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" rw ~ ~~J -1 L ..............,. , . '. .',. .' '.. ". '...' ,;. .,.. ,:. ..... '.' :.. ... . ..., .... '"...; ...... . . .":' :.'...;.,::....:,.. .' .,....'...;.,.".... '., .... .........', .,..,.,. ."..... ,..... .'..' .', " . .,'. -' ...' .' . . :,:" "f : ,.,' ....:.. .:.:":' '" .- i.;;' . '. ;. ... ". ":':. '.' :: . ' . ,. . . :,,'-, ,,',. . :';' ',..:;." . ..' .,'.'.., ......'H.<"< . .'.. , .....,...... .f,:' .' ...,.' '. . ..' '. .,..".....:..'., :" .' , ...,.'. "; ..'.. : ,'. Ii , . '... . ":; .....:: " ',,' . . . ;, " , . '. ':.. ,: ". .-",. ...., ..:.- :,'.'. C.;" ".'.', ..; ...... . .'" .- ,,, .. ,". ;:<'. .', , ..., ," '" ,,: . ':.'" ,..: ":.:., :, " . :.:. '." """\;~' ,- ...fI..... ,'. . .- ':i .' '... ." " " ". i'. '... .:..- ",': '. '" . ': : " ".<: "", , .....>...> .'. ".' .,.. . ":,: .. . '.': .:', ':"'. .'.... ,". . ..'1: '. "..... ':;. : <.'...,,:: ,,' ,..; " ,'~. ,"', '.' ..,. " :.:'. .... . ..' " " ", '. .',. ..'. ,,' :,' '.".. ,... ,".. ::: .,." "..,. :.' .' '."., . .:" ':'.1.::' ,::'.,' :;" :' .' ...':.. .'.. . " ....... .' "; , .....;,.,....... ;", '....: ": , .';; ,:'" ,.' .', , .' .-.. DESIGNIUNHILRW . . OPERATORNAMEI B LAURIE COORDINATE TABLE LINHILL DATE I ~\/30/83 ================ ==========~==================================================== INVERSE 1~ TYPE OF INVERSE MAN. SEQUENTIAL 4. DISTANCE REFERENCE F'OINT 2. FROM F'OINT '" 100 DISTANCE FROM REF. PT. 3.TO POINT 'I~ 107 FROM TO DIST,'NCE DIRECTION NORTHING EASTING 100 18490.753 21490.721 100 107 1313.688 N 0 16 26.0 E 19804.426 21497.001 107 201 1236.877 N 0 :L7 31.0 E 21041.287 21503.303 201 104 76.812 N 0 01 01.4 W 21118.099 21503.281 104 215 103.907 S 89 ~:j8 05.9 E 211 18.042 21607,187 215 112 1214.662 S 89 58 05.9 E 21117.370 22821.849 112 109 1318.569 S 89 58 05.9 E 21116.641 24140.417 109 106 2628.439 N 0 21 00.3 E 23745.030 24156.478 106 110 1319.918 N 89 59 53.0 W 23745.075 22836.560 110 103 1319.918 N 89 59 53.0 W 2:574~;.120 21516.642 103 101 1313.527 S 0 17 29.1 W 2243l.609 2l509.96l 101 214 427.260 S 89 58 59.5 E 22431.484 2l937.221 214 113 891.984 S 89 58 59.5 E 22431.223 22829.204 113 436 329.976 S 89 58 59.5 E 2243l.126 23159.l80 436 111 989.268 S 89 58 59.5 E 22430. 8~;6 24148.448 111 109 1314.219 S 0 21 00.3 W 21116.641 24140.417 109, 108 1314.322 S 0 21 00.3 W 19802.343 24132.387 108 115 1317.693 N 89 57 17.0 W 19803. :585 22814.694 115 114 1314.005 S 0 18 43.2 W- 18489.400 22807.538 114 105 1316.818 S 89 56 28.0 E 18488.046 24124.356 105 109 2628.644 N 0 21 00.3 E 21.116.641 24140.417 INVERSE 1. TYPE OF INVERSE MAN. SEQUENTIAL 4. DISTANCE REFERENCE POINT 2.FFlOH POINT * 100 DISTANCE FROM REF. PT. 3. TO POINT * 105 TO DISTANCE DIRECTION NORTHING EASTING 18490.753 21490.721 105 263~;. 636 S 89 56 28.0 E 18488.046 24124.356 109 2628.644 N 0 21 00.3 E 2U16.641 24140.417 106 2628.439 N 0 21 00.3 E 23745.030 24156.478 103 2639.836 N 89 59 53.0 W 23745.120 21516.642 104 2627.055 S 0 17 29.1 ~J 21118.099 ;!1503.281 100 2627.376 S 0 16 26.0 W 18490.753 21490.721 ./', E" NO.1') . . 'LI-ISL1RW" PAGE 1. SURVEYS JOB " 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: B.LAURIE ..~------------------------------------------------------------------------------- From 249 (21.641..104,22174.966) To :~49 (21641.104,22174.966) DIRECTION N 56 05 ~55 t 3 W 21655..578 22153.427 CENTEf~ - :331 ROTt'lTIDN CCW 21871.555 22:1.'68.156 60 00 00.0 RADIUS = 216.479 CHORD 216.479 3 54 04:7 E ARC 226.696 TANGENT 1.24.984 20.000 N 63 54 04.7 E 21880.353 221860117 CENTER = 331 ROTATION CCW 21929.615 14 18 35.0 RADIUS - 236.479 CHORD 33 15 12.8 W ARC 59.06l TANGENT CENTER = 341 ROTATI ON CW 21953.. 6~57 2 50 42.0 RAD IUS = 622 +.958 CHORD 38 59 09.3 W Ar~C 30.933 TANGENT 20.000 N 52 26 11..7 E 21965.849 356 CENTER = 341 ROTATION Ct.-I 2;!O54.429 10 00 00.0 RADIUS - 602.958 CHorw =N 32 33 48.3 W ARC 105.236 TANGENT 356 357 30.000 S 62 26 11.7 W 22040.547 357 358 CENTER = 341 ROTATION CW 22089.827 .; 55 3901 RADIUS ,- 632.958 CHORD - N 25 05 58.7 W ARC 54.435 TANGENT 358 :159 CENTER = 344 ROTATION ccw 22130.914 22024.652 5 04 21.0 RADIUS - 512.958 CHORD 45.398 = N 2S 10 .19.7 W ARC 45.413 TANGENT 22.721 360 10.000 N 62 17 29.8 E 22135.564 2:~033.. 505 CENTER = 344 ROTATWN = ccw 22160.830 22019.329 3 10 2801 R/\DIUS = 522.958 CHORD 28.971 ='N 29 17 44.3 W ARC 28.975 TANGENT 14.491 362 68.256 N 30 52 :;8.3 w 22219.408 DEPT. OF PUBLIC WORKS Townsend~ WQ. 98368 . . DESIGN TRAVERSE 'LHSLIRW' 3/30/83 COUNTY ROAD F'fW,JECT8/ MISC. SURVI~YS JEFFERSON COUNTY LHSLIRW From 249 121641.104,22174.966) To 249 121641.104,22174.966) -------------------------------------------------------------------------------- .JOB ,~ 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: B.LAURIE CRS FROM TO DISTANCE FEET DIf'>ECTION NORTHING ;:::::; ===,========::::=::::::::::::::::=::::= =::: == ::::::: :::::::::::::::::: =::::::::::::==:::=:::::::::::: :==:::: =::: :::::::: ~-:::".::::::= :::=::::::=::::::::= ::::::::==::::::::::::::::== = =::::::: =::: ::: 14' 362 363 20.000 N 59 07 Ol.7 E 22229-.674 2200:L.459 ,15 363 364 101.226 N 30 52 58 .~3 loJ 2231.6.548 21949.501 16 364 260 12~720 N 59 06 58.7 E 2Z!323.077 '?l960.417 17 260 259 155.612 S 33 00 32.0 E 22192.583 22045.190 18 259 25EJ 20.000 c' 56 59 28.0 W 22181.687 220~!8.418 '" 19 258 257 150.000 S 33 00 32.0 E :';~2055 .899 22110.133 20 257 256' 10.000 N 56 59 28.0 E 22061.347 22118.519 2l 256 255 155.500 S 33 00 32.0 E 21,930.947 22203.23 :1 22" 255 254 CENTER." 209 ROTATION CW 21897.339 22221.52:;! DEL TA 8 54 12.0 RADIUS -, 246.479 CHORD CHORD BEARING = S 28 33 26.0 E ARC 38.301 TANGENT 253 20.000 S 6553 40.() W 2:1.88'7.17l 22203.266 .24 252 CENTER - 209 ROTATION CW 21697.766 22200.278 DELTA 50 00 00.0 RADIUS 226.479 CHORD 191.428 CHOF~D BEARING = S 0 53 40.0 W ARC 197.640 TANGENT l05.609 ')<" 252. 251- 10.000 S 64 06 20.0 E 21693.399 22~?09. 