTANCE OF 2 CURVE DATA '" ;:, Q) d: 000 II' 34" R' 984,93' T: 1.661 L' 3,32' @ d:B404913311 R'IO,OO' T' 9,13' L'14,80' G) AI B301I':56" N\ RI20.00' 1'-\ T'17.76' ~ L129,04' N @ @ @ - -0- " l~r 7",RI~T -pORT L IA J>L D <..0 ,p4 END OF' 1'l"UT !"'HA5E ... * L 0 T J :r' 2 TO I ~156- 16- 30E 70.004 I TO 5 N44-31-26E 23.770 * I TO 924 :-j31-43-3011 50.000 * 924 TO 5 559-13-37E 50.000 * A'lC LE~IGTH 24.000 * TANGENT 12.236 * (- ) DELTA ANGLE 27-30- 7 5 TO 4 559-13-37E 150.1300 4 TO 3 550-11-5711 1600/-;15 3 TO 2 ~133- 0- 0V 150.000 *** AREA: 16129.541 50 F'T 0.416 ACRES **LOT 2 6 TO 10 N 9-213- 211 36.942 { ~.. ~ ~ ,~ ~~ ~ '~ , . . 6 TO 924 N76-24-57\.1 50.000 . 924 TO 10 N57-44~52E 50.000 . ARC LENGTH 40.000 . TANGENT 21.140 . (-) DELTA N1GLE 45-50- 12 10 TO 9 N39-13-31E 169.600 9 TO R N63-52-16E 45'.000 6 TO 7 5 0- 0- 011 210.000 7 TO 6 N76-24-57\! 15"" IHl0 ..... AREA: 21244.138 511 FT 0.488 ACRES .. .. I. 0 T 3 .. .. LOT 3 10 TO 120 N87- 0-33\.1 81.671 .. 10 TO 924 557-44-52',1 50.000 .. 924 TO 120 N51-45-58'} 50.000 .. ARC LENGTH 95.569 .. TANGEI'IT 70.766 .. (-) DELTA ANGLE 109-30-49 120 TO 119 N 1- 8- 1\/ 106.785 119 TO 9 N83- 52-18E 192.148 9 TO . 10 539-13-31101 169.800 ...... AREA. 14602.196 5a FT 0.335 ACRES .. .. L 0 T 4 120 TO II 529-36-46\1 14.990 .. 120 TO 924 551-45-58E 50.000 .. 924 TO II N69- 0-30\.1 50.0"0 .. ARC LENGTH 15.047 .. .. TANGENT 7.581 .. (-) DELTA ANGLE 17-14-32 II TO 12 520-59-301/ 70.004 12 TO 13 539-38- 0", 25.360 13 TO 29 N52-45-44\1 212.193 29 TO 28 N57-16- 5E 118.0131 26 TO 119 N83-S2-18E 116.887 : 19 TO 12" 5 1- ~~" IE 106.785 ...... AREAl 26299.470 sa FT 0.604 ACRES . .. .. l. 0 T 9 137 TO 139 ~146- 0-3611 ~ .. .. .. .. .. 137 TO 929 576-59- III 929 TO 139 N 6-59-47E ARC l.ENGTH TANGENT (-) DEl.TA ANGl.E 5"'."''''", 50."'0'" 61. "'75 35."''''2 69-59-13 139 TO 14'" 140 TO 122 122 TO 138 136 TO .137 ...... AREA: N 6-22-13E N85-32- 6E 5 0- "'- 011 560-59- 1 ~I 27224.525 50 .. .. l. 0 T 113 139 TO 32 561-23- 91/ .. * * * .. 57.346 9"'.294 223."'57 115.352 192.146 FT (3.625 ACRE5 26.91'" 139 TO 929 5 6-59-4711 929 TO 32 N24-13-3"'W ARC LENGTH TANGENT (-) DELTA ~~GLE 32 TO 33 33 TO 132 132 TO 133 133 TO 14'" 14'" TO .139 ....