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CIVIL IMPROVEMENT PLANS FOR w uNIE n9¢ + ��� •• <br /> LEGEND <br /> RUCK QUARRY (SOUTH) <br /> C YgDFCSS <br /> EXISTING PROPOSED SAN JOAQUIN COUNTY CALIFORNIA <br /> BOUNDARY UNE PROJECT <br /> CENTERLINE - °F1 LOCATION aka !- - . <br /> RIGHT-OF-WAY <br /> PARCEL LINE -———————- APN:253-100-18 <br /> w <br /> MONUMENT ® Q o <br /> SAWCUT WA u <br /> CURB,GUTTER ANDSIDEWALK <br /> --------- APN:253-100-12 <br /> _ <br /> _ <br /> EDGEOFPAVEMENf <br /> CONCRETE VALLEY GUTTER <br /> I <br /> TRENCH DRAIN CQ,RP� <br /> STORM DRAIN(MAIM --9p-{Fit17SD i- 1250 - G VICINITY MAP <br /> "FORCE MAIN -�so1FAB47j- 4B4D \ NTS , <br /> _ DRAINAGESWAIE .a-_-�__-__ ---.�_____ - STING LOT LINE EXISTING LOT UN APN:253-100-05 0 <br /> S <br /> STORM DRAIN MAINTENA <br /> NCE HOLE IGJPROPERTY UNE <br /> 5�� ® MRSOFGMDING MILS OF CiNDING E)STING PROPERTY UN <br /> CURBINL.ET <br /> DRAIN INLET Q Bu ®® / I•uj I <br /> DRAIN INLET ON MAINTENANCE HOLE <br /> ;o: (� APN: ' o <br /> STORM DRAINAGE FILTER WA ® 'l 1I ` '7 <br /> 253-100-20 ,': 11 <br /> WATER(MAIN) --X-��B1Yr UMITSOFGRAq r� ��,' APN:253-010-19 T- <br /> WATER(SERVICE) --�Fidl i 1 EXISTING RIGHT-OF-WAY <br /> STING PROPERTY UNE <br /> -L� __ y�yy�g EXISTING PROPERTY UN � 1 <br /> WATER VALVE @yO BB®QQ 'I ISTING PROPERTY UNE II W <br /> EXISTING RIGHT <br /> WATER BLOW OFF VALVE II ,� -0E-WA 1 J <br /> 1 <br /> BFP BFP 11 0 300 150 0 300 Q <br /> BACK FLOW PflEVB4TER <br /> a .. APN:253-010-12 11 m <br /> DOUBLE CHECK DETECTOR ASSEMBLY COCA, � EXISTING PROPERTY UNof <br /> \l\ II _ <br /> POST INDICATOR VALVE(SINGLE) x�, ®FN \`\ APN:253-100-20 UQ O <br /> FIRE DEPARTMENT CONNECTION CT I d I Cl \\ - 1 I C: _� <br /> `\ <br /> FETE HYDRANT ` �\'� `� �-EXISTING REOLAIME-JJ'/ <br /> \\ / OL14flRY SITE I Q <br /> WATER METER WM WM O \\ 14 1 O_ <br /> SERVICE STUB \ <br /> I O � <br /> LL <br /> IT JPLAN <br /> \CLFANOUT EXISTING PROPERTY UN <br /> JZ� a 0 <br /> SEWER MAINTENANCE HOLE \`\S. % \\\ FUTURE TURE RIG Application # • % <br /> GREASETRAP ® ® _V \ (n ' <br /> ' 1 I --'-_��.,-•-..... W Q.- <br /> SEIYERIMAIN --ss�E_A25Sj- ,Z56 16111 <br /> �% 1 Received B , C v' -Lu <br /> JOINT TRENC14(APPROX LOCATION - -'T- -- NAA �� \�\ <br /> TRANSFORMER(APPROX LOCATION) �i _� LIMITS OF GRADI \% I I W >Lu <br /> OVER HEAD ELECTRICAL --+wE--- N/A I <br /> 0 <br /> SERVICE POLE -i4- NIA ISTING f11GHf-OF-WAY <br /> JDINT POLE -I!,- N/A. ��� <br /> V ._.Sy//= <br /> -JOINT POLE WITH UGHT 1}1 WA <br /> POWER POLE -�• WA EXISTING PROPERTY U MRS OF GRADING -0N Z <br /> TELEPHONE POLE -!