274 ~" 26 251 250 CENTER -, 209 ROTATION CW 2:1.649.544 DELTA 12 34 48.0 RADIUS = 236.479 CHORD CHORn BEARING ,- S 32 11 04.0 W ARC :;;.1 .922 TANGENT - 27 250 249 10.781, S 38 28 28.0 W 21.64l.1,04 PERIMETER =1678.657 CLOSURE ERROR .000 AREA" 22477.446"SQUARE FEET, 0.5160 ACRES ..JEFFERSON COUNTY Co '..1 r-th 0.....""""',.. F.o T"t 206 385-3::-';05 -------------------------------------------------------------------------------- DEPT. OF PUBLIC WORKS Town_and,.. Wa. 98368 . . PAGE 1 USED .-="C]1][ ii",n"rS ZN COORDINATE TABLE -LINHZLL- PREPARED BY: B.LAURIE FROM U TO '~500. POINT NORTHING -------------------------------------------------------------------------------- 4/ 4/83 EASTING POINT NOI~THING =======~======================================================================== 1 20743.195 2031,0.7:>7 2 ~~0641+ 572 20.454.094 3 20652.131 20699.015 4 20869.539 21089.406 0' 20957.480 :21:394.332 6 21208.992 21.708.643 '-' 7 21317.346 21975.986 8 2:l678.123 22261.336 9 21841.865 22284.674 1,0 22433. ~;93 21914.45E-i 11 22609.972 21885.436 jc> 22'793.9;50 21923.283 1,3 22969.033 22033.74'7 14 23089.542 22228 ..~5'78 15 23114.234 22452.967 16 230~j1. '769 22650.868 17 22884.653 22742.414 18 22613.235 22966.41'7 19 22465.095 2313IJ.41:; 20 22263.036' 23Z!26.530 21 22060.460 23505.000 22 21726.400 23509.585 23 21618.710 23307.293 ;!4 20869.540 21089.420 25 21926.640 22231.634 26 21920.275 22221.461 27 22450.312 23156.676 ;28 22251.494 23242.396 29 21,753.681 22321.09'7 30 21'7fJ3.006 22344.291 31 22030.238 22133.fJ18 :32 22151.045 22083.441 33 22338.883 21.985.924 34 2159~)" 383 22202.49'7 38 21.1.24.1.97 20258.262 100 18490. '7~i3 21490.'721 101 22431..609 21509.961 103 23745. j,=~O 21~H6.642 104 21118.099 21503.28.1 105 18488.046 24:L24.356 106 2374~5. 030 24156.4'78 10'7 1 ~>804. 426 2149'7.001 108 19802.34:3 24132.387 109 21l.16.641 24140.41'7 110 23745.075 22836.560 111 22430.836 24148.448 112 21117.3'70 22821.849 113 224:; 1.223 228:::9. ~~O4 114 18489.400 22807.538 :LiE) 19803.385 22814.694 201 21041.287 21503.303 202 2:1.150.153 21650.648 203 20574.127 22076.245 204 21217.243 21761. 06;~ 205 21294.829 21919.3'73 206 21616.38'7 ;!1 '761.781 20'7 21393.590 22042.131 208 ;,1618.435 222::!O.~ 817 209 21796.673 21996.537 210 21952.7:5fJ 22236.'774 211 22344.609 21982.204 21:~ 22616.026 22400.007 213 23099.081 22522.010 214 22431.484 2193'7.221 215 2111(1.042 21607.187 ;249 21641.104 22174.966 250 21649.544 2218,l.673 251 21693.399 22209.274 252 21697.766 22200.278 253 21fJfJ9.171 ~~2203. 266 2189'7. 3:~9 22221.522 ~.~55 21930.947 22203..231 22061.347 221.18.519 257 220~)5. 899 22110.t:n 2218J.. ,1,87 22028.418 259 .22192.583 2204l'i.190 22323.07'7 21960.417 301 21766.916 22331.566 23493.l'i26 2.1251.300 303 21'753.681 22321.097 21608.489 22206.260 32.1. 21, '786.206 21,981.567 21938.154 22224.429 323 2;,347.102 2196B.568 22611.360 22390.9:36 3"1:.~ 23086.478 22540:.9.02 ...:..<J 21380.720 22026.1,10 330 21598.605 2~~198. 443 21776.322 219'73.750 332 21923.367 2221.,.611 22331.947 :~1975. 247 335 2.1. 96:-2.027 22191.887 22333.436 2262B..t62 343 :.!2112.920 22099.3:59 21892.403 21570.517 345 22186.494 220l)2.240 21655,578 22153.427 351 21871.55~j :~2168. USl, 21880.35:5 22186.117 :55:1 219;~9. 615 22tS3.fJ15 .//5L/R " ~'~ , "u I , , .' M<2, " ; ;3 ;z..~<~..~ .. -- '/'/1~P :::iT' A I , ! -"'.. "'" "; , , ," , . . ; ':'" '. :;'';'''''!) IT ....----..-..-,-- " .. ',_n . .-. I 1 . ;?O.fqo ,,DO .<:3',";:';'1..,)1 Pf2(J,)CC, ",' , ! .. ",.. ,,'" i ," ",..., ,..., 33,0: i :22-ni,? 99 t?c>___.. , , I , , , 4'___.__ I I i I " ,. { : :2..1<' ,''' , .. " " i ",/ I: I '.26 + 7/. :5'4'::> j-? R.c. ') , : :, ; , ,. ,"'. ..,." ,,,.'3'1:':5, "",.!. , : ; 'Z,8f--1-? Z7rf. f'..e.~,: " , .' .., , ' , , , , , .! '... :.:?~ I '- - , i : '~,?," ~,'" Y,k ::/~ ''S I" ,_ '29+3/,744 PT'4::,= 0,.., : "'-~ - ._-. J - .- - " ' ; 1 .{ : : ~ t ! '~":-";"I' ,., T .. , ,,: .. 5,</0.:4 ~ ',. .,,'. i., ;,1, - -_.--- 3/7'0/. .22~, I,,, : L -- " ,. " ',' .',', ,; ; : .. . '..,' ',..~.._;,__'_'~rRr.;...~}~,., [' , i " --o- r .i;i,.", ,,' , . ',' , , Az.!,,:) I .". 30: '.i .----,--, : Z.5'*/Z,90th I '1 ',' . ;, , ..' ",-', 1 " " ""T"'-" P'r ~7 . :. ! ,.",,2.7.7:.(,,/',('31 ,,' , ! ", I ,. -- , t:t::';o; .....i, . .' , 2.7 , ,:Zbf,?d.:i8~ PZ: , .,.".-.. : ' " ': ! , 1 I " , , ,I ',' -""---.'-"' '-~ ~--- _. '~"~-'.-,--_.""--" -"-'.-,- -.""-.". , I : , I ,,". , ,."~'" , ; , ; : " !, ,,' , : " : ! ! ! i 1 : , '{,,' . I I -- .. , " : , " ,.' , , , " '; .-- ..".-_.. I'P I ! " ',.,",. .--., ...... .......- --....-. .~....--- ,--, , ".,' .' . . ',., , :, I' . --, .,-,<- , . " ,', .."i.. ,I '." I}, . .. "'''-'''- .' ,~, ';" .....-,_.", ,'" .. [, : .. T , i '... ;' ',' , :" ' ,",..... " w.o.. ,,', . ',,' , , , .. , .. : ...., ..--'p ~ ." ,- -,~ ...., r ....... ;, i .. ! I: " ' j , , . , : " ',.'. ;: ..".- ". .';" '" .'-',.., "'--"-'--" ."., . \ I ! , ~ ,," ., ..... q--' . ".""'c , ;' F" " '.. , ',i. .,;,:, .., '" , T" ' ' ~'" I... _. .. "" ~~ '.,..' ''r.X ... .., ..' ...' H.... ..... " .. ... .. ".... ....,,,.. .-.,,--. ." ~".. .'.+"'--~ -.. ;' i., ; . ,...."'. .. , '. :, " " " " 1. "".' ',,'" : r rl.. . " " ," '" ,/..:".~" -:. ,..,.~ ,., ., <" ~;",",.",# ....",:,~'..;.\ _... .. ".- i . . OUT PAGE ,1 --~--------------------------------------------------------------.--------------- DATE: MANUAL RADIAL FROM TO 9 9 9 330 335 343 258t091 1,51.816 328.359 t,NGL.E 1\ 231 :,3 03.2 R S 19 31 06.3 A 354 21, 28.3 t; N 37 40 28.5 1\ 357 40 12.1 R N 34 21 DUTl MI\NUAL. RADIAL DISTANCE 370 . 154 1\ 287.92J. 1\ J.j,8.4:,9 " . . DESIGN TRAVERSE 'LHSLlA' 3/21/83 COUNTY ROAD PRO.JECTSI MISC. SURVEYS JEFFERSON COUNTY JOE< 'u' 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: B.LAURIE .- ....;- -, - -- -,- --:._;....:... -.- - - - -.- - - - -~~ -~.~ -. - _MM;'" -.- - - - - - - .._ - _. _. _ _ _ _ _. _ ~._ _ _M.. _ _ _ MM -:- ~ _ __ _~ _ _ __ _. _ _ _ _':'" _ _ ___ LHSLlA Fro", 329 (21380.720,22026.11. 