* , AREAl * .. l. 0 T II 132 TO 127 127 TO 128 128 TO 133 133 TO ,132 *.... AREAl 565-46-3"'11 584-25- "'II N 5- 35- "'tl N65-32- 6E 5 6-22-1311 12"'64.943 5a 584-25- 011 N 5-35- 011 N85-32- 6E 5 5-35- 0E 13279.7585a 5"'."''''", 5"'."'00 27.246 13.97'" 31 - I 3- I 7 70.lifa4 16."''''''' 1'14.673 129.931 90.294 Fe, 0.277 ACRE5 114.686 116.912 114.7"'8 114.673 FT "'.3"'5 ACRE5 * .. L 0 T 12 127 TO 34 584-25- 011 55."'133 34 TO 126 577-31-5811 53.935 . .. 34 TO 927 5 5-35- 3E 225.3"''' * 92'7 TO 126 NI9-21- 311 225.""''' .. ARC LENGTH 54."65 .. TANGENT 27.163 * (-) DELTA A.'IGLE 13-46- 3 126 TO 125 125 TO 128 128 TO ,127 *** AREAl N 9-38-3611 125.987 N85-32- 8E 117.469 5 5-35- "'E 116,912 13479.912 sa FT "'.339 ACRES **LOT 13 126 TO 35 564-16-5811 35 TO :;6 36 TO 121 121 TO 125 125 TO 126 *** AREAl 557-55- ell NI8-5S-591l ~185- 32- 8E S 9-38-36E 16400.361 S/l 49.897 52. 639 173.464 125.112 125.987 FT 3.377 AcnES ..vl ~ . . . LOT 152 TO 61 TO 570-51-30E ."165-46- 6E 35.004 39.672 . . . . . 61 TO 939 N19- 8-30E 939 TO 146 527-36-17E ARC LENGTH TANGENT (-) DELTA ANGLE 5'''' 000 50.000 40.794 21.609 46-44-47 146 TO 147 147 TO 153 153 TO .152 ..... AREA: 530- 0- 0E 118.616 562-48- 0V 142.356 ."I 4- 7- 0E 129.451 12127.051 50 FT 0.278 ACRES ... ... LOT 30 146 TO 161 N36-47-10E 43.223 ... ... ... ... ... 146 TO 939 N27-36-17U 939 TO 161 S76-49-23E ARC LENGTH TANGENT C-) DELTA ANGLE 50.000 50.000 44.696 23.966 51-13- 6 161 TO 145 145 TO 151 151 TO 147 147 TO . 146 ......... AREA: S78-49-23E 5 0- 0- 0U 582-48- 0U ."130- 0- GU 19753.184 SO 179.497 84.524 ..143.601 118.616 FT 0.453 ... ... LOT 31 162 TO 241 N49-50-15V . 241 TO 242 242 TO 164 164 TO 163 163 TO _ 162 ......... AREA: 53.533 . ... ... ... ... 162 TO 939 S72-31-44V 939 TO 241 ."I 7-47-47E ARC LENGTH TANGENT c-) DELTA A'IGLE 50.0G0 50.000 56.490 31.69G 64-43-58 117.354 205.532 105.164 179.903 FT ."I 6-35-44E 565-26-27E 5 G- 0- 0U S80-31-44U 26921.433 SO 0.618 ACRES . ... LOT 32 241 TO 62 584-49-4GV . ... ... ... ... 22.442 241 TO 939 5 7-47-47V 939 TO 62 NIS- 8-30V ARC LENGTH TANGENT c-) DELTA ANGLE 511.0G0 50.0013 22.635 11.515 25-56-17 62 TO 63 S71-51-30U 70.0G/l 63 TO 172 N G-30- OE 148./162 172 TO 242 S85-26-27E I GI. 38G 242 TO . 