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MCR <br />ENGINEERING <br />1242 DUPONT COURT <br />IMPROVEMENT PLANS FOR: <br />TEL: ( 209) 239 - 6229 <br />FAX : ( 209) 239 - 8839 <br />QROFESS/pyq <br />�pN EAVfyso� F.y <br />y�E� <br />W <br />z No. C54088 z <br />* EXP. 12-31-23 <br />ROJ <br />CT ALD AG L <br />APPROVED: <br />PLAN REVISIONS <br />NO. DESCRIPTIONS <br />DATE <br />1642 <br />NORTHROP STREET <br />STOCKTON, CA <br />LEGEND <br />SITE PLAN <br />U <br />Z <br />0 <br />VICINITY MAP <br />ITEM EXISTING <br />PROPOSED <br />U <br />O <br />cn <br />J <br />®M� <br />WATER VALVE <br />-0o- <br />O <br />N W <br />LU <br />_ <br />40 <br />LUi <br />J <br />AIR RELEASE VALVE <br />ci) <br />za <br />T u <br />LU <br />2 <br />LU <br />W <br />U <br />> <br />'w <br />o <br />O <br />U <br />o <br />� � '� 2 <br />G <br />BLOWOFF <br />— — <br />W <br />- <br />I <br />20 <br />F- <br />0 O <br />III <br />I <br />I i i III <br />❑ <br />O <br />Z <br />FIRE HYDRANT �J <br />1� <br />T <br />• <br />I <br />I III I <br />❑ <br />Cal I before you dig. <br />811 / 800-227-2600 <br />WATER METER 0 <br />0 <br />SCALE: AS SHOWN <br />DR. BY: MEJ <br />I <br />,I <br />I <br />- � <br />1 <br />D <br />SEWER MANHOLE <br />STORM MANHOLE <br />, <br />I <br />I I ' • <br />� � <br />y <br />P <br />q <br />° <br />DRAIN INLET <br />° <br />PROJECT SITE <br />CURB INLET <br />CLEANOUT O <br />Q <br />® <br />I <br />I I <br />L J <br />< <br />�2 \ <br />SEWER MANHOLE NUMBER <br />I <br />I <br />1 <br />oma <br />STORM MANHOLE NUMBER ® <br />O <br />`•._ <br />I_ <br />WATER LINE EXN <br />S"VJ <br />I <br />SANITARY SEWER —EXS <br />1 <br />STORM DRAIN EX So <br />12"SD <br />i III <br />TYPICAL ELECTROLIER <br />IPMOIEW MILD IEI(MIE Ipm. =-M-002 <br />NORTH <br />TYPICAL LUMINAIRE <br />SHEET INDEX <br />ELECTRICAL VAULT [E]I <br />I I I <br />SURVEY MONUMENT OO <br />OO <br />I III <br />I <br />I I s <br />I <br />UTILITY POLE <br />SIGNAGE <br />11 <br />I <br />= <br />I <br />_______ <br />------------------ <br />_________ <br /># <br />SHEET TITLE <br />I Ir <br />40.50TC <br />40.50TC <br />I <br />I I ° i <br />r' <br />1 <br />COVER SHEET <br />ELEVATION <br />40.°OP <br />-. <br />i I .. <br />®� <br />GENERAL NOTES, SPECIFICATIONS, & <br />DIRECTION OF FLOW 2.00% <br />2.00% <br />DETAILS <br />ORIGINALGROUND h� <br />N/A <br />—� — — — — — — — — — — — — — — — — — <br />3 <br />TOPOGRAPHIC SURVEY &DEMOLITION <br />11 <br />7 <br />,ip <br />X <br />I <br />I <br />-- -- -- ---- ---- <br />PLAN <br />BARBED WIRE FENCE x x x <br />XXX <br />L ---T-1+1 <br />---------------------- <br />11 <br />` <br />-- -----_--- ---- <br />4 <br />SITE, PAVING, & DIMENSIONING PLAN <br />FENCE ��❑ ❑ ❑ <br />WOOD— <br />��❑ ❑ ❑ <br />L <br />:..