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DELLA ST C LEGENDON _ SITE IMPROVEMENT PLANS PROJ ECT TlNc N un , � 5865 Owens Drive PROPOSED Exrs SITE o Pleasanton, CA 94588 LU z ASPHAL T BERM O T,TTTT� BLOCK/RETAIN/NG WALL } 925-251-7200 n BUILD/NG LINE FOR w CENTER LINE LL a _ CONCRETE CURB CONCRETE CURB CUT N.WILSON WAY w CONCRETE CURB & GUTTER S.WILSON WAY 10 & 26 N . WILSON WAY iT�o�� — ,00�� DR/VEWAR LINE Y PROPOSED SEVEN ELEVEN SITEY LL EDGE OF PA VEMENTLn FLUSH CONCRETE CURB p� S TO C KTO N , CA FENCE LINE O CX 26 N. WILSON WAY N. SIERRA NEVADA ST w 0 S. SIERRA NEVADA ST GB GB GRADE BREAK LINE — — y — LOT GUARD LINE STOCKTON, CALIFORNIA 0 FOR INE 0 PERF WE — MONUMENT/MONUMENT LINE PERFORATED STORM DRAIN PIPE NOVEMBER, 2079 T E K I N ASSOCIATES - - — — PROPERTY LINE RWL VICINITY M A P AWL——- RA/NWA TER LEADER R R RIDGE LINE SIDEWALK NTS SO sDC STORM DRAIN—MANHOLE & CATCH BASIN THRU CURB DRAIN 12.5 SPOT GRADE CIVIL ENG/NEER + 11.37 SPOT GRADE PER LS ARCHITECT PLANS ❑T TRANSFORMER E!LEVEn -W o TRAFFIC SIGN � TREE ■ UTILITY BOX AD AREA DRAIN BW BACK OF WALK BLDG BU/LD/NG BL BU/LD/NG LINE CB CATCH BASIN l CO TG CLEANOUT TO GRADE C CONCRETE LANDS 01' UNITED � / SHEET INDEX I<IER & WRIGHT DR DOOR CHARTER i 1 C / � r % � �� CIVIL ENGINEERS & SURVEYORS, INC. OS DOWN SPOUT I / LA1�1175 C7r 4J1�117�D / 2008-029275 OR DIP DUCTILE IRON PIPE I CHARTER i Lc l i , SHEET DESCRIPTION ----------------------- / j / 14J 2850 Collier Canyon Road Phone (925) 245-8788 ESMT EASEMENT 20pg_02ga7'S OR // EW EDGE OF WALK _ _ -- - C1 .0 COVER SHEET Livermore, California 94551 Fax (925) 245-8796 FB FACE OF BERM X X / C.1 .1 NOTES FC FACE OF CURB E E E . — — — — — — , C2.0 TOPOGRAPHIC SURVEY FW FACE OF WALL v D C3.0 DETAILS D / C3.1 DETAILS FF FIN/SHED FLOOR v ° p D °.� p ° ° °° ° v v v D FL FLOW LINE ° D p ° ° ° D p p p ° p D / C3.2 TYPICAL SECTIONS GB GRADE BREAK D $ ° p ° ° v w D p ° ° HP HIGH PO/NT D \ p p ° ° ° ° / / C4.0 HORIZONTAL CONTROL AND PAVING PLAN LANDSCAPE ARCHITECTURE D� D ° D ° / / C5.O943 D p p° � / GRADING AND DRAINAGE PLAN ' Roseville,rCalDornia 95678 0 IE INVERT ELEVATION p ° �° ov ®� ° D D C6.0 UTILITY PLAN v / �� D ° ° D / T 916 782 8688 L LPOINT .°oaerte�oo. . . . / \ p ° v LT LIGHT ....... . . . . . . . . ° D v / / C8.0 EROSION CONTROL WATER QUAD Y CONTROL PLAN LAN OF OVERFLOW • •.•.•.•.•.•.•.•.•.•.