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S I in�' <br /> /V <br /> NO <br /> 1 EXISTING STORM DRAIN AND ASPHALT AS NECESSARY BLDG BUILDINGU EXISTING GRADE <br /> CB CATCH BASIN 0EX MANHOLE <br /> 2. THE EXISTING BFT STATION IS MISSING ITS PUMPING EQUIPMENT. THIS PROJECT WILL C.O.S. CITY OF STOCKTON w WATER VALVE <br /> SCALE-, / ' m f00' DUPDATE ISTRICT TMIM L BE FORAM 0 IN OPROVIDE IHE NTURE!STORILRL DRAINAGE A COMMUNITY FAGUTIES FF F NISHED FLOOR x LIGHT POLE <br /> PP POWER POLE <br /> 3. THE LIFT STATION DRAINS BOTH PRIVATE LAND AND PUBLIC LAND, OWNTREEERSHIP AND PROP PROPOSED U <br /> MAINTENANCE AND OPERATION COST RESPONSIBILITY OF THE LIFT STATION IS TO BE SD STORM DRAIN <br /> DEF114ED WITH THE COMMUNITY FACILITIES DISTRICT. Typ TYPICAL - -112 qx- EXISTING WATER LINE (CALIFORNIA WATER CO.) <br /> PP W/ GUY WIRE <br /> BUILDING NOTES EX, ASPHALT CONCRETE PAVEMENT <br /> K—x-- i FENCE <br /> p PROPOSED 11,700 SF, STORAGE SHED PROPOSED ASPHALT CONCRETE PAVEMENT OVERHEAD WRES <br /> (2) PROPOSED 64300 S.F. STORAGE SHED TOP <br /> O3 EX. 43.490 S.F. BUILDING PROPOSED LANDSCAPING TOE <br /> % C.0 S, BENCHMARK ® EX. 6,232 S.F. BUILDING <br /> 6S-S' IN CONCRETE <br /> SIN N PILLAR Q EX. 258 S.F. STORAGE BUILDING <br /> (y © FUTURE 8,400 S.F. STORAGE SHED <br /> .y <br /> EX. HEADWALL P ^�` <br /> Nit <br /> rNIP r� <br /> 4%,NVON . NNC <br /> A' '`G m N C4ry'It <br /> GQr1� � <br /> AAN. )43-Z60-04 <br /> IP <br /> 4 / 01 tia F 0. SIiE <br /> O� . <br /> a4 N <br /> "o <br /> / C "0 <br /> / �0 e • 90 y s P RDB <br /> / . : tE <br /> 5 \ oPosm 00� �z <br /> p , 'SPIN�EEM11 L EXCESS PROPERTY - 6 AC �O <br /> law9 <br /> 15.41 ACRES c y� $ <br /> p 4 <br /> d ;4 VICINITY MAP <br /> jNTURE PAVING \ NOT TO SCALE <br /> j SQ N�O2�t \ C m G <br /> PRIOR <br /> a' <br /> k\� g (�d T.YAL PWS-A&I - LP -0' IN <br /> \ <br /> <�.y,J' � . \t VV APH HJ-1001! a \l\ <br /> ON Nx 9 -1255 <br /> INN <br /> Il0EE551 <br /> ON k <br /> ANN <br /> n r 1\ c <br /> laorv� \� a 0nAe1 Pu T _ ,NIT <br /> nPw; W. 14) .,... % - pr - - - - - SHAW ROAD 15-4 <br /> ,� F <br /> SEL NOTE ��— ^ ' A . APV. 107-SGC�10 . 1 � �� \ ' �F C9ii1 A <br /> �� <br /> IR• ROAPANY EASO1DR 1290y e I ' • . . 519 _ • . . . • I <br /> �CEP1pN N <br /> O.R 300 NN <br /> (ON O) ^� v � I.I M1; <br /> 28.5 FF 1 <br /> -r 5 .� .1 " _ I R.S fJ-172 J.R. 1510-f71 s <br /> C - •z . 'k A.P.N. I43-160-07 A <br /> {b® _ OR 7046--61.5 OR. 2045-400 f <br /> 28.6 FF I CR 3X0-SA Z Know whars below. <br /> A.PA. 1<3-200-09 AP.N. I4J-:EO-OB APIA NJ-J4!•00 <br /> `Y -- '—�X– O - Call before you aly. <br /> IRWIN IRAN VAN? v F <br /> .'gym=) ' . . <br /> n <br /> ` ON & MURPHY <br /> a DILL <br /> �,, ' ._,,, . •• , a. N,1��; _ <I ate ' ..--"�- ,.,� '• <br /> CONSULTING CIVIL ENGINEERS <br /> :. . . . . lL <br /> ENGINEERING & PLANNING - SURVEI1NG <br /> a WAY U.S• 99 847 N, f1UFF AWlUE SURE A$ L601, CALIFORNIA 95240 (209) 574.660 <br /> r AaNMAY WENS 596 61. *Y STATE HIGHMA � <br /> O.R J00 (OICPPIION N0. 9) D 84 LUMBER COMPANY a <br /> 10' PPOaE EASUVWT 1]09 ARKIN CO BRASS DISK <br /> MARIONC C.0.5. MONUMENT ' <br /> OA. 43J ([xca11(114 Na 13) STAMPED 'BS-B' IN CONCRETE SITE PLAN <br /> PILLAR 4' HE OF THE SE C Y <br /> HEADWALL OF THE S.T.&E, 1648 N. SHAW ROAD <br /> RAILROAD BRIDGE OVER THE <br /> DIVERTING CANAL. •RESET 2/00 <br /> ELEVATION. A9,ue• STOCKTON, CALIFORNIA <br /> NOVEMBER, 2018 <br /> REV, N0, DESCRIPTION DATE SCALE: I"m 100' BENCHMARK: AS NOTED SHEET <br /> DRAWN BY: JMC OPS .R-C IP71ON: AS NOTED rll �NEENINE DESIGNED BY:CHECKED BY: JM 0.AS BUILT BY: <br />