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Ik ;./A ._ f EXISTING WELL /,.�/. ... ... . ...... _Ji :! rot �! ! r. cn/�7 7,rx -I ,...W ! i IZy �G)IJ V A - i—.� I ' � �` � ! '� �� .L•' __.__ 1/%11/1/ /1/` /�:/ I ; c� �t i._:. ._ ;" — j Tn 4"SS % EX WEX W / / i c? o z i Y�j. EX. BUILDING (D) / . �', p i II j! m m CONNECT TO EXISTINGI _...� w W SEWER AND INSTALL! I/ € CLEAN-OUT; 4"INV=±40.65- � CONNECT TO EXISTING SEWER FORCE MAIN, �, ti.: 1 \ UER REPLACE EXISTING PUMP WITH FLYGT MODEL NS f '' _v =3 3085 (3HP 3PH 230V) AND 3" CHECK VALVE. �_ `;} _� a s 82 LF 6" SEWER S=.010 REPLACE EXISTING PANEL AND WIRING NEW 411S5 I _ ;'SSFM SS -CO PANE HALL MATCH EXISTING PANEL FUNCTION 11.26° ANGLE 75 LF 3" ;. — RIM: 44.08 - ---� --i f 20 LF 3"SSFM...:.. __ ' .. - _...__ _. SSFM r �4"INV.: 0,84 11.25° ANGLE 90i° ANGLE I 20 LF 3"SSFM I I i EXISTING SEPTIC TANK y 1 _ EXISTING WELL /Z /�o t �. 1 TIE IN TO EXISTING 4" SEWER (INV: ±40,8) AND INSTALL 42 LF 4" SEWER TO NEW BATHROOM BUILDING (INV: 41.2); CONTRACTOR TO VERIFY TIE V IN LOCATION AND ELEVATION AND NOTIFY THE ENGINEER IF THEIR ARE ANY DISCREPANCIES. RIM: 44.26 4"INV.: 41.10 til t I C Ix 10 ! \ 1 f \6 � IE \ AND SEWER PUMP I II ' I ! I;'' ! I ►\ STATION TO REMAIN f n �� � h l I ! I ' ! 1 SS _(CO ! ! ► EXISTING I _ .. _. RIM: 44.16 ! ! ! ! 7 777-77 6 INIV.: 41.20 i LEACH FIELD RIM: 43.2 �I E NEW BUILDING (H) SS -CO RIM: ±43.6 100 LF 4" PVC PERF. PIPE S =.0017 6"INV ' 40 62 2 TOTAL (200 LF) j j 3"SSFM INV.: 41.50(N) oIt Q I \ f `14' INV.: 41.37(S} € JENSEN MODEL D3 DISTRIBUTION I I BOX (OR APPROVED EQUAL) 6' (TYP.) 3 \ \ I oCD I j Y I/ U) x\ U) P p Uj n ° > z 3 if � i \ i T PROPOSED _--.---� LEACH FIELD .,A„ yv i 00 P s% .,—PROPOSED LEACH FIELD "B" CONTRACTOR TO REPAIR ANY DAMAGE TO TURF/IRRIGATION LINE DUE TO NEW LEACH FIELD INSTALLATION F' �1 TEL: ( 209 ) 239 - 6229 SANITARY SEWER — EX S — SEWER LATERAL — — No. C87499 D.I.P. SEWER - — — — — — — - II i OF CAO- SEWER STATION NIA XXfXX S SEWER LENGTH NIA XX L.F. X'S S=.XXXX — — .,,,_ _... — — ..._ — _ _ �— :7X"SS > f , _._ _. . _ _ o � �' -a FUTURE SEPTIC LEACH CENTERLINE TO SEWER NIA _. � © RESERVE AREA @ 100% A �� A z PROPOSED INSTALL JENSEN JZ2500 GALLON SEPTIC TANK. J SEPTIC TANK 1'B11 �, U_ INSTALL CONCRETE COLLARS ON ACCESS L) W H MANHOLES OF SEPTIC TANK. SEE IMPROVEMENT am 1�0 >..___.PLANS FOR DETAILS. \ j CL FG: ±43.3 I� I \ SSMH !�T W 0 6"INV.: 40.45(W) z m ' li RIM: ±43.3 J L a 4"INV.: 40.28(E) j j 3"SSFM INV.: 41.50(N) oIt Q I \ f `14' INV.: 41.37(S} € JENSEN MODEL D3 DISTRIBUTION I I BOX (OR APPROVED EQUAL) 6' (TYP.) 3 \ \ I oCD I j Y I/ U) x\ U) P p Uj n ° > z 3 if � i \ i T PROPOSED _--.