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E519 - E535
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E519 - E535
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Last modified
5/3/2024 10:45:10 AM
Creation date
1/22/2016 12:45:45 PM
Metadata
Fields
Template:
Large Plans - LP
Project
Spanos Park West Eight Mile Road Oak Grove Regional Park Frontage Improvements
Year
2004
Roads Worked
Eight Mile Rd.
Red Lines
No
Supplemental fields
Classification
Improvement Plans
Cross Ref
E519 - E535
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FMr MILE ROAD L.-- <br /> C� <br /> IMPROVEMENT PLAN F R � 0. LROVE [��Q� <br /> S O �RfCIONAL PARK <br /> BENCHMARK PROJECT <br /> L I SITE �6 =W <br /> S <br /> o N � aouL�� � <br /> ABBREVIATIONS SPA NOS PARK WEST <br /> ABBREVIATION DESCRIPTIONo L2j � N <br /> v <br /> AB AAT EIGHT MILE ROADGGREGATE BASE N C3If ST_OCKTON 7� � cc <br /> AC ASPHALT CONCRETE u� �n� 1 w p LL 1 <br /> ACP ASBESTOS CEMENT PIPE � � Z 7 <br /> AH AHEAD O Z = _ <br /> ALT ALTERNATE STATIONING F <br /> AP ANGLE POINTOAK VE VICINITY MAP N o <br /> BC BEGINNING OF CURVE NOT TO SCALE Z m <br /> BORY BOUNa4RY 3 <br /> SK BACK <br /> BMP BEST MANAGEMENT PRACTICES O <br /> BSL BUILDING SETBACK UNE <br /> BVc BEGIN OF VERTICAL CURVE <br /> C & G CURB AND GUTTER FRONTA GE IMPRO <br /> ClP CAST /N PLACE <br /> f OR CL CENTERLINE <br /> CO CLEAN OUT ❑❑❑ a <br /> CosC CONCRETE IE \ <br /> COS C/lY OF STOCKTON <br /> CB CATCH BASIN <br /> CW COUNTY WIDE TOCKTON <br /> s CALIFORNIA <br /> DET DETAIL <br /> Of DRAIN INLET • �, <br /> DIA DAMETER <br /> DIP DUCTILE IRON PIPE <br /> DO DRIVE OVER CURB <br /> DW DRIVEWAY I • <br /> DWG DRAWING <br /> EC END OF CURVE <br /> ELECT OR ELEC EL.ECTROLIER I \ <br /> EL DR ELEV ELEVATION 0 MIL E ROAD <br /> ELL ELBOW I <br /> EP EDGE OF PAVEMENT <br /> EESC WEno�o£ RM CONTROL � SHEET ,4 �, SHEET 4 SHEET 5 � <br /> EVC END OF vER71CAL CURVE SHEET 6 SHEET 7 SHEET 8 SHEET 9 <br /> IX OR IX/ST IX/SnNG <br /> FG FINISH GRADE r <br /> FH FIRE HYDRANT <br /> --- � rr -- -'FL FLOW LINE <br /> iTGB GRADE BREAK _ - <br /> --- -- ---- ---- --- --- -- - SCALE 110 = 2001 <br /> GR GRADE - <br /> HGL HYDRAULIC GRADE UNE ---- <br /> - - <br /> HOR HORIZONTAL A <br /> HP HIGH POINT <br /> ---------- <br /> Foam <br /> HPS HIGH PRETSUR,= SODIUM , Qt <br /> 15 Qt <br /> INV INVERT n Cj 5 <br /> IRR /RRIGATIOFI � � z l �,/�� / / l l j '' <br /> ! LF LINEAL I T7 OR LINEAR FOOT \ ffii Ur RS UI� Ur ; OA GROVE R rr:-.,lJ :./J\1TJ L Pr!R � U U � � J <br /> LP LOW POINT J <br /> LT LEFT '' <br /> MAX MAXIMUM `\ INDEX O <br /> MH MAINTENANCE HOLE <br /> MIN MINIMUM <br /> AI NORTH <br /> NO NUMBER EET DESCRIPTION <br /> OG SH <br /> /y�rr <br /> O <br /> NOT TD SCALE <br /> G ORIGINAL GROUND / GRADE <br /> PVEMEAff <br /> POWD? PILE 1 COVER SHEET W w <br /> IE OR PL PROPERTY UNE LEGEND <br /> PRC POINT Of- RtVERSE CURVATURE <br /> 2 GENERAL NOTES AND SPECIFICATIONS <br /> PT POINT OF TANGENCY <br /> PUE PUBLIC UnUTY EASEMENT CURB, GUTTER AND SIDEWALK - - - - - - PROPOSED