-.. - - - - - - - - - - <br />- ----------------------- <br />1 • <br />..-` <br />5 <br />GRADING PLAN <br />RETAINING <br />RETAINING WALL <br />,Y;=-", : <br />—.----- <br />6 <br />UTILITY PLAN <br />MASONRY WALL ❑ ❑ ❑ ❑ <br />�� <br />7 <br />EROSION & SEDIMENT CONTROL PLAN <br />LONGE STREET— <br />CURB, GUTTER & SIDEWALK <br />® _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />g <br />a <br />TYPICAL RETURN WITH / <br />HANDICAP RAMP <br />I II <br />ABBREVIATION LIST <br />APPROVALS <br />STOCKTON BENCHMARK #205: <br />BRASS DISK IN CONCRETE PILLAR <br />APPROX. 100' SOUTH OF THE NORTH END AND IN THE <br />@ AT FH FIRE HYDRANT RPA REDUCED PRESSURE BACKFLOW <br />CENTER OF THE A.C. PAVED TRAFFIC ISLAND IN THE <br />AB AGGREGATE BASE <br />FL <br />FLOW LINE <br />ASSEMBLY <br />CENTER OF AIRPORT WAY, SOUTH OF STIMSON ST. <br />AC ASPHALT CONCRETE <br />G <br />GROUND <br />RPBA <br />REDUCED PRESSURE BACKFLOW <br />COUNTY OF SAN JOAQUI N <br />ELEVATION: 23.56 (MARCH 2000 REVISION) <br />ADA AMERICAN DISABILITIES ACT <br />GB <br />GRADE BREAK <br />PREVENTER ASSEMBLY <br />BC BEGINNING OF CURVE <br />HGL <br />HYDRAULIC GRADE LINE <br />RPDA <br />REDUCED PRESSURE DETECTOR <br />DEPARTMENT OF PUBLIC WORKS <br />BDRY BOUNDARY <br />HP <br />HIGH POINT <br />ASSEMBLY <br />BSL BUILDING SET BACKLINE <br />INV <br />INVERT <br />RPV <br />PRESSURE REDUCING VALVE <br />BVC BEGIN VERTICAL CURVE <br />IRR <br />IRRIGATION <br />RTW <br />RETAINING TOP OF WALL <br />APPROVED AS "ENCROACHMENT PERMIT PLAN SET" <br />WD D# 5539W005681 <br />C & G CURB AND GUTTER <br />LF <br />LINEAL FEET OR LINEAR FEET <br />RWL <br />RAIN WATER LEADER <br />APPROVED FOR WORK WITHIN ROAD RIGHT-OF-WAY ONLY <br />CB CATCH BASIN <br />LP <br />LOW POINT <br />S <br />SLOPE <br />CI CURB INLET <br />MAX <br />MAXIMUM <br />SCDA <br />SINGLE CHECK DETECTOR ASSEMBLY <br />CIP CAST IN PLACE PIPE <br />MH <br />MAINTENANCE HOLE <br />SD <br />SHT <br />STORM DRAIN <br />SHEET <br />ACCEPTED: [ DATE: 6/28/2025 <br />ALL IMPROVEMENTS SHOWN ON THESE PLANS <br />CL CENTER LINE <br />CO CLEAN OUT <br />MIN <br />MS4 <br />MINIMUM <br />MUNICIPAL SEPARATE STORM SEWER <br />SL <br />SECTION LINE <br />ARE PUBLIC UNLESS OTHERWISE SPECIFICALLY <br />DENOTED. AN ENCROACHMENT PERMIT REQUIRED <br />CONC CONCRETE <br />SYSTEM <br />SNS <br />STA <br />STREET NAME SIGN <br />STATION <br />RCE NO.: 83375 EXP. DATE: 3/31/2025 <br />FOR ANY WORK DONE