RECORD OF SURVEY 33-020 - Laserfiche WebLink

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.� • 01 p GPS OCCUPIED POINTS CCS 83 VALUES IN FEET NUMBER NORTH(Y,ft.) EAST(X,ft.) LATITUDE LONGITUDE CONVERGENCE SCALE DESIGNATION DESCRIPTION 122 0260 2176491.717 6326720.344 37 58 10.088739 N 121 18 54.168719 W -0 29 56.39 0.99993642 8S-15 BD IN MON. BOX 0261 2178626.588 6326006.761 37 58 31.132611 N 121 19 3.312891 W -0 30 1 .99 0.99993681 8S-16 BD IN MON. BOX SET 3/4" IRON PIN WITH CAP STAMPED L.S. 4334 IN LEVEE TURNOUT 0263 2179887.776 6325827.877 37 58 43.585289 N 121 19 5.684703 W -0 30 3.44 0.99993705 PACIFIC USCE BO ON IRON PIPE 0266 2148653.515 6336686.408 37 53 35.715664 N 121 16 46.815300 W -0 28 38.42 0.99993225 8S-21 BD IN MON. BOX 0290 2208470.404 6335026.763 38 3 26.931392 N 121 17 13.796645 W -0 28 54.94 0.99994344 9N-13 IRON PIN IN S.J. CO. MON. BOX 0291 2208403.196 6337900.749 38 3 26.504452 N 121 16 37.856383 W -0 28 32.94 0.99994343 9N-14 BD IN MON. BOX ° 0300 2200148.055 6343111.517 38 2 5.317729 N 121 15 31 .869509 W -0 27 52.54 0.99994140 9N-23 CHISELED CROSS ON CURB 0301 2197869.629 6343086.486 38 1 42.791336 N 121 15 31.951439 W -0 27 52.59 0.99994087 9N-24 BD IN MON. BOX �H 0306 2167315.376 6320382.066 37 56 38.817850 N 121 20 12.296642 W -0 30 44.22 0.99993484 10S-2 BD IN MON. BOX p 0316 2150130.108 6329875.750 37 53 49.744143 N 121 18 11.937916 W -0 29 30.54 0.99993242 10S-12 BD IN MON. BOX 0317 2150101.377 6332329.543 37 53 49.667230 N 121 17 41.321623 W -0 29 11 .79 0.99993242 10S-13 BD IN MON. BOX �,� N 0326 2155502.077 6364362.826 37 54 45.562012 N 121 11 2.166601 W -0 25 7.42 0.99993314 11S-4 BD ON CONCRETE PILLAR ' 0328 2152853.828 6364375.593 37 54 19.381575 N 121 11 1.765811 W -0 25 7.17 0.99993279 lis-5 BD IN MON. BOX `' PG&E TRANSMISSION LINE 0340 2163889.606 6332136.190 37 56 5.963933 N 121 17 45.196840 W -0 29 14.17 0.99993431 CORP SEE DETAIL A, THIS SHEET - - - - 0341 2195107.802 6339874.482 38 1 15.228663 N 121 16 11.811280 W -0 28 16.99 0.99994023 WELL 26 SEE DETAIL B. THIS SHEET 1001 2208772.000 6315487.927 38 3 28.218139 N 121 21 18.122267 W -0 31 24.53 0.99994347 HARTE N.G.S. BD ON CONCRETE PILLAR NTS 1002 2208656.505 6316485.311 38 3 27.166288 N 121 21 5.638928 W -0 31 16.88 0.99994344 BENNETT 2 N.G.S. BD ON CONCRETE PILLAR 1003 2184703.610 6327980.602 37 59 31 .379903 N 1.21 18 39.319180 W -0 29 47.30 0.99993800 STOCKTON SW. BASE N.G.S. BD ON CONCRETE PILLAR 1004 2174070.079 6356873.278 37 57 48.577703 N 121 12 37.384440 W -0 26 5.71 0.99993603 ELM N G.S. BD ON CONCRETE PILLAR w H 1005 2171518.769 63372 i 0.247 37 57 21.808745 N 121 16 42.653261 W -0 28 35.87 0.99993556 D9 OFFSET88 U.S.G•S. BD IN SIDEWAI K o 1006 2156434.070 6348474.297 37 54 53.581716 N 121 14 20.524427 W -0 27 8.86 0.99993325 PDX