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RECORD DRAWINGS <br />The information contained on these plans is based upon the "as -built" information <br />provided by the Contractor and generally depicts the post -construction conditions of this <br />site. A post -construction survey was not completed. All information should be field <br />verified prior to undertaking any future work on this site. <br />Kevin C. Carter, P.E. C44665 Date <br />Kerry Engineering and Surveying, Inc. <br />410 <br />WW <br />87+00 88+00 N+ <br />V W <br />F- <br />< STA. 89+82.284;m 18.79' <br />INSTALL MONUMENT AM do <br />COVER OVER 1/4 CORNER <br />PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. 1/4 CORNER. <br />I <br />I <br />I <br />Q= 01'02'03" <br />R 2000.00' <br />T = 18.05' <br />L 1n 36.10' <br />1 Ir <br />128 <br />r 1n <br />BM: BRASS DISK MARKED U.S. BUREAU OF <br />RECLAMATION ON THE SOUTHEAST CORNER <br />OF THE BRIDGE ON PATTERSON PASS <br />ROAD OVER THE DELTA MENDOTA <br />CANAL. ELEVATION 195.91. <br />PATTERSON PASS ROAD <br />tri <br />0D <br />N <br />iL/4 CORNER BETWEEN SEC #28 do #27 V <br />19225.7348 N 00'18'37" E SECTION LINE V <br />E 2017.5929 <br />N 00'18'41" E 2640.12' 4629.31' <br />_ c� W <br />Y1+00 92+00 93+00 94+00 95+00 96+00 97+00 26+00 9i+00 100+00 101+00 102+00 103+00 104+00 105+W 106+00 107+00 108+00 10Y+00 110+00 111+00 112+00 113+00 114+00 115+00 j <br />Z <br />OltH <br />a <br />PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. SECTION CORNER. <br />-N 35'0013" E N SECTION LINE N 00'44'14 E PATTERSON PASS ROAD N 04'48'46" w <br />2627.68 162.70 <br />N 00'37'05" E _ _ _ _ 2642.97' . <br />+ 00 120+00 121+00 122+00 123+00 124+00. 125+00 126+00 127+00 126+00 129+00 130+00 131+00 132+00 133+00 �: 00 l 135+00 136+00 137+00 138+00 138+00 140+00 14 — <br />0= 00036'27" <br />® N 01'20'41" E R = 2000.00' <br />371.41' T = 10.60' <br />7'N 8'03'00" W L = 21.20' <br />60.53' <br />FOUND 2"x2" HUB & TACK <br />WITH 2' STRADDLERS RESET <br />OVER AXEL PER PARCEL MAP <br />8-55 SAN JOAQUIN COUNTY <br />RECORDS ACCEPTED AS SEC. <br />CORNER COMMON TO SECS. <br />27.28.21 do 22. <br />N 21865.8126 <br />E 12031.9414 <br />SET "PK" NAIL WITH - <br />MAJORS ENGINEERING <br />BRASS WASHER <br />"FISHPOND" <br />STA. 142+65.24/L=29.04 0 <br />COVER OVER 1/4 CORNER <br />PER S.J.C. STD. PLANS NO. A-8 <br />PRESERVE EX. 1/4 CORNER. <br />FOUND RAILROAD SPIKE PER PARCEL <br />MAP 8-55 SAN JOAQUIN COUNTY <br />RECORDS APCEPTED AS 1/4 CORNER <br />TO SECS. 21 & 22. <br />lent <br />I <br />N 05'55'21" E <br />321.33' <br />3Ep 2 0 <br />O <br />Z <br />so <br />cr M <br />i YUn <br />I <br />V �Z~ <br />n <br />N <br />'N <br />C N� <br />N <br />0 U v <br />C S <br />a <br />Y <br />irnn <br />a ;moo <br />g OUN <br />r O ^ <br />2 v <br />Q <br />z <br />Q.' <br />0 <br />J <br />U <br />W < <br />O <br />1A cc <br />N <br />Ion IL <br />� V <br />N <br />IC h <br />< z <br />d o <br />` U <br />z <br />0 <br />0 <br />z <br />a <br />g <br />� <br />v <br />Y <br />N <br />W <br />U <br />W <br />W <br />�J <br />Ot� <br />Q <br />CU <br />O9U <br />IL <br />Z <br />so <br />cr M <br />i YUn <br />I <br />V �Z~ <br />n <br />N <br />'N <br />C N� <br />N <br />0 U v <br />C S <br />a <br />Y <br />irnn <br />a ;moo <br />g OUN <br />r O ^ <br />2 v <br />Q <br />z <br />Q.' <br />0 <br />J <br />U <br />W < <br />O <br />1A cc <br />N <br />Ion IL <br />� V <br />N <br />IC h <br />< z <br />d o <br />` U <br />z <br />0 <br />0 <br />z <br />a <br />W <br />W <br />N <br />W <br />�J <br />2 <br />� <br />Q <br />CU <br />IL <br />