241 5 6-35-44U 117.354 ..... AREA: 12331.142 SO FT G.283 ACRES . ... ... L 0 T 33 63 TO 169 ~189- 3G- OV 92. 686 169 TO 171 N 6-33- 31:: 155.026 171 TI) 172 S65-26-27E 71.153 :72 TO . 63 5 0- 30- en,' 148.462 ..... AREAl 12382.078 SO FT 0.284 ACRES '-'-'I ... ... L 0 T 49 180 TO 181 S79-3Q1- OE 8Q1.000 181 TO 182 510-311- OW 155.000 :t. 182 TO 185 N83-54-51W 80. 236 165 TO .180 ."I ""-311- OE 161.175 . ....... AREA, 12647.1"9 SO FT 0.290 ACRES ... ... L 0 T 50 161 TO 88 579-30- OE 52.000 88 TO 1S8 5 8-31- 7E 155.564 168 TO 182 ."183-54-51101 11l3. Ql011 162 TO _ 181 ."110- 30- 0E 155.0110 ....... AREA, 11782.712 5Q FT 0.270 ACRES ... ... L 0 T 51 68 TO 89 587-45- 0E 93.270 . 88 TO 950 N 1 QI-3Q1- 0E 325.13130 . 950 TO 89 5 6- 0- 0E 325.eQl0 . ARC LENGTH 93.593 . TANGENT 47.123 . c-) DELTA ANGLE 16-3Q1- II 89 TO 244 5 ll- 4-15W 152.35Q1 244 TO 186 N88-13-43W 70.000 168 TO 88 ."I 8-31- 7U 155.564 ... AREA. 12247.576 sa. fT QI.26IACRES . . L 0 T 52 89 TO 90 578- 2- IE 73.144 90 TO 239 5 9-57-48E 142.311 239 TO 244 ."168-13-43101 96.411 244 TO 89 ."I 0- 4-15E 152.350 ..... AREA. 12168.667 sa FT 0.279 . . L 0 T 53 9Q1 TO 249 N68-10-19E 55.622 . . 90 TO 952 NII-57-59E 50.0Q10 ... 952 TO 249 S55-37-21E 50.000 ... ARC LENGTH 56.982 ... TANGENT 33.465 ... c-) DELTA ANGLE 67-35-20 249 TO 250 S55-37-2IE 120.000 250 TO 251 511- 1-44V 134.98Q1 251 TO 239 N68-32-28U 107.695 239 TO . 90 U 9-57-48U 142.311 ..* AREA. 19582.728 sa FT QI.450 ACRES ... . L 0 T 54 247 TO 238 N46-12-44V 72.191 . ... . . . '" 247 TO 952 ."190- 0- 0101 952 TO 23S ."I 2-25-27101 ARC LENGTH TANGrnT c-) DELTA ANGLE 50.0013 50.000 80.655 52.162 92- 25- 28 238 TO 236 236 TO 254 254 TO 248 248 TO .247 ... AREA, ."I 9- 5- 7E N84-41-35E 5 7-30-26E N9Q1- 0- 11101 23917.259 SO 128.684 117.538 189.521 110.000 FT 0.549 ACRES . . ::.;.;.... ~ ~ ; (J;J /,/ . . LOT 60 191 TO 95 583-42-13101 24.994 * 191 TO 947 5 4- 5-33E 325.000 * 947 TO 95 ."I 8-30- 0101 325.1100 . ARC LENGTH 25.0110 ... TA'lGENT 12.506 * c-) DELTA A'JGLE 4-24-27 95 TO 96 581-30- llIl 511. llllQl 96 TO 189 ."I 5-41-58101 1811.617 189 TO 193 S81-37-22E 11l2.665 193 TO .191 5 3-27-22101 154.916 ....