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HomeMy WebLinkAboutSurvey Control Diagram ~ @ w Z ~ C\J 2 ~ 'M -CD :3 Wo- a: ! w Oen I ~ ~ ~ ~ 0 Z f- i . ~ t5 U) fii I I- a: ;!I U w ~ ::)0 !1 o a: ~ O@ a: a: 0- 8 ~ BASIS OF BEARINGS: WASHINGTON STA TE COORDINA TE SYSTEM, NORTH ZONE (NAD 1983/1986 ADJf) AS DETERMINED FROM TIES TO THE 1991 JEFFERSON COUNTY GPS PHOTO CONTROL SURVEY STATIONS # 9155, 9153, 9163, 9164, 9165 AND 23 (JCIA) DISTANCES SHOWN HEREON ARE GRID DISTANCES WITH A COMBINED FACTOR OF 0.99994, MUL TIPL Y BY 1.00006 TO OBTAIN GROUND DISTANCES. a: w CO ~ :J 2 ~ 2 ~ a.: Cl COORDINA TE LIST CONTROL DIAGRAM SECTION 34, TOWNSHIP 30 NORTH, RANGE 1 WEST, ~M. JEFFERSON COUNTY, WASHINGTON PREPARED FOR JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Node ID 23 101 111 112 113 114 115 116 117 118 119 120 121 122 130 131 132 133 134 136 137 138 139 140 141 142 143 144 145 146 147 350 400 401 404 405 406 407 408 409 410 411 412 414 553 553 601 602 603 604 605 606 607 608 611 612 613 614 615 616 617 618 621 622 622 623 624 628 629 630 631 632 633 1170 9153 9154 9155 9163 9165 Northing 390874.47 386133.59 386222.32 386152.99 386090.44 385943. 11 385920.88 385843. 72 386067.48 386233.58 386328.68 386422.68 386695. 72 386992.52 386712.38 388485.99 388603.47 388889.42 388598.88 389673.13 389972.50 390215.86 390166f16 390065.09 389207.12 388824.93 388729.87 388828.58 389218f63 391377.43 390113.44 391368f 33 389447.35 389548.39 391706.42 392043.50 391984.49 391543f62 391526f 32 391975f88 392047.97 391677f92 391939f98 390276.69 387568.87 387568.87 386228.35 386099.63 386240.76 386173f24 386225.97 386347.56 386062.28 386172.51 386541. 75 387084.48 388093.33 388095.57 388117.74 388383.93 388334.93 388319f57 388053.45 387029. 11 387029. 11 387025.07 386196.50 390064.33 389998.39 389367.36 389037.58 3881 33f 33 387112.07 386032.87 386935.35 386218.97 385901.35 389524.81 390088.96 Easting 1157211.63 1162280.64 1165729f05 1166043f51 1166254f 36 1166378f 53 1167123.52 1167353f 71 1167328f18 1167126.27 1167269f21 1167350f81 1167464f56 1167182.25 1160993.91 1160010.74 1159644.46 1159497.22 1159943f 99 1160481.30 1161382.73 1162068.60 1163383f 80 1164805.63 1164789.96 1164786.76 1164777.97 1164791.44 1164793f17 1164860.29 1164804.83 1164853f 63 1159801.84 1160017.27 1158249f 44 1158612.48 1159278.46 1159474.17 1159577.12 1159317.87 1158624f67 1158120.79 1157552f27 1158997f65 1164848f24 1164848f24 1164709.27 1164701.40 1164243.42 1163906.51 1163471.08 1162890.52 1162269.07 1162069.39 1164148.03 1164157.54 1164221.81 1163536.42 1162888.51 1162936.11 1163576f11 1164186.85 1164833f 59 1164820f 39 1164820f 39 1165446f 02 1165429f61 1165020f11 1166360f05 1166549.90 1166515.64 1166318.21 1167032f24 1167346.01 1166979.94 1164792f59 1162145.82 1159416.19 1164447.11 Elevation 1 02f 85 121.76 99.93 98.12 110.83 121.03 113. 