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SITE PLAN <br /> ' , pPICV0n <br /> --,ft2DD1 0 Q <br /> Received gy Qrl dm, ,�;u <br /> LEGEND <br /> .� 1. REMOVE EXISTING STORM DRAIN AND ASPHAL f AS NECESSARY BLDG BUILDING 50-O EXISTING GRADE <br /> CB CATCH BASIN 0 EX. MANHOLE <br /> 2. THE EXISTING LIFT STATION IS MISSING IT'S PUMPING EQUIPMENT. THIS PROJECT WILL C.O.S. CITY OF STOCKTON 04 WATER VALVE <br /> SCALE: 1" = 100' UPDATE THE LIFT STATION. TO PROVIDE HISTORICAL DRAINAGE A COMMUNITY FACILITIES EX. EXISTING SIGN <br /> DISTRICT WILL BE FORMED IN THE FUTURE- FF FINISHED FLOOR LIGHT POLE <br /> 3. THE LIFT STATION DRAINS BOTH PRIVATE LAND AND PUBLIC LAND. OWNERSHIP AND PP POWER POLEPROP PROPOSED TREE <br /> MAINTENANCE AND OPERATION COST RESPONSIBILITY OF THE LIFT STATION IS TO BE SD STORM DRAIN <br /> DEFINED WITH THE COMMUNITY FACILITIES DISTRICT. TYP. TYPICAL EXISTING WATER LINE (CALIFORNIA WATER CO.) <br /> n -a PP W/ GUY WIRE <br /> EX. ASPHALT CONCRETE PAVEMENT <br /> BUILDING NQ,,.TS FENCE <br /> O PROPOSED 11,700 S.F. STORAGE SHED OVERHEAD WIRES <br /> PROPOSED ASPHALT CONCRETE PAVEMENT <br /> PROPOSED 6,300 S.F. STORAGE SHED -� TOP <br /> O EX. 43,490 S.F. BUILDING PROPOSED LANDSCAPING _� L_ TOE <br /> C.O.S. BENCHMARK ® EX. 6,232 S_F- BUILDING <br /> "6S-5" IN CONCRETE f <br /> PILLAR J5 EX. 258 S.F. STORAGE BUILDING <br /> Q FUTURE 8,400 S.F. STORAGE SHED <br /> h <br /> 4 c; <br /> 10 <br /> V 1; <br /> Q <br /> EX- HEADWALL <br /> 4} O <br /> q <br /> V <br /> i <br /> N <br /> h <br /> v <br /> ^3 <br /> h <br /> srockTDiv <br /> 33' D44 <br /> CID <br /> N <br /> % <br /> A-P.N. 143-260-04 <br /> SITE <br /> • <br /> Oti n G <br /> Q• �Z <br /> U <br /> 4) ry <br /> a <br /> � c s�PSE '90 <br /> IV 0 <br /> \ ROPOSED F Q <br /> 18.5' SEPTIC/LEACF! LINES EXCESS PROPERTY - 6 AC„ ��O <br /> 85.49 ACS �2 <br /> '`ry ti~6 " <br /> 2 .0. 1ACINIa AME <br /> � <br /> ♦\ NOT TO SCALE <br /> 0i ♦ FUTURE PAVING <br /> EX. uFT STATIO \ ^ " <br /> SEE NOTE 2 " FENCE ry ^ ^ \\ <br /> m m O BE REMOVED __ y' <br /> " <br /> all Q. T.M.�.L. PAK7NERS, L.P. ' m <br /> A.P.N- 145-260-15 ti <br /> E)(. FENCE l7c. GATE <br /> R.S. 9-125 <br /> N m n [r 1�-7Z_• R _____.__.__..-__._,._ I fat IV.J. 1 ,J - <br /> w <br /> Q 6 <br /> PROPOSED POSLOS RAIL <br /> LANDSCAPINGa •' " SPUR(PLANS BY <br /> PROPOSED ASPHALT �,. : " 4 r•� w PROP 30' OTHER ) " nV^ ry <br /> AREA: 93.454 S-F. '4•a •_ PROPOSED CONCRETE TE J m m 4 <br /> " 4, -- • - ~ -• ..