* AREA. 14661.973 SO FT 1l.337 ACRES "'.LOT 61 I11Ql TO 103 563- ll- QlE 1113 TO 192 S69-19-16E 22. 744 56.151 . 1113 TO 954 ."127- ll- llE 255.0110 . 954 TO 192 514-21-28101 255. 00Q1 , ... ARC LENGTH 56.265 . TANGENT 28. 247 . c-) DELTA ANGLE 12-38-32 192 TO 193 5 3-27-22101 151'..768 193 TO 189 N81-37-22W 102.665 189 TO 10" N 12-48-59E 170.948 . 189 TO 914 588-10-18E 448.442 . 914 TO 100 ."166-11-45'/ 448.442 . ARC LENGTH 172.00Q1 . TANG Et-n B7.070 . c+ ) DELTA ANGLE 21-58-33 ..... AREAl 15211.288 sa FT 0.349 ACRES . ... LOT 62 192 TO 104 S81-49-16E 54.893 . ... . ... ... 192 TO 954 NI4-21-28E 954 TO 104 5 2- 0- 0101 ARC LENGTH TANGENT C-) DELTA ANGLE 255.000 255.QlOO 55.000 27.607 12-21-28 104 TO U5 105 TO 194 194 TO 193 193 TO .192 ... AREA, SBB- 0- OE 5 5-45-10101 ."181-37-22101 N 3-27-22E 13930.370 SO 40.000 156.005 88.770 151.768 FT 0.320 ACRES . ... L 0 T 63 'f'1 105 TO 106 584-30- OE 70.206 . 105 TO 957 5 2- 0- 0101 575.000 ... 957 TO 106 ."I 9- 0- OE 575.000 ... ARC LEUGTH 70.250 . TA!'lGElIT 35.169 . C+) D!:I,Tl. ANGLE 7- 0- " 106 TO 195 195 TO 194 194 TO ,IOS ......... AREA, 5 0-30-29\1 160.881 N81-37-22V 85.000 N 5-45-IOE 156.005 12299.429 SO FT 0.282 ACRES ... . L 0 T 711 109 TO 1111 S80-21-3111i 711.11114 110 TO 231 N81- ll- QlW 43.000 231 TO 232 ."I 9- 11- liE 116.1156 232 TO 233 S86-21-15E 74.894 233 TO _ 109 510- J- 6E 106.5Q11 ....... AREA. 111711".160 sa FT 0.246 ACRES ... ... LOT 71 231 irB'itWI\r":"F'N~ 1;":"0:' 6W III TO;{'226??:;:'~'8!.;5~"26W , 226:,TO',!;~,232';i;f;586~2~':',ISE';':' 1'14.10p' 'j ';- ',i~ic ...;;7A~g~~t~'ffEtt~i~&~;~f~~~W~~:f~16'05~ ' '::," ... ... L 0 T 72 III TO 112 ."184-311- OW 76.311 ... III TO 957 5 9- 0- "Ii 625.11"0 . 957 TO 112 N 2- 0- 0E 62S."Ql0 . ARC LENGTH 76.358 . TA'lGENT 36.227 . c-) DELTA ANGLE 7- 11- II 112 TO 113 II 3 TO 2 IS 215 TO 226 226 TO . III ......... AREAl ."188- 11- IIU NIO-17-17E S86-21-ISE 5 8-511-26E 10381.225 SO 40.000 1117.516 79.876 1111.733 FT 0.238 ACRES . ... L 0 T 73 113 TO 114 ~175- 311- 0101 88.7411 . 113 TO 954 ."I 2- 0- 0E 2115.000 . ... 954 TO 114 527- 11- 01i 205.000 ... ARC LENGTH 69.448 ... TANGENT 45.447 ... c+) DELTA ANGLE 25- 11- II 114 TO lIS II 5 TO 2 I 9 219 TO 215 2 I 5 TO _ I I 3 ..... AREA, N63- 0- 0101 NI8-46-45E S72-56-19E 5 I 0- I 7- I 7.., 11969.2113 SO 27.029 106. 