41 110.28 78.70 63.51 45.49 44.07 10.45 8.46 123.53 120.31 120.31 122.07 118. 15 104.59 142f 77 146.02 139.19 159.85 131.55 105.64 67.09 106.43 132.34 204.08 160.82 204.32 102f95 101.39 150f 10 187.95 222.07 223.01 239.39 223.06 188f 62 149f52 139f15 104.70 112.32 112.32 109.94 112.63 102f99 80.02 72.22 112.92 122. 17 120.86 106.42 103. 76 117. 05 118.52 114.55 116.66 122f 30 115. 56 118.68 102f60 102f60 103f 63 1 03f 39 156f 73 120f 05 1 OOf 95 90.42 16.07 9.70 80.67 15.14 107.91 122. 72 102.40 154.50 Descrip t ion JCIA BRASS CAP REBAR REBAR PMX PK PK PK SPIKE SPIKE SPIKE SPIKE SPIKE SPIKE SPIKE SPIKE PK SPIKE MON PK SPIKE SPIKE SPIKE SPIKE PK SPIKE SPIKE MON SPIKE SPIKE MON PK SECCORPK PK PK PK PK PK PK ARMY BRASS CAP PK PK SPIKE PK SPIKE HUB/TK HUB WOODR/C CONCMON WOODR/C PK PK WOODR/C PK CONCMON PK PK PK PK PK PK PK PK R/C PK PK PK PK PK PK PK SPIKE SPIKE SPIKE MON EAGLE GPS EAGLEGPS EAGLEGPS EAGLE GPS EAGLE GPS PROCEDURES: THIS CONTROL DIAGRAM IS BASED ON A GROUND SURVEY UTILIZING CONVENTIONAL TRA VERSE METHODS. EQUIPMENT: LIETZ SET-3B, 3" TOTAL STA TION SDR 33 DA TA COLLECTOR DA TE OF SURVEY: APRIL - OCTOBER, 2007 405 410 PK 406 PK 187.95 PK 412 188f62~ - _ ~.~ 409 PK A ,4 ~ PK 139.15/ ~ ~ /' 223.06 ~ / / \\ ~ ~404 ~ 411lQ( \ PK \\ SPIKE ~ 50.1 0 149.52 \ \ \ \ \ \ \ \ \ --- --- -i ;PIKE ~ ::.70 \ \ \ \ ~ I ~~36 - -::::::-- 9163 ~_ - - A-- EAGLE GPS __ --BS: ~ ~~1 102f40 400 101.39 PK I \ 102.95 WEST 1/4 CORNER SEe .34 ~ I \ ~nT~o#'~fr~ ef~~iT~W~~~YT ~~ 133 \- - 12~g~ \ '----" \ 134 " PK A- ~ 118.15 132 ___ SPIKE --A 120.31 131\ PK \ 120.31 \ \ \ \ \ \ \ \ \ \ \ w .- o z NORTH WEST CORNER SEC. 34 A CONCf MONUJAENT MARKED "34 33 28 27" ON TH~ SIDES, WITH A 3-1/2 DIAM. BRASS CAP ON TOP MARKED 'ENGINEER DEPT. U. S. ARMY, SEA TTLE OFFICE, SURVEY MARK" (VISITED 4/07) ~ a::: <( ~ / / / / / / ~~ ci) z o <nw -.- > <( ~o 407 PK 223.01 S 88i 7'06" E -- 2639.44' -- -- -- 408 ARMY BRASS CAP 239.39 I I I N 88-17'06" W -- 2639.44' --T -- -- -- -- ~ @ w Z ~ C\J 2 ~ - CD ~ WrY" ~ 0- ttJ !:i! o en ~ I ~ ~ ~ 2 0 Z f- i . ~ t5 U) fii I I- a: ! ~ ~ ~ Oa: o @ a: a: 0... 8 LL 0) NORTH EAST CORNER SEC. 34 A PK NAIL SET BY AL CARMEN FOR THE CALCULATED CORNER POSITION (VISITED 4/07) a: w (I] ~ :J 2 (!J 2 ~ ;> .:> ~ rl: a I I ~I ex> 0:)1 t"') ~I 1Wa SPIKE 146.02 _ ---- I I ~I o inl ~ (5 I ~I ~ ;,.I~ LO t"') o t"') 0) . ~M~ ~ft_ o (f) . ~ ~ 23 --- ___ JCIA BRASS CAP 102f85 I I ;= I. 00,- o - ;,. ~ ~i~ --- --- '" --- ~ --- --- (J) ~ Q:: ~ ~ f'l) () co - Q) -J >-~ ~ hQ <LL a ~ 00 2: o ,,It..J ()hO(l) 2: 2: C'\J ~ oLu ::s:;. (J)~62 eJctco~ k~ oct tbLu~O JQQQ --- ~ ~ . ~Q: Q: () :' ~:c -- aC) fV) c5~ g: :?: () ():c () ~ () ltJ (J) 139 SPIKE -&13~9 _ 147 PK 160f 82 - 9165@=-~ EAGLE GPS 140 PK 154.50 159.85/ , --- --- 137 SPIKE 142. 