• WA % I '� U�• <br /> CY <br /> GUY •. \ 4',[WA \\ I I STING PROPERTY UNE <br /> \\ I ELECTRICAL MANHOLE F?�7 N/A \\` _ _ _ ______ _ _ 0 <br /> I i <br /> �- >•.. 100W 150TY 2DDW .. <br /> _ ELECTROUER ��' \ RE RIGHT-0FWAY Z <br /> UTIUTY BOX G N/A MITS OF GRADING - <br /> GASUNE -9--- WA <br /> GAS VALVE 9P N/A ABBREVIATIONS <br /> Sa„V <br /> PADELEVATION WA N/A + PLUS OR MINUS(NOT EXACT) DIP DUCTILE IRON PIPE IT JOINT TRENCH RD ROAD �? <br /> S AT (DOM) DOMESTIC MS( MAXIMUM PET RETURN F <br /> FINISH FLOOR ELEVATION(PROPOSED) WA- FF=100.00 AS AGGREGATE BASE DR DRIVE MH MAINTENANCE HOLE RV RESISTANCE VALUE - - H •E h <br /> AC ASPHALTOONCRETE DW DRIVEWAY MIN MINIMUM RP REDUCEDPRESSURE <br /> BUILDING PAD WA 10.0 -ACC ACCESSIBLE E EAST M.I.D MODESTO IRRIGATION DISTRICT BP BACKFLOW PREVENTER 11 N <br /> &E6TC ADTT AVERAGE DAILY TRUCKTRAFFIC EC END OF CURVE N NORTH S SLOPE OR SOUTH �• <br /> TOP OF CURB ELEVATION 3�TC AS ATRIUM GRATE ELC ELECTROUER NOS NOS INC.(MANUFACTURER) SD STORM DRAIN <br /> B.66 EG ALT ALTERNATE ELEV ELEVATION NIC NOT INCLUDED SG SUB-0RADE g <br /> ORIGINAL GROUND N/A APN ASSESSORS PARCEL NUMBER EP EDGEOFPAVEMENT NSE NORTHSTAR ENGINEERING BHT SHEET <br /> 6.1% 6.1% ASR AUT0IMTI0 SPRINKLER RISER ER END OF RETURN NTS NOT TO SCALE SIM SIMILAR <br /> DIRECTION OF FLOW _ _ AVE AVENUE ESMf Ofl EASE EASEMENT OC ON CENTER SIC SANJOAOUIN COUNTY PREPARED FOR { <br /> CONTOURS ��;�,/� -�32 BEGIN CLIME IXOP EXIST EXISTING OF OFFSET SNS STREET NAMESIGN , <br /> SDRY BOUNDARY FDC FIRE DEPARTMENT CONNECTION OG ORIGINAL GROUND/GRADE ST STREET OWNER: <br /> BFP BACK FLOW PREVENTOR FEB FLARED END SECTION OHE OVER HEAD ELECTRIC STL STEEL - W g <br /> SEE LABEL FOR APN:263- <br /> WALL <br /> ( q BK BOOK FF FINISH FLOOR POR PAV PAVEMENT STA STATION YADWINDE SIN <br /> TYPE) ® R 3INGH ' <br /> BM BENCHMARK FG FINISH GRADE POO POINTOFCOMPOUNDCURVEOR STD STANDARD 255HAPPYVALLEYRO <br /> FENCE(CHAINLINKORVINYIJ - - BW BACKOFWALK' FH FIRE HYDRANT PORIWJD CEMENT CONCRETE SAY OR SW SIDEWALK PLF.ASANTON,CA 94587 <br /> V- B LEU <br /> SL BULDINGSETBACKUNE FL FLOW LINE PET PETROM SS SANRARYSEWER T:(40B)210-3938 <br /> FENCE(WIRE OR HOGWIRq -X-X-X- -X-X%- - SVC BEGIN VERTICALCUME FM FORCE MAIN PG PAGE TO <br /> TOP OF CURB <br /> C&G OR C.G. CURBANDGUTTEfl FS FlRE SERVICE PG&E PACIFIC