114 99.413 107.516 F'T 0.275 ACRES ... ... LOT 74 216 TO 214 NB9-53- 2E 90.087 . . . . . ... 216 TO 918 5 2-14- 3E 918 TO 214 N 2- ll- 7E ARC LENGTH TANGENT c+) DELTA ANGLE 1218.81J 1218.813 90.108 45.074 4-14- 9 2 I 4 TO 2 I 5 2 I 5 TO 2 19 219 TO .216 ... AREA, 5 2- 11- 7.., 141.000 N72-S6-19U 99.413 N 5- 3-33E 112.111l0 11842.280 sa FT 0.272 ACRES ,0.\ . . L 0 T 75 214 TO 212 S87-21-49E 26.999 . 214 TO 918 5 2- 0- 7lJ 1218.813 . 918 TO 212 ."I 3-16-16E 1218.813 .J., . ARC LENGTH 27.003 . TANGENT 13.5Q11 . . c+) DELTA ANGLE 1-16- 9 212 TO 222 586-43-44E 56.303 222 TO 226 5 3-16-1611 141.787 226 TO 21S N66-21-15W 79.876 215 TO .214 ."I 2- 0- 7E 141.033 ..... AREA: 11522.674 sa FT 0.265 ACRES ... ... L 0 T 76 222 TO 223 586-43-44E 82.030 223 TO 227 5 3-16-16101 142.323 227 TO 226 ."186-21-1511 82.3ll2 226 TO .222 ."I 3- I 6- I 6E 141.787 ... AREA. 11648.513 SO FT 3.267 ACRES ... . L 0 T 77 223 TO 224 586-43-44E 82.000 224 TO 228 5 3-16-16101 142.863 228 TO 227 ~186-21-15V 82.002 227 TO .223 N 3- I 6- 16E 142.323 ..... AREA. 11692.491 sa FT 3.268 ACRES ... . L 0 T 78 224 TO 225 S86-43-44E 82.300 225 TO 229 5 3- I 6- 16101 143.396 229 TO 228 ."186-21-151,1 82.002 228 TO .224 ."I 3- I 6- 16E 1/12.863 ..... AREA: 11736.470 sa FT 0.269 ACRES . . L 0 T 79 225 TO 213 586-43-44E 81.734 213 TO 220 586-55-25E 7.000 . 213 TO 921 ."I 3-16-16E 1030.000 . 921 TO 220 5 2-52-54101 1030.000 . ARC LEN GTH 7.000 . TANGENT 3.500 . c-) DELTA ANGLE 0-23-22 220 TO 221 5 3- 16-16\1 144.000 221 TO 229 N86-21-15V 88.736 229 TO .225 ."I 3-16-16E 143.396 ... AREAl 12749.954 SO FT 0.293 ACRES . . L 0 T 80 220 TO 256 589-18-47E 78.895 ... 22ll TO 921 ."I 2-52-54E 1030.000 . 921 TO 256 5 1-30-29E 11330.003 . . ARC LElIGTH 78.915 . TANGEN'!' 39.477 . c-) DELTI\ A'lG:'E JI- 23- 23 256 TO 255 5 7- 0-43E 150.669 255 TO 221 N86-21-15101 105.713 221 TO .220 ."I 3- I 6- 16E 144.31311 .... AREAl 1346101.05 SO FT 0.309 ACRES END OF RUII PROCESSING 58 UNITS END OF INPUT PHASE COORDINATE DUMP FROM PT NORTHING 999 341792.612 1542666.021 t.l/ 1\ i r0 \< l'''SE 12-\1(;7 , IJ2.('-/i:.. -253 TO~05- .. s5-i;;-ii4-';;44E ....Tf5; 528 c."