0) To 329 ( 21380.720,22026.110) , CRS FROM TO DISTANCE FEET DIRECTION NORTHING ================================================================================ ,1 329 330 277.799 N 38 20 29.7 E 21598..605 2 330 335 CENTER - 331 ROTATION CCW 21962.027 22191.887 DELTA 78 45 00.0 RADIUS = 286.479 CHORD 363.481 CHORD BEARING =N 1 02 00.3 W ARC :,93.750 TANGENT 235>107 3 335 CENTER = 341 ROTATION CW 22112.920 DELTA 174621.3, RADIUS 572..958 CHORD CHORD BEM~ING = N 31 31 19.7 W ARC :1.77..725 TANGENT 4 343 345 CENTER = 344 ROTATION CCW 22186.494 DELTA 8 14 49.1 RADIUS 572.. 9~:j8 CHORD CHOrW BEARING = N 26 45 33.8 W ARC 82.470 TANGENT 5 345 333 169.482 N 30 52 58.3 W 22331.947 6 :533 329 952.586 S 3 03 38.7 E 21 :,80.720 CLOSURE ERF:OR 140810.086SQUIiRE FEET , .000 ;.JEFFERSON COUNTY CO....l. p:..t...h 0"-1.5.:-.". .-:::.0 T'Mt.. 206 385-::....505 --------------------------------------------------------------------------------- 3.23:,26 ACRES DEPT. OF PUBLIC WORKS Town__nd~ W~. 98368 ..... -Jtmr)drV/A/6 .",/(, '..'",',' ,,' '". ,,' 2'?Z34,} " . <</7Aa [, I, , i ~.....:.. I ,': 'i / hM i:J ./ '" '-" IVq,_, I ' ,..: - " =??O\ -; ; '3:::;~ , T '-:7:2? ': . :' ; , :"i:;> - ; :' '" . , ,-, -- . .... . , ' "'" . ,: .;,; , , ,:',./ ~~. "., ... , ", .. , ' , -; ~ / 'LI 7 '#l.<: J/A J /- I ,,:' , . ,:L;l,~L,2 ~/ rf\ljJ!) UO, .' ': ' : .- ; :a ?,~,..:u~, ' , I ." d~,.r') I I'" u'" ,__..~, ',[ . d::??,; " i :, ", 1,_: ,4-3~ : : I " ::" d':1,:<, ' " ...- ." 4i~' , . ';' . ',' ..... ";' , , '....: ...", , : . i , , :5 rJ4. ", , , . , . . ~A. ,~Vf -'" '" ., ",;' , , ,- ..- 77. , .. . : ~l __,; :: ;" ! : : i i ' .. ' : . : . ,,/ ..71 , ", J "77 ','. ,; , i " : -. , /,,~.,l;:':B. '~7 / " ' -, '=, ---' ,~/ "',c..-t::J,Uu. , , ' .. .. -; i 'i 'u ""'-'1 i _u , . ,:. .' " : ,.,' j .!.f71.Lu.;s:O'. :' i i~ <,)0 ' " R:' "~ ". "'; .i',.., ....:;-/,L..,d;d_r'Y-') pc i . .-c-:=> ,-' : ' , .- x: 'J.-5,":::-4/,'H' ; : , l. ,,:! 7',5~f2.PC."", : " "';:'1' d" ~ /" 7..er ".-" , -5(" f' / A Z:f'9 '.., '.., , , '---, , --- :-- , .-... , ',' , : -'-- . '.,- ,: ': " ,,,', ;' ", r:- /,) ~ ." .. ' ,'''.-.:--- , : , ' , : ': , ' . ' , I ' , .: .-.,:, ,,': ; ,- , , ." . , . l.,." .. /~.... '~..r:. ........ .. " . ,I ~'. ,_~.....' ......."~"..1:',,.:...'" ~:":j-,,,,!''''>:/ . . DESIQN TRAVERSE 'LHSL2' PAGE 1 11 J. 8/83 COUNTY ROAD PROJECTS/ MISC. SURVEYS JEFFERSON COUNTY JOB $ 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: B.LAURIE --------------------------------~---------------------------~------------------- LHSL2 From 429 (22566.173,23021.376) To 429 (22566.173,23021.376) CRS FROM TO DISTANCE FEET DIRECTION NORTHING ================================================================================ 429 430 100.000 S 49 25 33.2 E 22501.129 432 CENTER = 431 ROTATION CW 22378.567 26 06 10.0 RADIUS - 337.034 CHORD = S 36 22 28.2 E ARC 153.546 TANGENT 0.""'70. 433 33.733 S 23 19 23.2 E 22347.591 23200.964 435 CENTER = 434 ROTATION CCW 22189.933 30 38 32.8 RADIUS = 381.972 CHORD = S 38 38 39.6 E ARC 204.283 TANGENT D ~ 'S' 426 76.697 S 53 57 56.0 E 22144.814 429 559.216 N 41 06 25.8 W 22566.173 ,435 426 CLOSURE ERROR = .000 2299.488 SQUARE FEET , 0.0528 ACRES ~EFFERSON COUNTY DEPT. OF COURTHOUSE. PORT TOWNSEND. WA. 206 385-3505 PERIMETER :5248.689 ARE II " . . . LI-ISL.t ERW' SURVEYS JOE< ~, 2 PROJ. ENGR.: G.ROWE/E<.LAURIE PREPARED BY: B.LAURIE To 201 121041.287,21503.303) DIRECT! ON NOrGHING N 53 32 28.0 E 21 204 CENTER" 203 10 21 00.0 =N 58 42 58,0 E ROTATION RADIUS " ARC CW 21217.243 716.1.97 CHOFW 129.375 TANGENT 205 176.300 N 6~~ 53 28.0 E 21294.829 207 CENTER - 206 r~OTMTI(JN CCW 21393.590 25 2~;-j 00.0 RADIUS = 358.099 CHORD 51 10 58.0 E ARC j,58.854 TANGENT 287.200 N 38 28 28.0 E 2:l618.435 = N 208 210 CENTER = 209 ROTATION CCW 2195:';~. 738 71 29 00.0 RADIUS = 286.479 CHORD 2 43 58.0 E (',KC 357.4j.7 TANGENT 46'7.300 N 33 00 32.0 W 22344.609 CENTER = 212 ROTATION CW 23099.081 137 11 00.0 RAnI US -, 498.224 CHORD 35 34 58.0 E ARC 1192.8913 TANGENT 2296,145 S 2620 1t'; t 4 W 21041.287 " N 211 213 " N 201 CLOSURE ERROR" .000 33178.482 SQUARE FEET, 0.7617 MCRES 22220.817 22236.774 334.683 206.172 21982.204 21 ~503. 303 -------------------------------------------------------------------------------- ~EFFERSON COUNTY DEPT. OF PUBLIC WORKS C6ur~ho~s~~ Port Town~end~ W~.~ 98368 :206 385-350:::; @ . DATE: SEQUENTIAL 4. DISTANCE REFERENCE POINT DISTANCE FROM REF. PT. DISTANCE DIRECTION NORTHING EAST! NG 19804.426 21497.001 1313.688 N 0 16 26.0 E 211 18.099 21503.281 2627..055 N 0 17 29.:L E 23745.120 21516.642 2639.836 S 89 ~;9 53.0 E 2;5745.030 24156.478 2628.439 S 0 21 00.3 W 21116.641 24140.417 1314.3:';2 S 0 21 00.3 W 19802. ;543 24132.387 1314.322 S 0 21 00.3 W 18488.046 24124.356 2633.636 N 89 56 28.0 W 18490~753 21490.721 1313.688 N 0 16 26.0 E 19804.426 21497.001 263,5.387 S 89 57 17.0 E 19802.343 241 ~52. :587 1314.322 N 0 21 00.3 E 21116.641 24140.417 2637.137 N 89 58 05.9 W 21118.099 21503..281 2052.586 . . SURVEYS JOB 'I' 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: B.LAURIE To 329 (21380.720,22026.110) CENTER = 331 ROTATION CCW 219~23. 367 69 13 28.1 RADIUS - 286.479 ' CHORD 3 43 4~5. 7 E ARC 346. 1~~2 TANGENT 476.079 N 30 52 58.3 W 22331.947 952.586 S 3 03 :58.7 E 21380.720 .818 SQUilREFEET r CLOSURE ERROR .000 3.2764 ACRES DEPT. OF PUBLIC WORKS To~nser~d~ Wa. 98368 . . USED POINTS IN COORDINATE TABLE PAGE 1 lilt CRF-S26 ~II PREPAREDBYI AUBREY PALMER -------------------------------------------------------------------------------- 12/ 1/83 FROM "'1 TO "'800. POINT NORTHING EASTING POINT NORTHING ================================================================================ 1 20743.195 20310.737 2 20641.572 20454.094 3 20652.131 20699.015 4 20869.539 21089.406 5 20957.480 21394.332 6 21208.992 21708.643 7 21317.346 21975.986 8 21678.123 22261.336 9 21841.865 22284.674 10 22433.593 21914.455 11 22609.972 21885.436 12 22793.950 21923.283 13 22969.033 22033.747 14 23089.542 22228.378 15 23114.234 22.1l52.. 967 16 23051.769 22650.868 17 22884.653 22742.414 18 22613.235 22966.417 19 22465.095 23139.413 20 22263.036 23226.530 21 22060.460 . 23505.. 