C.0.S. 80 IN MON. BOX BESET 1993 1007 2160826.122 6330564.579 37 55 35.545299 N 121 18 4.486684 W -,0 29 25.98 0.99993385 ARGONAUT N,G.S. BD ON CONCRETE PILLAR z -SET 3- SET 3/4" IRON PIN WITH CAP STAMPED 1 W -0 30 23.36 0.99993397 SJ 141 U.S.C.E.BD ON BRIDGE HEADWALL ui 008 2161713.520 5323061.855 37 55 43.672854 N 121 19 38.224591 L.S. 4334 IN LEVEE TURNOUT 1009 2170018.994 6322851.388 37 57 5.763197 N 121 19 41 .768943 W -0 30 25.53 0.99993528 SJ220 U.SC.E. BD IN CONCRETE DOCK 1010 2237882.228 6371016.987 38 8 20.447193 N 121 9 46.413450 W -0 24 21.04 0.99995204 HPGN CA 1010 ALU M. DISK ON RODcffiD 1011 2237704.531 6220484.079 38 8 3.988463 N 121 41 10.488960 W -0 43 34.53 0.99995151 HPGN CA 1011 ALUM. DISK ON ROD 1013 2174096.946 6312085.070 37 57 45.114662 N 121 21 56.657143 W -0 31 48.12 0.99993597 G478 OFFSET PK NAIL & WASHER IN PAVING .}{ 1014 2180899.075 6311243.918 37 58 52.283367 N 121 22 7.949062 W -0 31 55.03 0.99993722 12N-1 SEE DETAIL C, THIS SHEET N 1015 2184447.945 6311458.868 37 59 27.387055 N 121 22 5.675587 W -0 31 53.64 0.99993791 12N-2 SEE DETAIL C. THIS SHEET WRIGHT- 0' 1016 2196178.705 634121 1 .086 38 1 25.923958 N 121 15 55.217481 W -0 28 6.83 0.99994048 E 9 M IJ D P1563+3305 BD ON CONCRETE STRUCTURE ELMWOOD TRACT � 1017 2170697.592 6317541.694 37 57 12.002092 N 121 20 48.137116 W -0 31 6.17 0.99993539 SJ373 (RESET 1991) US.C.E. BD ON IRON PIPE NORTH BUCKLEY .. COVEMARCH LANE DETAIL C 01 E.B.M.U.D. 1563 RESET 1991 • SET LEAD PLUG PUNCHMARK ON SW & TACK TOP OF 69.10'42" �a BOLT YARD LIGHT BASE 2' BLOCK WALL d0� � HAMMER LANE PUNCHMARK ON SE SET LEAD PLUG BOLT YARD LIGHT BASE N 10.20' 36'33'55" & TACK TOP OF E9-J-9, 2' BLOCK WALL 91'39'50" ^i CITY OF STOCKTON 120'38'10" 0341 0) `9 meq,/ CORPORATION YARD CITY OF STOCKTON RE�/ORD OF 5�1)?Vk-lll 56 03 17" (ENTRANCE ROAD) WELL SITE #26 133'37'13" z - Oc 77f O'00'00" 666.75' 1 `� NGS. B.M. Z SET CHIS. "+" EAST DESCRIPTION: CITY ac STXG Ta "IZGWTAL CONTROL SYSTEM PHASES X11 E Xllt 34 N0. S1413 =j SIDE CONCRETE COLLAR (NAD 88 BM) OF CATCH BASIN J0. POINT ISA 5/8" ALUMINUM ROD 87'09'10" DRIVEN TO REFUSAL, H17HIN TIE CITY Oc ST06MW AAS CXNTY OF SAN JOAMN,, CALIFO�VIA 125 07 43 ANIMAL SHELTER WITH 2-1 Z2" ALUMINUM CAP 1.9.94 I STAMPED WELL 26", "L.S.4334", 5�FET 4 ac 6 5��TS 1, DESCRIPTION: IN AN ALUMINUM MONUMENT BOX NI WITH SCREW LOCKING COVER McGEE SURVEYING CONSULTING POINT IS A 5/8" ALUMINUM ROD SEE NOTE 9, SHEET 1Do SANTA BARBARA, CALIFORNIA ¢� SET LEAD PLUG & DRIVEN TO REFUSAL, TACK TOP L CURB WITH 2-1�2" ALUMINUM CAP STAMPED CORP", "L.S.4334", N & IN AN ALUMINUM MONUMENT BOX WITH SCREW LOCKING COVER --X-X--x- SIEGFRIED ENGINEERING, Inc. ��.�. N SEE NOTE 9, SHEET 1 DETAIL B co DETAIL A STOCKTON, CALIFORNIAco 03 r 40 - "CORP'' 0341 - "WEU. 26" NTS NTS SWING TIES SWING TIES 159295