? -305 TO 306 5 7- 0-43E 470.000 ..;:. }'I ~.; !,.' T -306 TO 307 533-59-17W 220.000 --307 TO 308 5 0-' 0-43E 300.000 [308 TO 309 517-16-15E 308.31'm SH~ET / 399 TO 310 515-27-15101 347.790 310 TO 311 516-52-50E 161.970 311 TO 312 5 3";34-40E 31110418 312 TO 368 589- 2-16101 268.998 368 TO 369 5 0-57-44E 240.068 369 TO 370 588-16-35101 3.316 el * 369 TO 363 5 1-37-58E 984.929 * 363 TO 370 ."I 1-49-32101 984.930 * ARC LENGTH 3.316 * TANGENT 1.658 * c-) DELTA ANGLE 0-11-34 370 TO 372 ."149-24-45101 13.489 * 370 TO 371 ."I 1-49-32101 10.000 * 371 TO 372 583- 0- 0101 10.00B * ARC LENGTH 14.805 * TANGENT 9.135 * (+) DELTA ANGLE 84-49-33 372 TO 999 N 7- 0- 0101 12001 12 999 TO 19 N25-16-58101 225.87B .> * 999 TO 903 ,583- 0- 9'J 360.000 . 903 TO 19 ."146-26- 4E 360.000 . ARC LENGTH 229.749 . TANGENT 118.939 . c- ) DEL.TA ANGLE 36-33-56 19 TO 17 ."I 1-57-58101 26.557 * 19 TO 18 N46-26- 4E 20.900 * 18 TO 17 ."150-22- 0101 20.000 ... ARC LENGTH 29.042 . TANGENT 17.757 * c+ ) DELTA ANGLE 83-11-56 17 TO 2 N39-38- 0E 25.360 2 TO 3 533- 0- OE 150.000 3 TO II N50-11-57E 160.615 4 TO 5 ."159-13-37101 150.1300 5 TO 6 N22-IC-43E 14.944 ... 5 TO 924 N59-13-37IJ 50.0130 ... 924 TO 6 S76-24-57E 50.000 ... ARC LENGTH 15.000 ... TANGENT 7.557 * c-) DELTA ANGLE 17-11-19 6 TO 7 576- 211- 5 7E 150.000 7 TO 135 ."I 0- 0- 0E 298.3B6 135 TO 136 NB4- 5-5411 199.242 136 TO 137 ."I 1-33-27101 19.B67 TO 929 137 TO 138 N80-59- IE 192.148 138 TO 141 ."I l!J- l!J- 0E 210.216 141 TO 142 N8Q1- 4-38101 161.56Q1 142 TO 143 ."I 4-24- 4101 24.740 . 142 TO 934 N80- 4-38101 5l!J.000 * 934 TO 143 N71-16-30E 50.e00 . ARC LENGTH 25.000 . TANGENT 12.767 . c-) DELTA ANGLE 28-38-52 143 TO 144 N79-16-30E 163.905 144 TO 145 ."I QI- 0- 0E 221.980 ..;:; II..;;,; (- L!.!IS TO 161 N78-49-23101 179.491-1 161 TO 162 ."I 3- 8-49101 24.740 ::,' /..{ tJ i.,~ ~r 2.- '" 161 TO 939 ."178-49- 23101 50. eoe * 939 TO 162 N72-31-44E 50.000 '" ARC LENGTH 25.000 '" TANGENT 12.767 '" c-, DELTA ANGLE 28-38-52 162 TO 163 N80-31-44E 179.903 " 163 TO 174 ."I 0- e- eE 185.709 174 TO 175 ."166- 7-56'" 179. S79 17S TO 176 N20-24-3IE 19.867 '" 175 TO 944 ."158- 7-56101 5l!J.000 '" 944 TO 176 581- 3- 2E SQI.00l!J . ARC LENGTH 20.0l!J0 AI * TANGENT 