000 22 21726.400 23509.585 23 21618.710 23307.293 24 20869.540 21089.420 25 21926.640 22231.634 26 21920.275 22221.461 22450.312 23156.676 28 22251.494 23242.396 21753.681 22321.097 30 21783.006 22344.291 22030.238 22133.818 32 22151.045 22083.441 22338.883 21985.924 34 21595.383 22202.497 21578.034 22132.580 36 21632.487 22131.532 21702.722 22131.095 38 21124.197 20258.262 21780.741 22144.347 40 21807.497 22168.694 21892.437 22172.218 42 21885.962 22167.598 21966.939 22141.692 44 22006.140 22106.208 22043.927 22100.374 46 22042.927 22100.374 21779.741 22144.347 48 21537.585 22150.180 21380.719 22026.111 50 21380.721 22026.110 21459.153 22088.145 52 21459.152 22088.146 21459.153 22088.145 54 21537.585 22150.180 55 21537.585 22150.181 56 21537.586 22150.179 57 21598.604 22198.443 58 21598.606 22198.442 59 21616.534 22211.527 60 21616.533 22211.528 61 21616.534 22211.526 62 21707.495 22251.838 63 21707.494 22251.839 64 21707.495 22251.837 65 21806.757 22258.607 66 21806.757 22258.608 67 21806.757 22258.606 68 21902.349 22231.019 69 21902.349 22231.020 70 21902.348 22231.018 71 21962.027 22191.888 72 21962.026 22191.886 73 21984.139 22173.990 74 21984.140 22173.991 75 21984.139 22173.989 76 22068.312 22120.235 77 22068.312 22120.236 78 22068.312 22120.234 79 22112.920 22099.340 80 22112.919 22099.339 81 22158.813 22077.771 82 22158.814 22077.772 83 22158.813 22077.770 84 22186.494 22062.241 85 22186.493 22062.239 86 22245.072 22027.205 87 22245.073 22027.206 88 22245.072 22027.204 89 22330.894 21975.877 90 22330.895 21975.878 91 22330.894 21975.876 92 22331.947 21975.248 93 22331.946 21975.246 94 21538.671 22148.808 95 21622.809 22202. 189 96 21710.077 22241.403 97 21806.545 22256.619 98 21903.449 22233.264 99 21987.492 22178.349 100 18490.753 21490.721 USED POINTS IN COORDINATE TABLE .CRP526- PAGE 2 PREPARED BY: AUBREY PALMER 12/ 1/83 ---.----------------------------------------------------------------------------- FROM U ,TO *800. POINT NORTHING EASTING POINT NORTHING EASTING ======================================================================:========== 101 22431.609 21509.961 102 22073.171 22129.543 103 23745.120 21516.642 104 21118.099 21503.281 105 18488.046 24124.356 106 23745.030 24156.478 107 19804.426 21497.001 ,108 19802.343 24132.387 109 21116.641 24140.417 110 23745.075 22836.560 111 22430.836 24148.448 112 21117.370 22821.849 113 22431.223 22829.204 114 1.8489.400 22807.538 115 19803.385 22814.694 116 22161.603 22083.083 117 20802.266 20391.544 118 20798.627 20393.967 119 21764.374 22324.136 120 21582.738 22183.039 121 21780.544 21928.399 122 21956.916 22198.328 123 21380.719 22026.111 124 21380.721 22026.110 125 21459.153 22088.145 126 21459.152 22088.146 127 21459.153 22088.145 128 21537.585 22150.180 129 21537.585 22150.181 130 21537.586 22150.179 131 21598.604 22198.443 132 21598.606 22198.442 133 21616.534 2221-1.527 134 21616.533 22211.528 135 21616.534 22211.526 136 21707.495 22251.838 137 21707.494 22251.839 138 21707.495 22251.837 139 21806.757 22258.607 140 21806.757 22258.608 141 21806.757 22258.606 142 21902.349 22231.019 143 21902.349 22231.020 144 21902.348 22231.018 145 21962.027 22191.888 146 21962.026 22191.886 147 21984.139 22173.990 148 21984.140 22173.991 149 21984.139 22173.989 150 22068.312 22120~235 151 22068.312 22120.236 152 22068.312 22120.234 153 22112.920 22099.340 154 22112.919 22099.339 155 22158.813 22077.771 156 22158.814 22077.772 157 22158.813 22077.770 158 22186.494 22062.241 159 22186.493 22062.239 160 22245.072 22027.205 161 22245.073 22027.206 162 22245.072 22027.204 163 22330.894 21975.877 164 22330.895 21975.878 165 22330.894 21975.876 166 22235.456 21996.358 167 22235.456 21996.357 168 22235.456 21996.359 169 22137.767 22017.732 170 22137.767 22017.731 171 22137.767 22017.733 172 22040.078 22039.105 173 22040.077 22039.104 174 22040.078 22039.106 175 21942.388 22060.478 176 21942.388 22060.477 177 21942.389 22060.479 178 21844.699 22081.852 179 21844.699 22081.851 180 21844.699 22081.853 181 21747.010 22103.225 182 21747.010 22103.224 183 21747.010 22103.226 184 21649.321 22124.599 185 21649.321 22124.598 186 21649.321 22124.600 187 21551.632 22145.972 188 21551.631 22145.971 189 21551.632 22145.973 190 21611.907 22195.273 191 21611.906 22195.274 192 21611.907 22195.272 193 21702.247 22237.884 194 21702.246 22237.885 195 21702.247 22237.883 196 21800.376 22255.646 197 21800.376 22255.647 198 21800.376 22255.645 199 21897.690 22234.652 200 .21897.690 22234.653 . . . PAGE 3 USE:D:II POi J[ NTS IN COORDINATE TABLE .CRP526- PREPARED BY: AUBREY PALMER 12/ 1/83 -------------------------------------------------------------------------------- FROM *1 TO $800. POINT NORTHING EASTING POINT NORTHING ================================================================================ 21041.287 21503.303 202 21150.153 21650.648 20574.127 22076.245 204 21217.243 2I761.062 21294.829 21919.373 206 2I6I6.387 2l761.78I 21393.590 22042.131 208 21618.435 22220.817 2l796.673 21996.537 210 21952.738 22236.774 22344.609 21982.204 212 22616.026 22400.007 23099.081 22522.010 214 22431.484 21937.221 21118.042 21607.187 216 21897.690 22234.651 21982.142 22181.709 218 21982.142 22181.710 21982.141 22181.709 220 22068.092 22130.610 22068.092 22130.611 222 22068.091 22130.610 22157.200 22085.280 224 22157.200 22085'.281 225 22157; 199 22085.279 226 22078.193 22128.721 227 22078.193 22128.720 228 22078.194 22128.722 229 21990.467 22176.722 230 21990.466 22176.721 231 21990.467 22176.723 232 22071.437 22130.531 233 22071.437 22130.532 234 22071 . 