GAS AND ELECTRIC TO TRENCH DRAIN SHEET INDEX <br /> FENCE(WOOD OR WROUGHT IRON) - - - CB CATCH BASIN FSR R ESPRINKLERPoSER PN PRESSURE INDICATOR VALVE TDC TOPOFDRNEOVERCURB PROJECT LOCATION <br /> CDs CONTINUOUS DEFLECTION GS GRADE BREAK PL PROPERTY UNE TEMP TEMPORARY _ <br /> FENCE(SPLIT RAIL) _ SEPARATORS GR GRATE,GRADE,OR GROUND PM PARCEL MAP TG TOP OF GRATE GENERAL INFORMATION Joe x: 21-2827 <br /> DIP CST IRON PIPE GS GROUND SHDT ELEVATION POO POINT OF CONNECTION THRU THROUGH Sf�ADDPE55 <br /> TREE OR SHRUB O NM CORCL CENTER UNE GS@W GROUND SHOTATWALL PP POWER POLE TI TRAFFIC INDEX APN:253AIX-2D 1. C1.1 COVER SHEET DATE 1/12/2022 - <br /> F CRAP OORRUGATED METAL PIPE GV GATE VALVE PRO POINT OF REVERSE CURVATURE TIN TOPOF WALL 31013 S.TRACY BLVD 2. C1.2 GENERAL NOTES AND SPECIFICATIONS SCALE SHOWN <br /> 8E TREE STUMP P( WA CO CIBAN OUT HOPoZ HORIZONTAL PROF PROFILE TVC TOPOFVERTIGAL CURB TRAC.CA 953TT 3. C1.3 DETAILSANDCROSSSECTIONS DRAWN: <br /> COMP• COMPACTION HP HIGH POINT PT POINT TYP TYPICAL DESIGN: G <br /> IRRIGATION LINE --1 Lr COIIC OR CC CONCRETE HPB HIGH PRESSURE SODIUM PTOF PRESSURE TREATED DOUGIlS FIR LION UNLESS OTHERWISE NOTED BENCHMARK SITE PLANS CHNO: MW <br /> t CR CURB RETURN HT HEIGHT PUE PUBUCUTIUTYFASEMENT VERT VERTICAL 4, C2.1 TOPOGRAPHIC PAID DEMOLITION PLAN <br /> 5 IRRIGATION VALVE 1'6� Ii CT• COURT HWY HIGHWAY PVC POLYVINYLCHLORIDE PIPE VCP VITRIFIED CLAY PIPE 5, C2.2 To <br /> AND DEMOLITION PLAN SHEET <br /> CV CHECK VALVE ID INSIDE DIAMETER RW RECWMEDWATER W WATER OR WEST ELEVATION: 91.W INAVDBS) 6, C2.3 TOPOGRAPHIC AND DEMOLITION PLAN NUMBER <br /> e IRRIGATION PRESSURE MWHOLEMENT ;iy; ® DDCV DOUBLE DETECTOR CHECK VALVE INV INERT FTAY RIGHT-0E-WAY WM WATER METER 7. C3.1 GFTADINGAND DRAINAGE PULN <br /> aq DI DRAIN IN IRR IRRIGATION R RADIUS WS WATER SERVICE BM ClTY OF TRACY BENCHMAPK2060.3.5'BWSS DSKWICROSS STAMPED B. C3.2 GRADINGANDDRAINAGEPIAN <br /> a� SIGN +-- v DIA DIAMETER - IF UNFALFEETOR UNFAP FEET RC RELATIVE COMPACTION WY WAY 'BUREAU OF RECLAMATION BM CIIA 1329-FOUND AT THE SOUTHEAST 9. C3,3 GRADING AND DRAINAGE PLAN <br /> W . <br /> LANE PCP REIN FORCED CONCRETE PIPE W/ WITH BRIDGEABUTMENT OF LAMMERS ROAD OVER THE DELTA-MENDOTA 10. C4.1 EROSION CONTROL PLAN,NOTESAND DETAILS <br /> s` KEYNOTESYMBOL CD ( LP LOW POINT RD. REIATNE DENSITY WWF WELDEDWIRE FABRIC CANAL 11. C42 EROSION CONTROL PLAN,NOTES AND DETAILS <br /> COPYRIGHT®2022 NORTHSTAR ENGINEERING GROUP,INC <br />