WITHIN PUBLIC RIGHT-OF-WAY. <br />COV CITY OF VICTORVILLE <br />NTS <br />NOT TO SCALE <br />CR CURB RETURN <br />OG <br />ORIGINAL GROUND / GRADE <br />STD <br />STANDARD <br />CRN ROAD CROWN <br />(P) <br />PROPOSED <br />SW / S/W SIDEWALK <br />DCDA DOUBLE CHECK DETECTOR ASSEMBLY <br />P <br />PAVEMENT <br />SS <br />SANITARY SEWER <br />ENCROACHMENT DATE <br />DIA DIAMETER <br />P.A.E. <br />PRIVATE ACCESS EASEMENT <br />TB <br />THRUST BLOCK <br />PERMIT NO.: PS -2300286 ISSUED: 3/30/2023 BY: S. Cooper <br />DIP DUCTILE IRON PIPE <br />PIV <br />POST INDICATOR VALVE <br />TC <br />TOP OF CURB <br />DO DRIVE OVER <br />PL <br />PROPERTY LINE <br />TEMP <br />TEMPORARY <br />DW DRIVEWAY <br />PP <br />POWER POLE <br />THRU <br />THROUGH <br />EC END OF CURVE <br />PRC <br />POINT OF REVERSE CURVATURE <br />TI <br />TRAFFIC INDEX <br />EG EXISTING GROUND <br />PT <br />POINT <br />TPE <br />TREE PLANTING EASEMENT <br />ELEV ELEVATION <br />PUE <br />PUBLIC UTILITY EASEMENT <br />TR <br />TRANSITION <br />EP EDGE OF PAVEMENT <br />PVC <br />POLYVINYL CHLORIDE PIPE <br />TYP. <br />TYPICAL <br />ESMT EASEMENT <br />R <br />RADIUS <br />U.N.O. <br />UNLESS NOTED OTHERWISE <br />EVA EMERGENCY VEHICLE ACCESS <br />RBW <br />RETAINING BOTTOM OF WALL <br />V <br />6" VERTICAL CURB <br />EVC END OF VERTICAL CURVE <br />RCP <br />REINFORCED CONCRETE PIPE <br />VM <br />4" VERTICAL CURB (MODIFIED) <br />EX, (EX), EXIST EXISTING <br />RET <br />RETURN <br />W <br />WATER <br />FDC FIRE DEPARTMENT CONNECTION <br />ROW/RW <br />RIGHT-OF-WAY <br />WS <br />WATER SERVICE <br />FG FINISHED GRADE <br />± <br />PLUS OR MINUS (NOT EXACT) <br />MCR <br />ENGINEERING <br />1242 DUPONT COURT <br />MANTECA , CA 95336 <br />TEL: ( 209) 239 - 6229 <br />FAX : ( 209) 239 - 8839 <br />QROFESS/pyq <br />�pN EAVfyso� F.y <br />y�E� <br />W <br />z No. C54088 z <br />* EXP. 12-31-23 <br />sTgT CIVI\- <br />f <br />OF CAS\F <br />APPROVED: <br />PLAN REVISIONS <br />NO. DESCRIPTIONS <br />DATE <br />8 <br />U <br />Z <br />0 <br />Y <br />U <br />O <br />cn <br />J <br />O <br />N W <br />LU <br />z <br />LUi <br />J <br />ci) <br />za <br />LU <br />2 <br />LU <br />W <br />U <br />> <br />'w <br />o <br />O <br />U <br />Cao <br />G <br />-J <br />Ia, <br />W <br />LU <br />cc <br />F- <br />0 O <br />cc <br />2 <br />F— <br />CC <br />O <br />Z <br />N <br />RT <br />�O <br />T <br />• <br />Know what's below. <br />Cal I before you dig. <br />811 / 800-227-2600 <br />JOB NO.: 22-030 <br />DATE: 6/27/2023 <br />SCALE: AS SHOWN <br />DR. BY: MEJ <br />CK. BY: DE <br />SHEET NO. <br />1 <br />OF 7 SHEET <br />