� -. ---8 `- - 1 S SIS — --- — -_ _- — �- ......... <br /> RfULROAD EASEIN£NT 2392 CONC. PAD - �:�- . �;- - --=-� _ r - - 7=1SHAW (ROAD - - �• <br /> O.R. 572 (EXCEPTION NO. 14)ry AND RAMP a 6 . . - *. -.. ..- -- - ti (� ry f — <br /> ••• -- <br /> SEE NOTE 1 m m .�.� '•—i -- .:::• .g �� �:J ( _ <br /> • ; A� - •.- . v�ry A.P.N. 143-260-16 <br /> (3. <br /> '� y h .y • ��—�"'�Y---'"�-_--T� 1 T� 1 ��" '�_.r"T'T�_'1 � ���_'-.".F �"' t N <br /> 77J7TrTlT/7777 w <br /> 12' ROADWAY EASEMENT 2290 ry m 10' 2 1553.6' h <br /> ' <br /> ce <br /> O.R. 360 (EXCEPTION NO. 9) /'yam off..-.v... O` TRACKS <br /> 1 N � 2 <br /> 4' <br /> ry5 <br /> 28 <br /> ry ° . FF <br /> ry m 5 <br /> R.S. 13— 112 <br /> O.R. 2516-1I1 <br /> •• ^ ry ry 1O ' �'w�-- � � N o � I <br /> D ADA - O.R. 2986-665 O.R. 2845-400 U I ry <br /> 2$.6 FF STALL ry A.P.N. 143-2.60--09 A-P.N. 143--2603--08 O.R. 3268-522what's <br /> G <br /> Lg1 I / A.P.N. 143-260--06 Know w[lat s b��OW. <br /> PROPOSED ASPHALT m ^ 81 0.0' ry <br /> AREA: 27,647 S.F. - �" / 0 ^ <br /> , a before you dig. <br /> ,.pROPOSL71 PARLGNG ry Y v;_ ry <br /> STALLS 9'X20'(iYP.)� LANDSCAPINGh <br /> EX. JEr17CDI ON & MURPHY <br /> ep <br /> `. Cy h N ry . PARKIN <br /> 2.8' <br /> - - R CONSUL TANG CIVIL ENGINEERS <br /> EX. SIC STALLS WX201b-g.) <br /> a . O.R. 2356-426 <br /> ENGINEERING PLANNING SUR VEYING <br /> - � � — <br /> PROXIMATE � o <br /> " :M \ Ce CAUFORNIA 95240 (209) 334-6613 <br /> . .. LOCATION <br /> 847 N. CLIIFF AVENUE, SWT+'" A2, LODl, N <br /> 73.2' HIGHWAY u•S- 99 <br /> 12' ROADWAY EASEMENT 2290 SIGN 8.2' STATE BENCHMARK <br /> Q.R. 360 (EXCEPTION NO. 9) ; �'m"',% 84 LUMBER COMPANY <br /> ! DESCRIPTION: BRASS DISK <br /> 20' PIPELINE EASEMENT 2368 �� vj e <br /> O.R. 433 (EXCEPTION O. 13) STAMPED SS5MON CONCRETE <br /> PILLAR 4' NE OF THE SE SITE PLAn a <br /> HEADWALL OF THE S.T.&E. 1648 N. SHAW <br /> N/1 1�p OAD z <br /> RAILROAD BRIDGE OVER THE Q <br /> DIVERTING CANAL. *RESET 2/00 <br /> ELEVAIIONl: 40.49 STOCKTON, CALIFORNIA Q- <br /> NOVEMBER, 2019 <br /> o, f)AxV REV. NO. DESCRIPTION DATE SCALE: 1"= 100° SHEET <br /> BENCHMARK: AS NOTED <br /> DRAWN BY: JMC 1 <br /> p0 �� DESCRIPTION: AS NOTED <br /> DESIGNED BY: F 1 SHEET <br /> CHECKED BY: JM JOB NO. N <br /> AS BUILT BY: 19120 <br />