113.136 '" c-, DELTA ANGLE 22-5S- 6 176 TO 246 581- 3- 2E 172.257 246 TO 25l!J ."111- 1-44E 308.769 259 TO 249 ."155-37-2111 120.000 249 TO 247 NI7-1I-19E 29.552 '" 249 TO 952 NS5-37-21101 50.1300 '" 952 TO 247 590- 0- eE 50.000 * ARC LENGTH 30.900 . TANGENT 15.467 . c- ) DELTA ANGLE 34-22-39 247 TO 24B 590- l!J- eE 110.000 246 TO .253 ."I 7-30-2611 324.142 , ... AREA, 303291.3Bl!J SO FT 6.961 ACRES .r'COMMAND733 .' ~,:,',NO,;0l"'~TS7 7 ' "EN,TEn,'7 ' , roTS ''''ECEDED !3~ :: ::7:1:367.999.312.313.31 'I> 365. 366 (,F'ROM': 367 TO '19'1 01 S. --, (1'3.998 !.,F'!1O,M'f)<l9 TO 312 DI~1 23.232 FI'OM" 312 TO 313 0151 39.56~ i "F!lOH,'313 TO 31" DI51.__ 26:?26::J ,F!lOM 311l'1'0 365 D15" 39.135 ::FI10M365 TO 366 DIS, 3"5.513 ' ,FROM 366 TO 367 DI Sl 2/,0.1)(,0 AI'EA, 56330.473 51JF'!' rl'1. 11 89 2' 15.~~11f E n~1 s 3 3/,' 39.<327" E rl"l S 16 7' 57.113" \I 3"1 S 58 27' 37.827" E n"l .S 12 2~ ' 7.173u V n"l 5 89 ' 2' 16.261" '0' n"1 N 0 57' 1,3.73<1" v 1 d!<l117 AC"ES COMMAND7 7a PRINT MODE OPTION 'e=8EA.1=A~)1 0 FIRST.LAST.ACCUR? 2Ia.210. 1011 P,DIS.Q.D.M.S1 211.e.B.a.0.a P.DIs.a.D.M.S7 2~315. 0.8. 0. a. 0 P.DIS.O.D.M.S7921.a.8.0.0.0 P. DI S. a. D.M. S1 I Qloe. 0. 18.0. 0.0 P. DI S. a. D. M. 5'7 999. O. 8. 0. 0. 0 P. DI S. O. D. M. 51 918.0.8.0.0.0 P. DI S. Q. D. M. S? 998.0. -I B. a. o. 0 P. DI S. Q. D. M. 57 2 I O. O. 8. 0. 0. 0 .1 UNADJUSTED TRAV~RSE. CLOSURE, i LAT, DIS, FLAT AREA:- 0.0e0000 a.0e0000 CLOSURE' 16662.356 SQ FT DE? SEA. 5 Res~vtr" A-~ No f2.T'1 ,f) f=' W ~ '-\<-l€Y2...W 1+i //" a.00aQl00 o e' 0. 00" ~, e.382S2 ACRES PRINT UNADJUSTED TRAVERSE, O=NO. I=YES? PT COORDINATES SEARING DI STA.'JCE (LAT) (DEP) 210' 344439.185 N 1542222.052 E 5 ,881 8/57~ 6 E 63,3.753 -2Q1.467 633.423 211 344418.718 ~I 1542855.475 E 5 1/44/45.5 101 31.472 -31.457 -0.959 315 344387.261 ."I 1542854.516 E ."I .0/41/45.6 E 970. QlQIO 969.928 11.783 921 345357. 189 ."I 1542866.299 E ARC= 43.596 DELTA= 2/34/30.S CRD!o 43.592 TAN= 21.802 S 3116116. I 101 970.000 -968.420 -55.349 1000 344388.770 ."I 15428 I 0. 950 E ."I 86/43/43.9 \I 383.734 21.896 -383.109 999 344410.666 ."I 1542427.841 E 5 3/16/16.1 101 127B.813 -1276.730 -72.970 918' 343133.936 N 1542354.871 E AQC- 2"3.450 OELTA= 91 6/55.3 CRD= 203.236 TAN- IQlI.940 ."I 5/50/39.3 W 1278.813 1272.166 -130.214 99B 344406.103 N 1542224.656 E N 4/301 ~.O W 33.184 33.Ql82 -2.604 210 344439. 