---� LEACH FIELD .,A„ yv i 00 P s% .,—PROPOSED LEACH FIELD "B" CONTRACTOR TO REPAIR ANY DAMAGE TO TURF/IRRIGATION LINE DUE TO NEW LEACH FIELD INSTALLATION CONTRACTOR TO INSTALL SEPTIC TANK AND LEACH LINES PER SAN JOAQUIN COUNTY EHD STANDARDS. SEPARATE PERMIT FROM SJ EHD WILL BE ACQUIRED BY CONTRACTOR FROM PLAN PREPARED BY MCR ENGINEERING. VICINITY MAP SANITARY SEWER LEGEND EXISTING PROPOSED STANDARD MANHOLE F' �1 TEL: ( 209 ) 239 - 6229 SANITARY SEWER — EX S — SEWER LATERAL — — No. C87499 D.I.P. SEWER - — — — — — — - D.I.P. LATERAL i OF CAO- SEWER STATION NIA CONTRACTOR TO INSTALL SEPTIC TANK AND LEACH LINES PER SAN JOAQUIN COUNTY EHD STANDARDS. SEPARATE PERMIT FROM SJ EHD WILL BE ACQUIRED BY CONTRACTOR FROM PLAN PREPARED BY MCR ENGINEERING. VICINITY MAP SANITARY SEWER LEGEND EXISTING PROPOSED STANDARD MANHOLE STANDARD CLEANOUT �1 TEL: ( 209 ) 239 - 6229 SANITARY SEWER — EX S — SEWER LATERAL — — No. C87499 D.I.P. SEWER - — — — — — — - D.I.P. LATERAL OF CAO- SEWER STATION NIA XXfXX S SEWER LENGTH NIA XX L.F. X'S S=.XXXX SEWER TAG :7X"SS > X"SS DIMENSION LINE FROM CENTERLINE TO SEWER NIA A LINE ABBREVIIATION LIST GROUND ELEV: SEE PLAN 15 -POUND ASPHALT -SATURATED FELT (OR APPROVED EQUAL) II€' f 4" PERFORATED PVC > (OR APPROVED EQiJAL) .j . PERCABLE AREA 314" TO 112" DRAIN ROCK FREE OF DUST, SAND, CLAY,' OR FINE MATERIAL = SS 1 LEACH FIELD TRENCH NOT TO SCALE @ AT MAX MAXIMUM AB AGGREGATE BASE MH MAINTENANCE HOLE AC ASPHALT CONCRETE MIN MINIMUM ADA AMERICAN DISABILITIES ACT MUSD MANTECA UNIFIED SCHOOL DISTRICT BC BIEGINNING OF CURVE NTS NOT TO SCALE BDRY BOUNDARY OG ORIGINAL GROUND 1 GRADE BSL BIUILDING SET BACKLINE (P) PROPOSED BVC BIEGIN VERTICAL CURVE P PAVEMENT C & G CURB AND GUTTER P.A.E. PRIVATE ACCESS EASEMENT CIP CAST IN PLACE PIPE PP POWER POLE CI CURB INLET PL PROPERTY LINE CL CENTER LINE PRC POINT OF REVERSE CURVATURE CO CLEAN OUT PT POINT CONC CONCRETE PUE PUBLIC UTILITY EASEMENT COL CITY OF LODI PVC POLYVINYL CHLORIDE PIPE COM CITY OF MANTECA RCP REINFORCED CONCRETE PIPE CR CURB RETURN RGRCP RUBBER GASKET REINFORCED DIA DIAMETER CONCRETE PIPE DIP DUCTILE IRON PIPE RET RETURN DW DRIVEWAY R RADIUS D OR SD DRAIN OR STORM DRAIN SD STORM DRAIN EC E:ND OF CURVE SMT SHEET EG EXISTING GROUND SNS STREET NAME SIGN ELEV ELEVATION STA STATION EP EDGE OF PAVEMENT STD STANDARD ESMT EASEMENT S[W SIDEWALK EVA EMERGENCY VEHICLE ACCESS SS SANITARY SEWER EVC E:ND OF VERTICAL CURVE S SLOPE (E), EX, EXIST EXISTING TB THRUST BLOCK FG FIUTURE/PROPOSED GRADE TC TOP OF CURB FH FIIRE HYDRANT TEMP TEMPORARY FL FTOW LINE THRU THROUGH G G3ROUND TI TRAFFIC INDEX GB GRADE BREAK GW G3REASE WASTE TPE TREE PLANTING EASEMENT HGL H1YDRAULIC GRADE LINE TR TRANSITIONTYP. TYPICAL HP HIIGH POINT V 6" VERTICAL CURB CDP, HPS HIIGH PRESSURE SODIUM WS WATER SERVICE 1k) INV INVERT W WATER IRR IRRIGATION ^*� ± PLUS OR MINUS (NOT EXACT) LF LIINEAL FEET OR LINEAR FEET U.N.O. UNLESS NOTED OTHERWISE LP LOW POINT ENGINEERING 1242 DUPONT COURT MANTECA, CA 95336 TEL: ( 209 ) 239 - 6229 FAX: (209)239-8839 Q�t4FESSIpNq �c�O L No. C87499 sp CIV11- ATE fjN OF CAO- APPROVED: PLAN REVISIONS NO. DESCRIPTIONS DATE 0 A A A z 0 J U Z L) W H a am 1�0 mmi CL Z O N cnLU z m LLQ0 cl ❑ J L) O u1 a am WLU2 W LU LUz LUUJW z Know what's below. Call before you dig. 8111800-227-2600 JOB NO.: 19-006 DATE: 5/18/2020 SCALE: AS SHOWN DR. BY: DB CK. BY: MS SHEET NO. OF 1 SHEET