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SITEINTERSTATE 5S MCKINLEY AVEFR <br />E <br />N <br />C <br />H <br />CA <br />M <br />P <br /> <br />R <br />O <br />A <br />D <br />W MATHEWS ROAD <br />EX. SEPTIC <br />TANK <br />LE <br />A <br />C <br />H <br /> <br />F <br />I <br />E <br />L <br />D <br />E <br />E E <br />EX. SEPTIC <br />PUMP <br />EX. SEPTIC <br />TANK <br />17.262 <br />CP/MAG <br />18.087 <br />CP/MAG <br />34 <br />17. <br />7 <br />6 <br />CP <br />/ <br />M <br />A <br />G <br />18.191 <br />CP/MAG <br />17.724 <br />DI/AP <br />19.579 <br />CP/CH+ <br />EX. LIBR <br />A <br />R <br />Y <br />BUILDIN <br />G <br />U <br />NI <br />T <br />L4TH STREETSEX. BUILDINGP10NOPARKINGEX. BUILDINGP9EX. BUILDINGP8EX. BUILDINGP7EX. BUILDINGP6EX. BUILDINGP5EX. BUILDINGP4EX. BUILDINGP3EX. BUILDINGP2EX. BUILDINGP1EP <br />EX. <br />BUILDIN <br />G <br />J <br />6"SS 6"SS 6"SS6"SS3"SS4"SS <br />6"SS <br />C <br />E <br />EX. <br />PLAYGROUND <br />EX. <br />PLAYGR <br />O <br />U <br />N <br />D <br />EX. <br />BUILDIN <br />G <br />J11 <br />EX. <br />BUILDIN <br />G <br />J9 <br />EX. <br />BUILDIN <br />G <br />J10 <br />EX. <br />BUILDIN <br />G <br />C <br />EX. <br />BUILDIN <br />G <br />0 <br />EX. <br />BUILDIN <br />G <br />A1 <br />EX. <br />BUILDIN <br />G <br />A2 <br />SSCO <br />RIM = 17.92 <br />4" INV. = 14.79 <br />CONNECT TO EX. SSCO <br />RIM = 17.52 <br />EX. 6" INV = 11.57 <br />4" INV. = 11.57 <br />100 LF 4" PVC PERF. PIPE S = .001712'4" <br /> <br />INV <br />. <br /> = <br /> 14 <br />. <br />8 <br />3 <br />SSCO <br />RIM = 17.95 <br />4" INV. = 14.58 <br />SSCO <br />RIM = 17.51 <br />4" INV. = 14.00 <br />4"SS 4"SS4"SSREMOVE EXISTING JENSEN D5 DISTRIBTION BOX <br />AND REPLACE WITH MAINTENANCE HOLE <br />SEE DETAIL 8, SHEET C2.0 <br />4" INV. = 13.99 (IN) <br />4" INV. = 13.91 (OUT) <br />18 LF 4" SEWER S = .0078 <br />8.5'5'CONTRACTOR SHALL MODIFY EX. 4,000 <br />GALLON SEPTIC TANK TO INCLUDE <br />ADDITIONAL 1,000 GALLONS OR <br />INSTALL JENSEN JZ-5000 GALLON <br /> COMMERCIAL SPETIC TANK <br />(OR APPROVED EQUAL) <br />RIM = 16.70 <br />4" INV. = 14.29 IN <br />4" INV. = 14.04 OUT4"SSCAUTION EX. SS XING <br />SSCO <br />RIM = 17.15 <br />4" INV. = 12.06 <br />CAUTION EX. SS XING <br />CAUTION EX. ELECT XING <br />CAUTION EX. ELECT XING <br />STUB & PLUG EX. SS <br />CAUTION EX. WATER XING <br />CAUTION EX. ELECT XING <br />SSCO <br />RIM = 17.15 <br />4" INV. = 12.82 <br />SSCO <br />RIM = 17.15 <br />4" INV. = 13.75 <br />CAUTION EX. SD XING <br />**CONCRETE SADDLE <br />TO BE USED <br />8" EX. SD INV. = 12.75± <br />4" SS INV. = 13.48 <br />CAUTION EX. WATER XING <br />75 LF 4" SEWER S = .00785.6'6.4'3.3'10.4'32 LF 4" SEWER S = .0078 <br />3.6'SS-AD <br />RIM = 17.83 <br />4" INV. = 14.73 <br />PROPOSED LEACH FIELD RESERVE <br />PLUG AND STUB EX. SEWER <br />PLUG AND STUB EX. SEWER <br />120. <br />0 <br />6 <br />' <br />PROPOSED <br />BUILDING4TH STREETEXISTING WELL <br />EXISTING <br />LEACH FIELD <br />PROPOSED <br />LEACH LINE <br />ADDITION <br />EXISTING <br />SEPTIC TANK <br />EXISTING WELL <br />PROPERTY LINE <br />PLAN REVISIONS <br />DATE <br />CK. BY: <br />NO. <br />SCALE: <br />DR. BY: <br />JOB NO.: <br />DATE: <br />DESCRIPTIONS <br />SHEET NO. <br />OF SHEET <br />AS SHOWN MANTECA, CALIFORNIA1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />Know what's below.before you dig.Call <br />R <br />811 / 800-227-2600 <br />ENGINEERING <br />w w w . m c r e n g . c o m <br />1242 DUPONT COURT <br />MANTECA , CA 95336 <br />TEL : <br />FAX : <br />( 209 ) 239 - 6229 <br />( 209 ) 239 - 8839 <br />APPROVED: <br />19-011 FRENCH CAMP ELEMENTARY SCHOOL MODERNIZATIONSS <br />5/18/2020 <br />MS <br />1 SEPTIC DESIGN PLOT PLANVICINITY MAP <br />@ AT <br />AB AGGREGATE BASE <br />AC ASPHALT CONCRETE <br />ADA AMERICAN DISABILITIES ACT <br />BC BEGINNING OF CURVE <br />BDRY BOUNDARY <br />BSL BUILDING SET BACKLINE <br />BVC BEGIN VERTICAL CURVEC & G CURB AND GUTTER <br />CIP CAST IN PLACE PIPE <br />CI CURB INLET <br />CL CENTER LINE <br />CO CLEAN OUT <br />CONC CONCRETE <br />COL CITY OF LODI <br />COM CITY OF MANTECA <br />CR CURB RETURN <br />DIA DIAMETER <br />DIP DUCTILE IRON PIPE <br />DW DRIVEWAY <br />D OR SD DRAIN OR STORM DRAIN <br />EC END OF CURVE <br />EG EXISTING GROUND <br />ELEV ELEVATION <br />EP EDGE OF PAVEMENT <br />ESMT EASEMENT <br />EVA EMERGENCY VEHICLE ACCESS <br />EVC END OF VERTICAL CURVE(E), EX, EXIST EXISTINGFGFUTURE/PROPOSED GRADEFHFIRE HYDRANT <br />FL FLOW LINEGGROUNDGBGRADE BREAK <br />GW GREASE WASTE <br />HGL HYDRAULIC GRADE LINE <br />HP HIGH POINT <br />HPS HIGH PRESSURE SODIUM <br />INV INVERT <br />IRR IRRIGATION <br />LF LINEAL FEET OR LINEAR FEET <br />LP LOW POINT <br />MAX MAXIMUM <br />MH MAINTENANCE HOLE <br />MIN MINIMUM <br />MUSD MANTECA UNIFIED SCHOOL DISTRICT <br />NTS NOT TO SCALE <br />OG ORIGINAL GROUND / GRADE(P)PROPOSED <br />P PAVEMENT <br />P.A.E.PRIVATE ACCESS EASEMENT <br />PP POWER POLE <br />PL PROPERTY LINE <br />PRC POINT OF REVERSE CURVATURE <br />PT POINTPUEPUBLIC UTILITY EASEMENT <br />PVC POLYVINYL CHLORIDE PIPE <br />RCP REINFORCED CONCRETE PIPE <br />RGRCP RUBBER GASKET REINFORCED <br />CONCRETE PIPE <br />RET RETURN <br />R RADIUS <br />SD STORM DRAIN <br />SHT SHEET <br />SNS STREET NAME SIGN <br />STA STATION <br />STD STANDARD <br />S/W SIDEWALK <br />SS SANITARY SEWER <br />S SLOPE <br />TB THRUST BLOCK <br />TC TOP OF CURB <br />TEMP TEMPORARY <br />THRU THROUGH <br />TI TRAFFIC INDEX <br />TPE TREE PLANTING EASEMENT <br />TR TRANSITION <br />TYP.TYPICAL <br />V 6" VERTICAL CURB <br />WS WATER SERVICE <br />W WATER <br />±PLUS OR MINUS (NOT EXACT) <br />U.N.O.UNLESS NOTED OTHERWISE <br />ABBREVIATION LIST <br />EXISTING PROPOSED <br />N/A <br />XX L.F. X"S S=.XXXX <br />SXX+XX <br />X"SSX"SS <br />N/A 13' <br />N/A <br />DIMENSION LINE FROM <br />CENTERLINE TO SEWER <br />LINE <br />STANDARD CLEANOUT <br />D.I.P. LATERAL <br />D.I.P. SEWER <br />SEWER TAG <br />SEWER LENGTH <br />SEWER STATION <br />SEWER LATERAL <br />SANITARY SEWER <br />STANDARD MANHOLE <br />SANITARY SEWER LEGEND <br />1 <br />NORTH <br />0 30 <br />15 <br />2'1'(MIN)2"1'-10"GROUND ELEV: SEE PLAN <br />NOT TO SCALE <br />LEACH FIELD TRENCHSS12'4" PERFORATED PVC <br />(OR APPROVED EQUAL) <br />3/4" TO 1 12" DRAIN <br />ROCK FREE OF <br />DUST, SAND, CLAY, <br />OR FINE MATERIAL <br />15-POUND ASPHALT-SATURATED <br />FELT (OR APPROVED EQUAL) <br />PERCABLE AREA