7~ ~ ~ ~ ~ ---- L 628 PK 156.73 ---- 629 ~PK \ 120.05 \ \ 630 \ PK ~ 100.95 f --- --- t-- o o N "- t-- o "- ~ ~ SPIKE 104.59 '" ~ fV) 145 SPIKE 132f34 I 631 l SPIKE ~ 90.42 / / / / / 141 SPIKE 131.55 I , --~-- /, I I 144 142 SPIKE SPIKE 106.43 105.64 _________ EAST 1/4 CORNER SEC. 34 - - 143 A 3-1/2" DIAM. CONC. MON MONUMENT WITH A 1-1/2" 67.09 DIAM. ALUM. DISC MARKED "ROA TS ENG". I (VISITED 9/02) I I 621 ~ I t ~:a~68 ~, I "41 \ I 553 A HUB/TK 3: I If 112.32 ~ I 1/ ~I ~ --~~-- , 622 I PK I 102.60 611 I I PK 106.4, I. 603 6011 9154 6241 111 604 /wO~8f~~ WOODR!C EAGLEGPS PK REBAR ~o~ __ -A- _ 109.94 107.9L-~'~ 99.91- N 88-16'10" W -- 2646.36' -- .=-: z w ~ () -- N 88-16'10" W -- 2636.80' W .....J .- i= -- -- ~ @ w Z ~ C\J 2 ~ 'M WCD :3 0- a: ~ o w j:'; I ~ ~ ~ ~ Z tr i . if t5 U) fii I I- a: ;!I U w ~ :JO !1 o a: ~ O@ a: a: 0- 8 LL ~ 616 PK 116.66 r 615 I PK A- 114.55 122.30 PK -A61~ ~ 618 ~PK \ 115.56 ~13 PK /117.05 --- S~~~ ~ 16f07 \ \ \ \ \ \ \ ~~~E 'x\ 9.70 I 122 ---A ~PIKE - - _ (4;- - ~f46 EAGLE9~~~ ~ 15.14 ,121 SPIKE 10.45 11 Vi 120 SPIKE SPIKE 45.49 44.07 SOUTH 1/4 CORNER SECf 35 112 118 A 6" SQUARE SANDSTONE MONUMENT PMX 113 /<( 117 2' BELOW DIRT SHOULDER A T EAST 98f12 PK S6P31K5~ ~ SPIKE SIDE OF NORTH MAPLE ST. TOP OF --@- ___^110 83 . ~78f70 STON~ ~ARKED WITH "x" "1/4 S" - - - - - - ~ . AND T' (VISITED 9/02) \ S 88-33'14" E .. - - 2645.45' - - 1170 114~ - - - ~. l MON PK 115 ~ 80.67 PK 116 SOUTH EAST CORNER SEC. 34 121.03 11341 A 4" SQUARE PYRAMID CONC. MONUMENT f SPIKE WITH BRASS PIN IN BACKYARD OF HOUSE 110.28 530 IRONDALE RD. (VISITED 10/07) I I ~I "I. 010 . 0 ~I~ - <0 o ~ (f) -61~ PK 118.52 ~ v N I"') .q- 00 "" ml"') * I s:: . 1'0 ~~ ~ <5 ,.........,. a::: 0 0<.0 CD 1'0 (/) ""-' --' a::: . . ~ ~x u<( lJ... * ...-- * ........ l.()oo CI) ........1"') x.q- 01"') CD I ~ .1"') 00C) 0.:<.0 ""-' ,.........,. 00 ~<.o '-J 01'0 a::: ""-' r-- .. '-J - w Wz ~ ~O (/):1: CL 0 ~ ~ I / / 612 I PK 1 103.76, 623 PK 103.63 -t--- I I I I I I --- ~ 0:: o 2: a -- ~ C/) ~ G= -1.27'07" A T PROJECT AVERAGE 1 30 '" SPIKE ~ 123.53 ~ I ~ I 606 ~ !L WOODR/C " 112f92A- " 608 1 01 ~___ ~ CONCMON REBAR ~ -- ~ 120f86 ]1111;: /' S ;"2:'50. E " 607 " PK 9155 122.17 EAGLEGPS 122.72 605 PK __72.22 ----A- - ~ @ w Z ~ C\J 2 ~ 'M, WCD :3 0- a: !:i! j? ~ ~ ~ ~ ~ Z f- i . ~ ~ U) ~ I I- a: ;!I U w ~ ::)0 !1 o a: ~ o@ a: a: 0- 8 LL U1 2633.02' SOUTH 1/4 CORNER SECf 34 A BROKEN, VERY ROUGH, TOP OF PYRAMID CONC. MONUMENT. TOP OF MON. IS 0.35 DOWN IN HOMEMADE 12" 00 CONC. RING WITH 6" DIAM. CENTER OPENING (VISITED 10/07) SHEET 1 H _ 400' Scale: -400' I 400' I o I 800' I 1200f I I DISTANCES SHOWN HEREON ARE GRID DISTANCES MUL TlPL Y BY 1.00006 TO OBTAIN GROUND DISTANCES 1 OF 1 DATE: 11-07 - 07 JOB NO. 00419