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rn <br />w[a <br />0 <br />E <br />v� <br />�o <br />i <br />i <br />0 <br />s <br />i <br />i DATUM: <br />n <br />d <br />L <br />c <br />FILE NO. <br />ti <br />PROJECT <br />CONTROL SURVEY DATA <br />NOTE: <br />NO, <br />COORDINATES <br />ELEV <br />STATION t OFFSET <br />DESCRIPTION <br />NQRTHING <br />FASTING <br />1 � BASIS OF CONTROL: BEARING AND DISTANCES SHOWN ARE <br />501 <br />2099928.92 <br />641$186.05 119.55 <br />"M" 45+02.53, 173.90E <br />KSN CONTROL A 5/8" REBAR WITH A YELLOW PLASTIC CAP <br />BASED ON THE NORTHERN AMERICAN DATUM OF 1983 <br />i <br />- <br />MARKED "KSN CONTROL" LOCATED ON THE WEST LEVEE OF THE <br />(NAD 83) CONVERTED TO THE CALIFORNIA COORDINATE <br />t <br />SSJID CANAL, ON THE SOUTH END OF THE NORTH —SOUTH <br />SYSTEM OF 1983. ZONE 3 (CCS-83 III) AS REFERENCED <br />CANAL RUN, ON THE WEST SIDE OF MCHENRY AVENUE, NORTH <br />BY AVAILABLE NGS PUBLISHED CONTROL. MONUMENTS <br />OF RIVER ROAD. <br />GRID DISTANCES. ELEVATIONS SHOWN ARE BASED ON THE <br />55001 <br />2102597.53 <br />6418301.82 120.74 <br />"M" 71 +70.83, 133.32L <br />CITY OF ESCALON BM10, A BRASS DISK LOCATED IN THE <br />NORTHERN AMERICAN VERTICAL DATUM OF 1988(NAVD 88) <br />SOUTHWEST HEADWALL OF THE SSJID CANAL ON THE WEST SIDE <br />AS REFERENCED BY AVAILABLE NGS AND LOCAL <br />OF M HENRY AVENUE, AND THE SOUTH LEVEE OF THE SSJID <br />PUBLISHED BENCHMARKS UNITS SHOWN ARE BASED ON <br />THE U.S. SURVEY FOOT. 2007.00 EPOCH DATE <br />ADJUSTMENT <br />55003 <br />2099786.40 <br />6418330.53 113.52 <br />"M" 43+57.56, 30.72L <br />T 957, A SURVEY BENCHMARK SET IN THE NORTHWEST <br />ABUTMENT OF THE BRIDGE OVER THE STANISLAUS RIVER, SEE <br />NGS PID HS2242 FOR ADDITIONAL INFORMATION. NOTE THAT <br />BENCHMARK IS LOCATED ON THE WEST SIDE OF THE BRIDGE <br />1 <br />NOT EAST AS DESCR D IN THE NGS DATA SHEET. <br />1 <br />1 <br />� t <br />1 <br />I <br />I <br />q , 1 <br />.0p ';�l <br />*orb <br />01 <br />R W Q <br />_ <br />r <br />4 <br />— 35 <br />-r <br />R W _ _ <br />1 <br />1 � <br />r <br />K RIVER ROAD <br />1 <br />"R" LINE <br />MCHENRY AVENUE <br />"M11 LINE <br />_ <br />Li <br />.. rmwe�wcnc.xasrrae�a- � � ,._ <br />`. R/W <br />1 <br />a 1 <br />00*1 <br />1 <br />SURVEY <br />REVISION DESCRIPTION BY DATE SCALE <br />PREPARED BYI <br />HORIZONTAL. NO SCALE <br />DRAWN: <br />f . <br />DeMARCO <br />VERTICAL: <br />GIBSON <br />DESIGNED.-R. <br />. <br />I i I i <br />CHECKED. <br />K. <br />OAKS <br />INCHES <br />0 10 20 30 40 50 <br />APPROVED: <br />T. <br />BARNARD <br />— _- — — MILLIMETERS <br />I <br />� 14 <br />I <br />LL' W <br />>_ a <br />...,..,., L�'' . <br />•.., ,•��` ��Km>: :,e ,�::� ~ � �• r� .,�,¢„ �l ecrx.... M..ssw*a�r-a..x.x.a.;�v;v�: es �:�.;w :xe::�u:zxcy.:.�: �a :<. <br />r xis crass':. c <br />'•�-s�arsm..::.:x:xz:raw: xa.M. +,.<,w:mam:.xnx: :;wM'•;: sr::>.,xw;�:-s"�xrac -- » , <br />-: <br />.:.. .......... .. .. .. ..,....... ...... ww.tM• ..a.xrcmns:axan+x-.ue...•.:, ..,. . .. .... .. lsk''7�.".tp'.. Nys3j:vk°. <br />w,�� sxmx.... ...... .. ... .. . <br />A <br />1 1 1 <br />I 1 <br />1 <br />I � <br />Q <br />z 1 1 <br />C4 <br />3 1 _j ! i <br />c� 0- NO CHANGES <br />c <br />cn <br />MO nrY Ave CWMW impt&eM Wt Pl <br />1 1 0&M AoCepted <br />1 AS -BUILT <br />ReWent Engin wer - Mwfk;lo Wwara. P.E. <br />Revisiam By 0- PWAA1 eV June 8, 2021 <br />I <br />1 <br />DATE SAN JOAQUIN COUNTY PUBLIC WORKS DRAWING <br />u . �. N � SS/ <br />� _� _ �a O CCU •• •• F <br />PC--1 <br />qr <br />IMPROVEMEN Sr <br />09-29-16 'n K, :� OF <br />•, � ,McHENRYAVE CORRIDOR No. c�os99 <br />TECHNICAL SERVICES, INC. l� �,.� <br />09-29-16 2020 L STREET, SUITE 300„,..;' : e * ;•Exp. 0s—so-17 : PC-1 <br />SACRAMENTO, CA95811 PROJECT CONTROL ,�^9••c.'!!!_•••���, SHEET <br />09-29-16 T 916,414.5800 F 916.414.1557 �'� --� �P if Of hO�� �F <br />14 176 <br />FILE NO. <br />