•. . �— —�— ----- �— — — � ° v ° a OD OVERFLOW DRA/N — v D p p p ° D v D / % i p ID PV PA VEMENT POC POINT OF CONNECTION a mom! RK RA/NWA TER LEADER D ooe oosoo v p R RIDGE RE RIM ELEVATION � i p �j RD ROOF DRAIN BENCHMARK: SL STREET LIGHT SOJB STORM DRAIN JUNCTION BOX i /°p ° p i :::: : 4.4j / BENCHMARK: SDMH STORM DRAIN MANHOLE I p / '/ I 4ij / SK SWALE I v /, D i 7 �i CITY OF STOCKTON BENCHMARK #92. CUT SQUARE ON TOP OF CURB AT MIDPOINT OF 1B TOP OF BERM 4 v p SOUTHWEST RETURN OF SIERRA NEVADA STREET AND WEBER AVENUE. TC TOP OF CURB \ r i D/ D v p i / (� , ELEVATION= 16.03 (NGVD 1929 DATUM) ° p ° °D TW TOP OF WALL 7RANSFORUER TE TRASH ENCLOSURE v cq BASIS OF BEARINGS- CD -14 p v j BASIS OF BEARINGS: • 0 =>® ° ° ° v° ° v'v °°D ° THE BEARING OF NORTH 86' 06' 00" WEST TAKEN ON THE NORTH RIGHT OF WAY LINE OF I p D I MAIN STREET AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FILED FOR RECORD ON D D JUNE 17, 1993, IN BOOK 32 OF SURVEYS AT PAGE 141, OFFICIAL RECORDS OF SAN ABBREVIATIONS I D ° D ° I / JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. °D I D° ]D° W MT MUL 77 TRUNK i ° ° ° v ° q D ° � � l.P. IRON PIPE I D° I � / AC ASPHAL 11C CONCRETE INV INVERT ELEVATION i p D v ADJ. ADJUST JT JOIN TRENCH AN ANODE LIP LIP OF GUTTER I l BC BEG/NN/NG OF CURVE MON MONUMENT NOTICE TO CONTRACTORS BFP BACK FLOW PREVENTER PED PEDESTAL RCP REINFORCED CONCRETE PIPE CON TRA C TOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) BW BACK OF WALK RC BL BUILD/NG PAVEMENT �� U / A T 811 A MINIMUM OF 24 HOURS BEFORE BEGINNING ----- --- - -- - - UNDERGROUND WORK FOR VERIFICATION OF THE LOCA TION OF CB CATCH BASIN RIM RIM ELEVA TION — — — — — — C/P CAST IRON P/PERPBP REDUCE PRESSURE BACKFLOW PREVENTER 1 le I p ° D °D v \ UNDERGROUND UTILITIES CL CENTERLINE RPDA REDUCE PRESSURE DETECTOR ASSEMBLY LEI evoova D COMM COMMON/CA110N � -- ----------------------- -------------- ---------------------, SD STORM DRAIN r--J r-- CONST CONSTRUCT SDMH STORM DRAIN MANHOLE 1 1 CTV CABLE TELEOS/ON SL STREET LIGHT 1 1 DET DETECTOR SLB STREET LIGHT BOX I I 1 DIP DUCTILE IRON PIPE SS SANITARY SEWER D7L. DETAIL SSMH SANITARY SEWER MANHOLE DWY DRI VEWA Y STD. STANDARD I I 1 1 EB ELECTRIC BOX TB TELEPHONE BOX 1 EC END OF CURVE TC TOP OF CURB 1 1 1 EM ELECTRIC METER TELE TELEPHONE I I 1 EV ELECTRIC VAULT TMH TELEPHONE MANHOLE 1 EX. EX/S77NG TOP TOP OF SLOPE FH FIRE HYDRANT TR TOP OF RAMPLJ J N • WILSON WAY FL FLOW LINE TSB TRAFFIC SIGNAL BOX FNC FENCE UB U77LITY BOX FND FOUND VCP W TTIF/ED CL Y PIPE FOMH FIBER OP77C MANHOLE WB WATER BOX FS FIRE SERVICE or FIN/SH SURFACE Wy WATER METER GB GRADE BREAK UNK UNKNOWN HP HIGH POINT N.A.P. NOT A PART PROJECT LOCATION z i 1" = 2 0' z REVISIONS 11 . 15.2019 COVER SHEET BUILDING SUBMITTAL SHEET JOB NO. A19507 C I ■ 0 DESIGNED JDQ DRAWN: JDQ OF 7 SHEETS X Z:\2019\A19507\DWG\CIVIL\A19507 CDS.dwg 11-15-19 10:56:52 AM