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n <br /> i <br /> PRIVATE DRIVE <br /> *--*—X- CONCRETE PAD FOR <br /> TANK ENCLOSURE <br /> l <br /> SET CHISELED "V''S <br /> PT. •B• 6' IN CONCRETE <br /> DETAIL <br /> N.T.S. <br /> X=1.762.293.25 Q PT. i Br � GATE <br /> C" <br /> e � �,500o'i ' <br /> SET R.R. SPIKE <br /> -� WITH PUNCH MARK F� <br /> SET CHISELED "V' -�`SET CHISELED "V" lil 3 Q� <br /> _ IN WEST FACE OF I IN NORTH FACE OF N . <br /> GATE POST GATE POST ,� S,S, <br /> J� ��/� 0 21.52' co <br /> 2.50 coo) c0 <br /> tK <br /> 10S-5 Cl) <br /> DETAIL �.►-� �.;oo,��`° A <br /> n <br /> N.T.S. � <br /> t� \ 55-5 , <br /> 280.58' 1 g�3'632"E <br /> 0 EE S 27 59 <br /> U.S.C.E. <br /> SJ141BM X=1 .761 ,69 1 <br /> Y-521 310.13 �,. –� -����- <br /> Y=520=-00'30'21"10. p� .ti0 Y=520,532.84 10S-5 <br /> 0=-00'30'1 6" <br /> 0 <br /> 105-3 S 08'17'03"E <br /> 105-4 1984.54' <br /> Y-523,273.96 <br /> �CQ E)=-00'30'2 DETAIL <br /> (�2 N.T.S. FND. 1/2" IRON ROD <br /> G SAN JOAQUIN RIVER UN TAGGED. <br /> 00 CO NIX�' <br /> SET CHISELED "V' W ,�. 1 C `L <br /> IN NORTH FACE OF Q <br /> ' GATE POST <br /> U.S.C.E. <br /> 10S-4 <br /> SJ141BM <br /> 4' 18' SAN JOAQUIN RIVER = 1 FND. U.S. CORPS OF ENGINEERS <br /> BRASS CAP MARKED <br /> W <br /> SET CHISELED OF SJ1418M <br /> IN WEST FACE OQ� AT EAST END CONC. SIDE– <br /> DETAIL GATE POST �„ WALK SOUTH SIDE OF HWY. 4 <br /> BRIDGE ACROSS THE <br /> N.T.S. <br /> V7 SAN JOAQUIN RIVER <br /> �. MAP OF SURVEY <br /> CITY OF STOCKTON <br /> TRAVERSE CONTROL MONUMENT SURVEY <br /> PHASE X <br /> WITHIN SECTIONS 16 AND 21 <br /> R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS BASIS OF BEARING: Bearings, •distances and coordinates shown are T. 1 N. , R.6E. , M.D.B.&M. <br /> STOCKTON . CALIFORNIA NOVEMBER, 1991 based on the California Coordinate System Zone 3. Multiply <br /> distances shown by 1 .0000677 to obtain ground level distances. CITY OF STOCKTON AND COUNTY OF SAN JOAQUIN CALIFORNIA <br /> SCALE: 1 '=300' SHEET N0. 3 OF 8 SHEETS <br /> 6709 <br />