MASONRY WALL 3 DETAILS 0 <br /> PVC POLYVINYL CHLORIDE PIPE u <br /> (PER C.W. STD. DWG. NO. CW-C6 AND CW-C7) 1a SD STORM DRAIN LINE 4 PLAN AND PROFILE - STA 132+ 12.31 TO 134+09.50 <br /> RCP REIWOZED CONCRETE PIPE CATCH BASIN <br /> RET RETURN (PER C.O.S. STD. DWG. NO. 80) aii SS SANITi eY SEWER LINE 5 PLAN AND PROFILE - STA 134+09.50 TO 138+50.00 <br /> R RAD/US 811 W WATER LINE <br /> RT RIGHT CURB, GUTTER AND SIDEWALK(BY OTHERS) 0 MANHOLE 6 PLAN AND PROFILE - STA 138+50.00 TO 143+50.00 0 <br /> RPM'S R4I8£D PAVEMENT MARKINGS ) EXISTING DRAIN INLET <br /> RRIGHT O 7 PLAN AND PROFILE - STA 143+50.00 TO 148+50.00 <br /> F WAY O• EXISTING CENTERLINE MONUMENT ® FIRE HYDRANT <br /> RRV WD REDWOOD <br /> RV RESISTANCE VALUE @ CENTERLINE MONUMENT ■ BLOW OFF 8 PLAN AND PROFILE — STA 148+50.00 TO 153+50.00 <br /> SHT SHEET (PER C.O.S. STD. DWG. NO. 122) GATE VALUE 9 PLAN AND PROFILE - STA 153+50.00 TO 158+50.00 g <br /> SNS STREL7 NAME SIGN .0025 DIRECTION OF FLOW WITH DRAINAGE SLOPE cf1 BUTTERFLY VALVE <br /> Lo STA STATION <br /> STD STANDARD 10 PLAN AND PROFILE - STA 158+50.00 TO 163+ 17.83 <br /> p�--� ELECTROLIER (15OW) <br /> S/w SIDEWALK TOP OF CURB ELEVATION — ROLL CURB <br /> SS SANITARY SEWER, SEWER SERVICE 7 ` (PER C.W. STD. DWG. NO. CW—C6) ELECTROLIER (20OW) 11 STRIPING PLAN <br /> S SLOPE OR SOUTH DOUBLE MAST ARM ELECTROLIER (20OW) 12 STRIPING PLAN <br /> A SCH SCHEDULE v TOP OF CURB ELEVATION — VERTICAL CURB & GUTTER m <br /> u \l SD STORM DRAW /7r27 (PER C.W. STD. DWG. NO. CW—C7) — EXISTING RAIL FENCE 13 EROSION CONTROL PLAN <br /> SDMH STORM DRAIN MANHOLE PROPOSED RAIL FENCE 14 EROSION CONTROL DETAILS <br /> SSMH SANITARY SEWER MANHOLE 10.40 FG FINISHED GRADE ELEVATION <br /> TC TOP OF CURB <br /> TEMP TEMPORARY n F TOP OF CURB ELEVATION - TYPE n CURB & APRON 15 INTERIM SIGNAL PLAN <br /> TG TOP OF GRATE (PER C.W. STD. DWG. NO. CW-C8) w <br /> THRU THROUGH 16 SIGNAL INTERCONNECT CONDUIT PLAN <br /> e TI TRAFFIC INDEX EXISTING GROUND ELEVATION <br /> Tow TOP OF WALL W HANDICAP RAMP 17 TRAFFIC SIGNAL NOTES AND DETAILS aO"Miff © 2M nMPSW- MU EWIGINEEPS <br /> TRE TREE PLANTING EASEMENT <br /> a TYP TYPICAL EIGHT MILE ROAD <br /> v vER77c4c CURVE OR v£Locm of Flow OAK GROVE REGIONAL PARK FRONTAGE <br /> vc vER77W:4L CURVE sn7cKT04 CALFCAI94 <br /> g VERT VERTICAL COUNTY OF SAN JOAQUIN <br /> VCP WMIRED CLAY PIPE DEPARTMENT OF PUBLIC WORKS COVER SHEET <br /> WCR WHEELCHAIR RAMP <br /> E WS WATER SERVICE ENCROACHMENT7/DATE <br /> W WATER, OR WEST PERMIT NO.: o y-/8S-NKI ISSUED. -BY. <br /> 1<! DEPARTMENT OF PUBLIC WORKS <br /> t PLUS OR MINUS (NOT EXACT) CITY OF STOCKTON, CALIFORNIA <br /> 3 <br /> s COUNTY OF SAN JOAQUIN SHEET NO. <br /> DEPARTMENT OF PUBLIC WORKS SCALE: AS SHOWNRAVED BY: <br /> DESKM Or LC / 7 <br /> APPROVED: DATE. r <br /> z DRAWN BY: LC �/ ,. �—. OF <br /> RCf NO: CHECKED BY: MP <br /> DIRECTOR OF PUBLIC WORKS EXP DATE' CITY ENOINEE STOCKTON, A. ,TOB NO, <br /> RECORD DWG: - DATE: b� O 122269.02.006 <br />
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