185 ."I 1542222.052 E ADJUSTMEI'lT, O"NONE. I-COMP. 2=TRAN. 3=L-saR7 0 COMMAND7 OFF~-~HALT PROCESSING 13 UNITS r.~urn"u 7~ 216 TO 219 5 \~~ 3-33101 112.000 219 TO 115 518-46-45101 106.114 115 TO 117 ."120-34-54101 26.981 . 115 TO 116 ."127- 0- 0E 20.000 * 116 TO 117 ."168- 9-491.1 20.000 . ARC LENGTH 29.613 * TANGENT 18.274 * C+) DELTA ANGLE 84-5Q1-11 117 TO 218 NII-35-30E 170.737 * 117 TO 916 ."168- 9-49101 480.000 * 916 TO 21B S88-39-IOE 480.000 . * ARC LENGTH 171.650 * TANGENT 86. 752 * C-) DELTA ANGLE 20-29-21 218 TO 216 N44-33-2I1E 27.387 * 218 TO 217 S88-39-10E 20.000 * 217 TO 216 ."I 2-14- 31.1 20.000 * ARC LENGTH 30.166 * TANGENT 18.787 * (+) DELTA ANGLE 86-25- 8 **. AREA, 3569.849 sa 100 TO IB9 512-48-59101 * III 0 TO 914 S66-11-45E 448.442 . * 914 TO 189 N88-10-IBV 448.442 . ARC LENGTH 172.000 * TANGENT 87.070 * (-) DELTA ANGLE 21-58-33 189 TO 96 5 5-41-58E 18Q1.617 96 TO 98 N53-30- 0101 28.284 * 96 TO 97 ."I 8-30- 0101 20.099 * 97 TO 98 SBI-30- 13,., 20.000 * ARC LEN GTH 31.416 * TANGENT 20.090 . C+) DELTA ANGLE 90- 0- 0 98 TO 99 ."I 8-30- 0,., 8130000 99 TO 102 /l 6-22';49E 241.394 * 99 TO 914 /l81-30- OE II 70.000 * 914 TO 102 ."168-44-2111 II 70.090 . ARC I.ENGTH 244.129 * TANGENT 124.B85 . (+ ) DELTA ANGLE 29-45-39 102 TO IB0 ."169- 7-49E 29.665 . IB2 TO III I S68-44-2IE 29.090 * IBI TO II!IB ."127- 0- 0E 20.000 . ARC LENGTH 33.419 * TANGENT 22. III . C+) DELTA ANGLE 95-44-21 ... :,REAI 78<11.288 sa n I.EIV~" 30'''''0 3S' 1\ S 3>>,,,,... IAIlllT~ '0' 'To It.' ,A S SHow'" TN~EIi: t.'" ~ $ II " "'A. I'E~I""IC~n::P P/PI1 FEP t:"~.... ON~ DISrJV8ui'IOI'" O.J( AJ S/lo.,,,, LEIV~ 7# got" I WIOfll to' .1)JIt,~ /.t!t;.s 'I" O,l! P(;~FiJIUlroo P'PC" ~el) ~l2o,... ""'e" 0' ITIl'llu7IOA,J S"'C, A$ ~lto"'A' /0"0 ,tt At.. TWO to",I'Attr",cA/T" $CI"rIC TIlN~ D",t; EItCI/ LOT 7 t 8 /1$ S"'ulN 4~AVe-L Fote D~I\'''' l"'lrl.O '17. Tu .:t'1t. '",<:1-1- CLEA~. 7/ffA'r" '-INt!: S 1" f)"A hI,lV. S to.!':€.-. c. '~ 'To Jcn: Sec.7""1J "nlla., :PRn'N F'1E.1.0J" ("'fJ:'()..________ <;('.Ilc;:' _L'.''~_~'...,,'_..__