436 22130~530 235 22159.930 22083.962 236 22159.931 22083.962 237 22159.930 22083.961 238 22075.534 22130.176 239 22075.533 22130.175 240 22075.534 22130.177 241 21987.807 22178.177 242 21987.807 22178.176 243 21987.808 22178.177 244 2j,904.079 22232.852 245 21904.079 22232.851 246 21904.080 22232.853 247 21820.365 22287.551 248 21820.365 22287.550 249 21641.104 22174.966 250 21649.544 22181.673 251 21693.399 22209.274 252 21697.766 22200.278 253 21889.171 22203.266 254 21897.339 22221.522 255 21930.947 22203.231 256 22061.347 22118.519 257 22055.899 22110.133 258 22181.687 22028.418 259 22192.583 22045.190 260 22323.077 21960.417 261 21820.366 22287.552 262 21749.541 22317.823 263 21749.542 22317.822 264 21749.540 22317.824 265 21671.108 22255.788 266 21671.109 22255.787 267 21671.108 22255.789 268 21601.200 22200.430 269 21601.200 22200.431 270 21601.201 22200.429 271 21689.644 22245.9f19 272 21689.644 22246.000 273 21689.645 22245.998 274 21788.340 22258.570 275 21788.340 22258.571 276 21788.340 22258.569 277 21885.383 22236.627 278 21885.384 22236.628 279 21885.383 22236.626 280 21912.907 22195.861 281 21912.908 22195.860 282 21912.907 22195.862 283 21815.611 22172;764 284 21815.611 22172.763 285 21815.611 22172.7b5 286 21718.315 22149.667 287 21718.315 22149.666 288 21718.315 22149.668 289 21621.019 22126.570 290 21621.019 22126.569 291 21621.019 22126.571 292 21523.723 22103.473 293 21523.723 221"03.472 294 21523.723 22103.4'74 295 21485.762 22108.719 296 21485.761 22108.720 297 21485.762 22108.718 298 21564.873 22169.886 299 21564.873 22169.887 300 21564.874 22169.885 USEr. F"OJENTS IN COORDINATE TABLE .CRP526- PAGE 4 PREPARED BY: AUBREY PALMER 12/ 1/83 -------------------------------------------------------------------------------- FROM U TO f.800. POINT NORTHING EASTING POINT NORTHING EASTING =========================~====================================================== 301 21766.916 22331.566 302 23493.526 21251.300 303 21753.681 22321.097 304 21643.985 22231.053 305 21643.984 22231.054 306 21643.985 22231.052 307 21723.096 22292.220 308 21723.095 22292.221 309 21723.096 22292.219 310 21726.608 22294.798 311 21726.609 22294.798 312 21726.608 22294.799 313 21647.636 22233.452 314 21647.636 22233.451 315 21647.635 22233.453 316 21568.663 22172.106 317 21568.664 22172.105 318 21568.663 22172.107 319 2.1651.517 22219.293 320 21608.489 22206.260 321 21786.206 21981.567 322 21938.154 22224.429 323 22347.102 21968.568 324 22611 .360 22390.936 325 23086.478 22540.902 326 21651.517 22219.294 327 21651.518 22219.292 328 21748.353 22242.854 329 21380.720 22026.110 330 21598.605 22198.443 331 21776.322 21973.750 332 21923.367 22219.611 333 22331.947 21975.247 334 21748.353 22242.855 335 21962.027 22191.887 336 21748.354 22242.853 337 21847.906 22238.206 338 21847.906 22238.207 339 21847.906 22238.205 340 21942.126 22205.725 341 22333.436 22628.162 342 21942.126 22205.725 343 22112.920 22099.339 344 21892.403 21570.517 345 22186.494 22062.240 346 21942.125 22205.724 347 21910.206 22184.795 348 21910.206 22184.794 349 21910.206 22184.796 350 21655.578 22153.427 351 21871.555 22168.156 352 21880.353 22186.117 353 21929.615 22153.815 354 21953.657 22134.356 355 21965.849 22150.210 356 22054.429 22093.640 357 22040.547 22067.045 358 22089.827 22043.961 359 22130.914 22024.652 360 22135.564 22033.505 361 22160.830 22019.329 362 22219.408 21984.294 363 22229.674 22001.459 364 22316.548 21949.501 365 21810.289 22180.713 366 21810.289 22180.712 367 21810.289 22180.714 368 21710.373 22176.630 369 21710.373 22176.629 370 21710.373 22176.631 371 21610.456 22172.548 372 21610.456 22172.547 373 21610.456 22172.549 374 2161.4.115 22201.669 375 21614.114 22201.669 376 21614.115 22201.668 377 21707.502 22236.469 378 21707.502 22236.470 379 21707.502 22236.468 380 21806.910 22243.578 381 21806.910 22243.579 382 21806.909 22243.577 383 21904.299 22222.419 384 21904.299 22222. '420 385 21904.298 22222.418 386 21973.660 22187.389 387 21973.659 22187.387 388 22017.118 22158.992 389 21961.030 22195.640 390 22731.812 23375.282 391 22076.430 22127.831 392 22161.603 22083.083 393 22141.145 22093.831 394 21874.665 21586.614 395 22181.129 22070.722 396 21538.665 22148.803 397 22322.710 21960.656 398 21565.199 22114.644 399 21534.091 1'53.788 400 . 23060.936 22681.859 . . USED PO:O:NTS IN CODRD,INATE TABLE .CRP526- PAGE 5 PREPARED BY: AUBREY PALMER 12/ 1/83 -------------------------------------------------------------------------------- FROM, *1 TO *800. POINT NORTHING EASTING POINT NORTHING EASTING ================================================================================ 401 23060.944 22681.863 420 22515.913 23080.069 421 22259.913 22860.851 422 22393.350 23170.345 423 22359.J.33 23J.85.098 424 22510.362 23535.'858 425 22201.475 23311..155 426 22144.814 23389.043 427 2J.913.149 23220.516 428 21917.080 23506.968 429 22566.173 2302J..376 430 22501.129 23097.332 43J. 22245.130 22878..115 432 22378.567 23187.609 433 22347.591 23200.964 434 22498.820 23551.724 435 22189.933 23327.021 436 22431.126 23159.180 440 21538.665 22148.803 441 21569.338 22109.317 4"42 21581.607 22093.522 443 21621.093 22124~'195 444 21651.766 22084.709 445 21656.353 22088.272 446 21860.685 22114.303 447 21880.479 22160:218 448 21915.083 22142.002 449 21920.412 22150.463 450 21924.097 22148.099 451 21928.210 22145.412 452 22048.525 22074.715 453 22113.240 22040.715 454 22138.758 22026.364 4C'1::- 22143.907 22034.937 OJ..! 456 22154~385 22028.476 457 22227.482 21982.202 458 22238.179 21999.100 459 22315.900 . ~~9 499 22161.603 22083.084 500 ~23~JJ.OD2-"9-, - :1-2 501 23011 . 002 22696.370 502 23085.630 22499.524 503 23104.473 22505~ 144 504 23095.099 22544.030 505 23080.779 22604.359 506 23062.876 22601.883 507 23036.299 22601.554 508 23028.426 22595.795 509 22969.977 22625.508 510 22945.949 22641.091 511 22930.023 22686.646 512 22935.469 22693.434 513 22805.907 22792.514 514 22895.013 22751.643 515 22949.920 22715.498 516 22967.438 22698.686 517 23033.446 22672.623 518 22998.197 22642.619 519 23064.909 22642.057 "/DJ ..,~" (,.O,~'1Y iC1'1m I"""" 1r"1r1 ''''''''' ,,,,,,,,, ;t'OC'I"'l jf'l'lt'C"'l r1"H'I1 )~~rt"\ i i m~~ I """" I "''''' I .' 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SURVEYS JEFFERSON COUNTY JOB ,~ 2 PROJ.ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- LINHILL- LOT.1 From 398 (21565.199.22114.644) To 398 (21565.199,22114.644) CRS FROM TO DISTANCE FEET DIRECTION NORTHING EASTING ================================================================================ 456 457 86.513 N 32 20 08.3 W 22227.482 21982~202 457 458 20.000 N 57 39 51.4 E 22238;179 21999,,100 458 459 91.985 N 32 20 08.6 W 22315'.900 21949.899 459 397 12.730 N 57 39 51.4 E 22:~22.. 7:L 0 21960.656 397 259 155.174 S 33 00 32.0 E 22192.583 22045.190 259 258 20.000 S 56 59 28.0 W 22181.687 22028.418 258 257 150.000 S 33 00 32.0 E 22055.899 22110.1,33 257 256 10.000 N 56 59 28.0 E 22061.347 22118.519 256 255 155.500 S 33 00 32.0 E 21930.947 22203.231 255 254 CENTER = 209 ROTATION CW 21897.339 22221. tj22 8 54 12.0 RADIUS 246.479 CHORD 38;262 BEARING =,8 28 33 26.0 E ARC 38.301 TANGENT 19.189 254 '=?53 20.000 S 65 53 40.0 W 21889.171 22203.266 253 252 CENTER = 209 ROTATI ON CW 21697.766 2=~200. 278 50 00 00.0 RADIUS = 226.479 CHORD 191.428 BEARING = S 0 53 40.0 W ARC 1,97.640 TANGENT 1.05.609 28 252 251 1.0.000 S 64 06 20.0 E 21693.399 22209.274 29 251 250 CENTER = 209 ROTATION CW 21649.544 22181.673 DELTII 12 34 48.0 FIIIDIUS = 236.479 CHORD 51.818 CHOF{D BEARING = S 32 11 04.0 W ftRC 51.922 TANGENT 26.066 30 250 398 107.735 S 38 28 28.0 W 21565.199 221,14.644 CLOSURE ERROR = .000 'AREA ., 41806.324 SQUARE FEET, 0.9597 ACRES ~-~-~-~~----~-------------------------------_._---------------------------------- J~FFERSON COUNTY DEPT. OF PUBLXC WORKS COURTHOUSE, PORT TOWNSEND. WA. 98368 206 385-3505 SUBDIVISION "LINHILL' - LOT .1 12/16/83 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY -------------------------------------------------------------------------------- JOB 'I, 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER LINHILL - LOT .1 Fr-ol1l 398 (21565.199,22114.644) To 398 (21565.199,22114.644) DISTANCE FROM TO FEET I'IRECTION NORTHING EASTING ================================================================================ 1 398 442 26.746 N 52 09 35.0 W 2158l..607 2 442 443 50.000 N 37 50 25.0 E 21621,.093 3 443 444 50.000 N 52 09 :~5. 0 W 21651.766 4 444 445 5.808 N 37 50 25.0 E 21656.353 5 445 446 CENTER - 1,21 ROTATION CCW 21860.685 2211.4.303 61 09 38.2 RADIUS = 202.442 CHORD 205;983 BEARING = N 7 15 35.9 E ARC 216.097 TANGENT l.19.630 446 447 50.000 N 66 40 46.8 E 21880.479 22160.218 7 447 448 CENTER '" 121 ROTATION CCW 21915.083 DELTA 8 53 04.8 RADIUS = 252.442 CHORD CHORD BEARING = N 27 45 45.6 W ARC 39.145 TANGENT 8 448 449 10.000 N 57 47 42.0 E 21920.412 9 449 450 CENTER = 121 ROTATION CCW 21924.097 DEL T A 0 57 20.7 RADIUS - 262.442 CHORD CHORD BEARING = N 32 40 58.4 W ARC 4.378 TANGENT 10 450 451 4.913 N 33 09 38.8 W 21928.210 22145.412 11 451 452 CENTER = 390 rWTATION CW 22048.525 22074.715 DELTA 5 26 39.7 RADIUS = 1469.135 CHORD 139.548 CHORD BEARING = N 30 26 18.9 W ARC 139.600 TANGENT 69.853 12 452 453 73.103 N 27 42 59.1 W 22113.240 22040.715 453 454 CENTER - 394 ROTATION CCW 22138.758 3 16 14.2 RADIUS = 512.958 CHORD BEARING = N 29 21 06.1 W ARC 29.281 TANOENT 14 454 455 10.000 N 59 00 46.8 E 22143.907 22034.937 15 455 456 CENTER = 394 ROTATION CCW 22154.385 DELT/\ 1 20 55.4 RAD IUS 522.958 CHORD CHORD BEARING = N 31 39 40.9 W ARC 12.310 TANGENT ..JEFFERSON COUNTY COURTHOUSE.. F'OIRT 206 385~3S0~ ---- ---- ---- --- - --------- ----- ------- - - --- ---- - - --- -- -- - -------- -------- ------ ----- DEPT. OF PUBLZC WORKS TOWNSEND. WA. 98368 . . . SUBDIVISION 'LINHILL' - LOT $4 PAGE :2 12/ 6/83 COUNTY ROAD PROJECTS/ MISC. SURVEYS JEFFERSON COUNTY -------------------------------------------------------------------------------- JOB ,t 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER LINHILL - LOT H FroITI 439 (23087.378,22519.054) To 439 (23087.378,22519.054) DISTANCE CRS FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ 16 479 480 CENTEf~ = 434 ROTATION CCW 22165.673 23309.373 I'ELTA 30 38 32.8/ RAD,ruS = 411.972 CHORD 217.711 "CHORD BEARING = S 38 38 39.6 E ARC 220.327 TANGENT 112.867 17 480 481 76.697 S 53 57 56.0 E-- 221,20.554 23371.395 18 481 482 60.000 N 36 02 04.0 E 22169.074 23406.691 19 482 483 76.697 N ~j3 57 56.0 W 222140193 23344.669 483 484 CENTER = 434 ROTATION CW 22359.468 30 38 32.8 RADIUS = 351.972 CHORD BEARING = N 38 38 39.6 W ARC 188.239 TANGENT 21 484 485 33.733 N 23 19 23.2 W 22390.445 23215'.157 485 486 CENTER = 431 ROTATION CCW 22523.916 23116.845 26 06 10.0 RADIUS = 367.034 CHORD 165.771 BEARING = N 36 22 28.2 W ARC 167.213 TANGENT 85.083 486 460 60.094 N 49 25 33.2 W 22563.003 23071.200 460 462 CENTER = 410 ROTATION CW 22817.606 22833.650 12 49 14.8 RADIUS = 1559.410 CHORD 348.213 BEARING = N 43 00 55.8 W ARC 348.941 TANGENT 175.202 462 463 205.485 N 36 36 18.4 W 22982.562 2271-1.120 463 464 CENTER = 414 ROTATION CCW 23092.811 22577.246 27 50 41.8 RAIIIUS = 360.393 CHORD 173.427 BEARING = N 50 31 39.3 W ARC 175.146 TANGENT 89.338 464 469 560194 N 64 27 00.2 W 23117.047 22526.548 469 439 30.601 S 14 10 28.0 W 23087.378 22519.054 'PERIMETER =2787.695 CLOSURE ERROR = .000 AREA = 82532.313 SQUARE FEET , 1.8947 ACRES '------------------------------------------------------------------'-------------- ~EFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE~ PORT TOWNSEND~ WA. 98368 206 385-3505 ./ PAGE 1 'LINHILL' - LOT ~4 12/, 6/83 COUNTY ROIID PROJECTS/ MISC. SURVEYS JEFFERSON. COUNTY JOE< ,~ 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER ,.,4 From 439 (23087.378,22519.054) To 439 (23087.378,22519.054) DISTANCE FROM TO FEET DIRECTION n NORTHING EASTING ===================~===========================;================================= , 439 466 30.601 S 14 10 28.0 /' 23057.708 22511.561 W , 466 465 44.122 S 64 27 00.2 E/ 23038.678 22551.368 465 473 CENTER = 414 ROTATION CW 23024.974 22576.813 5 30 52.2 RIIDIUS = 300.393 CHORD 28.901 BEARING = S 61 41 34.1 E ARC 28.912 TANGENT 14.467 473 472 20.000 S 31 03 52.0 W 23007.842 22566.493 472 467 CENTER = 414 ROTATION CW 22934.858 22646.899 22 19 49.6 RADIUS = 280.393 CHORD 10E!. 590 BEIIRING = S 47 46 13.2 E ARC 109.280 TANGENT 55.342 467 470 21.533 S 36 36 18.4 E/ 229.17.572 22659.739 470 471 20.000 N 53 23 41.6 E 22929.498 22675.794 471 468 183.952 S 36 36 18.4 E 22781.829 22785.484 468 461 CENTER -, 410 ROTATION CCW 22517.430 23032.174 12 49 14.a/ RADIUS = 1619.410 CHORD 361.611 BEIIRING = S 43 00 55'.8 E ARC 362.367 TANGENT 181.943 461 474 60.094 S 49 25 33.2 E./ 22478.343 23077.819 474 475 CENTER = 431 ROTATION CW 22446.263 23110.097 8 3000.0 RADIUS = 307.034 CHORD 45.508 BEARING = S 45 10 33.2 E ARC 45.549 TANGENT 22.817 475 476 20.000 S 49 04 26.8 W 22433.161 23094.986 476 477 CENTER = 431 ROTATION CW 22358.771 23141.694 17 36,10.0 RIIDIUS = 287.034 CHORD 87.838 BEARING = S 32 07 28.2 E ARC 88.184 TANGENT 44.442 477 478 20.000 N 66 40 36.8 E 22366.690 23160.060 478 479 33.733 S 23 19 23.2 E/ 22335.713 23173.416 ------------------------------------------------------------------------------ JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE~ PORT TOWNSEND~ WA. 98368 206 3e5-3S0~ . DESIGN TRAVERSE "LINHILLPOOP' f'lo.-JI" )i c!Ol!.- .t3~.q:N 1'1-ZtJ --r;; :I--rA-L-r ,- c ()i- /fA;J~ "';:c_ L-v-'?y LG-6?'1/ be$u!/pTit>N 11/22/83 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY JOB * 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER ------------------------------------------_____________flN________________________ LINHILLPOOP FrolTl 104 (21118.099,21503.281) To 104 (21118.099,21503.281) DISTANCE CRS FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ 1 104 215 103.907 S 89 58 05.9 E 21118.042 21607.187 2 215 202 54.037 N 53 32 28.0 E 21150.153 21650.648 ':!O2 204 CENTER = 203 ROTATION CW 21217.243 21761.062 10 21 00.0 RADIUS = 716.197 CHORD 129.199 BEARING = N 58 4258.0 E ARC 129.375 TANGENT 64.864 4 204 205 176.300 N 63 53 28.0 E 21294.829 5 205 207 CENTER - 206 ROTATION CCW 21393.590 DELTA 25 25 00.0 RADIUS = 358.099 CHORD CHORD BEARING = N 51 10 58.0 E ARC 158.854 TANGENT 207 399 179.465 N 38 28 28.0 E 21534.091 399 398 50.000 N 51 31 32.0 W 21565.199 398 104 757.406 S 53 49 16.9 W 21118.099 PERIMETER = 1609.344 CLOSURE ERROR = .000 /\RE/\ = 58101.384 SQUARE FEET, 1.3338 ACRES JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE. PORT TOWNSEND. WA. 98368 206 383-3305 -------------------------------------------------------------------------------- . . DESIGN TRAVERSE 'LHSL3A' PAGE 1 121 6183 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY JOB * 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- From 439 (23087.378,22519.054) To 439 (23087.378,22519.054) DISTANCE FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ 439 415 50. 158 S 64 27 00.2 E 23065.745 22564.307 :2 415 413 CENTER = 414 ROTATION CW 22964.673 22687.037 27 50 41.8 RADIUS = 330.393 CHORD 158.991 BEARING = S 50 31 39.3 E ARC 160.566 TANGENT 81.902 3 413 411 205..485 S 36 36 18.4 E 22799.717 22809.567 4 411 409 CENTER = 410 ROTATION CCW 22540.216 23051.687 DELTA 12 49 14.8 RADIUS = 1589.410 CHORD 354.912 CHORD BEARING = S 43 00 55.8 E ARC 355.654 TANGENT 178.573 5 409 430 60.094 S 49 25 33.2 E 22501.129 6 430 432 CENTER = 431 ROTATION CW 22378.567 DELTA 26 06 10.0 RADIUS = 337.034 CHORD CHORD BEARING = S 36 22 28.2 E ARC 153.546 TANGENT 432 433 33.733 S 23 19 23.2 E 22347.591 23200.964 433 435 CENTER = 434 ROTATION CCW 22189.933 23327.021 30 38 32.8 RADIUS = 381.972 CHORD 201.857 BEARING = S 38 38 39.6 E ARC 204.283 TANGENT 104.648 435 426 76.697 S 53 57 56.0 E 22144.814 23389.043 426 439 1282.695 N 42 42 25.5 W 23087.378 22519.054 PERIMETER =2582.911 CLOSURE ERROR = .000 17940.183 SQUARE FEET , 0.4110 ACRES -~~~-~~-~----------~------------------------------------------------------------ JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE~ PORT TOWNBEND~ WA. 98368 ::206 385-350. . DESIGN TRAVERSE 'LHSL2A' 11/18/83 COUNTY ROAD PROJECTSI MISC. SURVEYS JEFFERSON COUNTY JOB '" 2 PROJ. ENGR.: G.ROWE/B.LAURIE PREPARED BY: AUBREY PALMER -------------------------------------------------------------------------------- From 329 (21380.720,22026.110) To 329 (21380.720,22026,110) TO DISTANCE FEET DIRECTION NORTHING ===========================================================~==================== 329 120 255.808 N 37 50 25.0 E 21582.738 22183.039' p,C-, ~~SC$ 1~-S CENTER 120 '" 121 ROTATION '" CCW 21956.916 22198.328 71 00 03.7 RADIUS '" 322.442 CHORD 374;491 '" N 2 20 23.1 E ARC 399.571 TANGENT 230'! 000 /7. 7~9 I 7" .t/e.' /'I'~ 389 4.913 N 33 09 38.8 W 21961.030 22195_.640 391 ,CENTER. '" 390 ROTATION '" CW 22076.430 22127.831 5 26 39.7 RADIUS '" 1409.135 CHORD '133.849 '" N 30 26 18.9 W ARC 133.899 TANGENT 67.000 "I, b6C, t 0'1 oJ} :,,56"? 393 73. 103 N 27 -42 59..0 W 22141.145 22093.831 395 CENTER '" 394 ROTATION CCW 221,81.129 22070.722 4 37 09.6 RADIUS '" 572.958 CHORD 46.181 '" N 30 01 33.8 W ARC 46.193 TANGENT 23.109 I(.~ .~ 333 178.498 N 32 20 08.6 W 22331.947 329 952.586 S 3 03 38.7 E 21380.720 1'1 [,q ,1"-" y.,-; "/',;/Itn f" /:", ,/ ", /Z,"iO L" " 1-' PERIMETER =2044.572 CLOSURE ERROR .000 ,) ~'l, 5/1 21, '2." JEFFERSON COUNTY DEPT. OF PUBLIC WORKS COURTHOUSE, PORT TOWNSEND. WA. 98368 :206 385-3505 -------------------------------------------------------------------------------- 140372.235 SQUARE FEET , 3.2225 ACRES . . , ' , ,,, '" .. ' ': ' , ': ~ 'J,o , ,,,' " - "~~':"""i " ,:,' C: ; , ': ' i " ':. '" ',' .', '" ,,' ,.:. :.:,,:" ''',' . ,; "; :i' " q:, : H, ': ': ,", " ~' · q' ,-r' ""~;,', " ,.,.' 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Hoo_Project No.//I'5c.Z :::::::d By ~ /;;_ ~ ~~~ Ie H /L-~e .. :;;~/83 Checked By Da te Shee t_of ~ F STATION ~ c/ FACTOR a . F A L. a 9 16 17 IS la 24 25 I-- -L..-L@.~.fu-;-o Ii F /..3,~ 0 , , , , , I , I . I , . " I I I , , I , + . , , , , L--L......L-L , , , , i , I , i , I I t ! , I t -'--- . , , ---1.- . L...:...L..._..J~'~_ - _---,-'-J_J .. , , " ~- --'----L-.L.._L--L- I-- I----i-__L_..L_L-L.__l.. , I , . , , , ___L-1..____L_L_ . I , ---'-- , , L......L-L-L-J '1-L-.1 , ...L...J-L L......L.- . ....l-...L....'---'---- . - _--L-L--L-.l.....-J.-I.......:..L-_ -- . - _-L---'---.l~L-.L_L_L. , J........J-.J------1-L-L , . OVERUPPING EQU'TlON NO. r- STATE OF .WASHINGTON DEPARTMENT OF "RANSPORTATION . SUBMIT4!p BY,.. d ~~,.... .....'...... :~:',:':" IJ.~ F.F, ,C,o,;I,U/), ,W;~ Address ~ttJPA'cV:5E m/-lT ~dsP~t!.~U Zip COde 9!5.%8 T(!l-';~~ ;f;?6 '-7061- TRANSMITTAL LETTER - ENGINEERING PROBLEMS BILLING INFORMATION . .. pr:)J,ct'No.I;)L.1 01 a/~.1 II # II I II &1 0,. usr.: ONLY LIMW ~ 7. 10 II 111 %0 orll.NO.~~ 23 Z4 GroupW ZII 2.9'0 315 Function" L.t-.LJ...J.-l c.s.1 I t f 'I t I Olst. No. 0 37 :15 37 ". Description ILl' IN,D,61E",Yr' iI+, IlL ILl l~tL,( If} lEI J II ., TYPE OF SUBMITTAL. (CHECK ONE) D, ~OAOWAYELEVATION o DESIGN QUANTITIES OR BASIC EARTHWORK 0, PLOTg:~I~~ns sse~~~~~~;:,~w~PLATES ~", (Fill In Sectlon II belowl ~EARTHWORK EDIT 0', COGO (~~I~~~e~t~~nA~~;;Eo:~;I~ ~~d;~cllon IV on other side to save or restore Flies.) S,R. NO~ I I' I I :Jet 4' ,&4/ 70 EXTRA COPIES ....... o GEOMETRV -ALL OTHERS o PRECISE LEVELS o SIX FACTOR o RETAINING WAl..l.. QUANITITIES D BAR 1..IST SPECIAL INSTRUCTIONS 7. oal.~ " ~la.31 n R/uD .. D CRITICAl.. PATH D ENGINEER'S ESTIMATES o X -SECT. COMBINATIl:)~ o 01har .................................................................................:........ SECTION I DESIGN QUANTITIES OR BASIC EARTUWORK ENTER APPROPRIATE 'FILE NAME(S) X--SECTlON Fll..E \~ t 0111 SI T IDI~';.I ~Y~E t (- I CI I O~G: Nb. It- I (XSEctSTGEI 1"!OIIISITI .!-IM1RIGI'EI-I'CI I It" I I-I I I I I. I I 12 DIST. OAG. NO. NAMII!: MERGED FILE Pl..OT FILE I- ,01 , ,SITl ,. , P I L 10 IT I - 1 C I , , I , , 1-' , I I .. DIS'''. ORG. NO. NAME . 10, IISl T! I- tS ITrGI E t- C, " I , STAGED X-SEC. FILE , , , I I , I I I .. UIST. ORG. NO. NAME HALO OFFSET Fll..E I ""I D" , I S I T IDIJT~ 1 H I A I LI 0 I- IC 1 I , , , , " I , , I 1 1 U OAG. HO, NAMIIt I I I NAME 1'1:11 . I 1.a.J .. (NEW/OLD) I I of) I , I PI- I 11 I. I S I- I . , hJ ., DESIGN QUANTITY LISTINGS 'Cheek BOle !f.!iQ! required! DpAOFll..EGRAOE QATA 0 Pl..OT OF CATCH POINTS o PAVEMENT EL.EVATlONS 0 TEMPl..ATE ELEVATIONS o 5TAKINGOATA 0 QUANTITIES o MA5S0lAGRAM PLOT BASIC EARTHWORK LISTINGS (ChKk Bole ~ Rflqulnd) o STAKING REPORT o TEMPl..ATE ELEVATIONS o QUANTITIES o MASS DIAGRAM PLOT X-SECTION FILE SECTION II ENTER APPROPRIATE FILE NAMEt51 PLOT CROSS-=SEcTIONS/n:~tPLATES~~~= ! , I NAMr.: 1'~ .. PL.OT riLE (conl"ins Tl'tnlpl"te" "f vpE Of'" PLOT 1 0 )(5(C Olll.... o lEMP Onlv 9 DDOTH STATION LIMITS FOR PI.OTTlNO DOT ~~e'i'.~~','~~I""OHTI I'" D, I. s; T I- , , I I I- 1 C, 12 DIST. l)(s~tflTGIIt' I :t' 0 1115 I T tDI~T: I P I L I 01 Tl - I C I . 1'1 ! '-I ORG, NO. I I I I ,-, ORG. NO. I I I NA""'r.: . t' lill .. THE "Ol.~~~ O~TIONAL'II!, ~_~~!'h TME VALUES IN ..ARIltHTHEaCs WI...L .~r.D SCAL.[ VERT, SPACE On. PAPER SIZE Spac. HO,~~;~::,r In~~~t1C.' ~~~~~~7 p:~a~::k (Z'''papwl u;::~~" ct;p ~~1.J ~ 0 0 lJ. r~~ BEGINNING STATION ---.- u ., NOT. ,...EA......: _LANK SECTION III F.. RTHR'ORK EDIT (Grose-Sections/Telates) List, Edit, Load, Modity, Change 1D, Delete, Contour Interpolation) ENTER gPpROPRIATE FILE NAMEIS) L ~• / / NEW FILE ~I~p r~l •1X1511-~1`IICI~ILI DIUI/161 IL,NLS, LI II Ix /srec/M RCCI o' nnMe Earthwork Edit OLD FILE D I S T ' Iz 01sT. ~ C ~'1 ~ J ^ R EPLACE Ixstc%fTeel rvwM 2~' PROJECT.CONTROL'INFORMATION IUSED FOR REPORT HEADINGSI :~ PROJECT LINE RUN C.S. N~¢~~ S.R. DIST. ENGINEERS NAME S_ I ~ `s-~'~I ,~ ~, pa V I L ~e0 ~? ~ .8i .ILIt41t1r211 rEf l I 1 -~ ,PROJECT a - u,~ TITLE 411 Itt151 E141 III II LI LI 151 LI II.~L EI _I II I 1 1 1 I I al I I I I 1 1 1 la TYPE OP REOU EST -~IGH ECK ONE) col. col. 21i "' =g PROJECT LINE RUN 1 ,. ^ XSECTION/TEMPLATE LISTING ONLY g ^ CHANGE IDENTIFICATION IP.olfet-LinrRun) 2 ^ EDIT LISTING ONLY 6 ^ DELETE XSECTIONIS) OR PROJECT 9 (~~' LOAD AND EDIT NEW X-SECTION/TEMP. T ^ LOAD ANO EDIT NEW STADIA % • SECTIONS/TEMP. fdJ, OR REPLACE OLD XSECTION/TEMP.FILE OR REPLACE OLD STADIA % SECTION/TEMP, FILE I 4 ^ MODIFY AND EDIT OLD XSECTION 6 ^ CONTOUR INTERPOLATION LIST CONTOUR•INT. I THE STATION LI MITSREFER TO ~ CROSS-SECTIONS (E nl•rX ). (.TEMPLATES IE nI•r.A/B/C/D/) STATION LIMITS EDIT LIMITS ~~--~-- BEGINNING ENOING VERT. HO RIZ. STA. STATION STATION ao•I •o•I ofSaT. ELEV. " '7 • '_" --~ ~ ~ ,_~ - - o fzs• ELEV. CHANGE ~l0 ! :lZ :,1. 131I.1~D 1 _1_L_ ._L _L .L, G O 1 _( 1 ~_1. I-1_i_L_1_.~_.L- _.L ..L. -L1_ 1! G .L._LL...~_1:_i L . _ __..L.t . _L.LJ.__..._.L -t.1_ L_.L_ _L- yi- L.L_L_L-._L~ ~ .._L_Ll_~_L..e _~_ _1_L L '' ' OvrlapQlny EQ Pation Nn.___ _ __ __ _ IF BLANx in• Varw In Pa rentnafm WIII O• UseO ~ SECTION IV -- ~ COGO - IIALO - 'fIiAVERSF: -- - - -- ---- ENTER APPROPRIATE FILE NAMEISI N NEW.C0001'ILE L111D IL-~--DiS~, L(~~s~~ilfa~l ICI IO IOI 1 II 1 111 1 I I'1 .1 .y R NAML • ,I OLO .LOGO PILE 4 Li o11.1.~.!SL1~.1S.IOI GI OIICI I I I oL!•I I 1_I 1 1 I • 1 I . ors. onc. H NwMC ^ REPLACE ' %•SECTIUN FILE'• (, ~D_j I I S' T 1 I ' I L. I I 1 ICI one Fro "L~'-L"'1~ AMti L~1--1-L-~J-~{II z 01sT. Ixacclsinc cl INEW/OLDI nnLo OFF'sEi r:•IL[• I D1115 ~To1 1•rH1 AI L101.•LC • -L_L_ 1 I I I 1. 1 ~~_ I I l 1 r r I. 1 H 1. 1 I J_1.1,f . OPG. NO. MC .T • HALO REO UESTONLY .REMARKS OOT eivuio~ il.^cn A ~,~, _ .~ :v~ - ~` MICRO~IL~M rt 3~, CERTIFICATE COUNTY OF KING ) STATE OF WASHINGTON ) x€ The papers and documents appearing on this roll of film were photographed by your affiant and that said. papers and documents are true and correct r-?; copies of the originals thereof. as the same .appeared on record in the ' :custody of the Jefferson County. Clerk. The microfilming of the papers ` -and documents as aforesaid was done in the pursuance of, and in conform- o ' i~ ance with provisions of the statutes in these cases made and provided ~ i .for as they appear in Title 40; of the Revised Code of Washington. ~ ry ~ _ I, the undersigned, do hereby certify, under penalty of perjury, that the above statement is true and correct. f .. 3 gnature, ~ Date ~ Northwest Center Industries Micrographics Department ~. v s d ~ ,~ ~ rntE ~ ~~i 55 r t 1 f d 1 r m r ~ ~,c ~ ~ ~ 4 ' i i ~ ~ h i bt y~ Yi a'4 ~ ~ r I „ ~ ~ P r~~ P.1 e°_ r', x ~~_ ~qre~ ~ x ~ .. h.v I'~~f(~,MA 4 ,~ lk"~' r~~ r i t ~ rn"~