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STANDARD LOGAT I ONS (UNLE55 NOTED OTHERW75E) MAINS : 12' FROM STREET CENTERL I NE5. 5ERVICE5 5' MINIMUM FROM THE 4" HOUSE 5ANITARY SEWER LATERAL. 6ENERAL NOTES I. VALVE SIZES: ALL VALVES SHALL BE THE SAME 5IZE AS THE PIPE. 2. FITTIN65: ALL FITTIN65 SHALL BE THE SAME 5IZE AS THE PIPE. WHEN PIPE SIZES REDUCE AT A FITTIN6, THE REDUCTION MUST OCCUR THROUGH THE FITTING, OR AT THE OUTLET. PIPE SIZES MAY NOT BE REDUCED PRIOR TO THE FITTING. Z �S m 20 L. F. 12" ^• GLA55 200 P. V. G. Cy Q Z CLASS 150 P.V.C. N J GLA55 150 P.V.G. U P.V.G. 5AN I TARP SEWER FORGE MAIN. - NOTE CENTER GLASS 200 P.V.G. OVER THE SEWER FORGE MAIN. 17ETA I L " A " NO SCALE 303 / o 304 / ✓�I <' q� 303 I,4Y,gRV s Lr � o 3112 \r INSTALL TEMPORARY BLON-OFF \/ S NDPER SAN .XIIWRO COUNTEMENT \/ 5TANDARDS, IMPROVEMENT STANDARD NO. GN -Wb 30� 308 LAKE COMMERCIAL/P.O. RAPALLO AAY 30• sD• 60 T. 81 H• �. MATCH �1- 5a 17 L.F. 6' P.V.G.. I PAV8 -12.15 / ✓� 12' S.D. IW. -2.70 MATERO 5. D. a BOAT RAMP BOAT RAND AND PAWIN6 LOT, SEF SIE! 3a FOR DETAILS WELL 5I TE 3 LINE 5EE 5HEET 10 -I 5 WELL 51TE 4 15 L. P. 6' P.V.G. REG. POOL 753 L. F. 7 - 10' P.V.G. 621 L.F. w - 12' P.V.G. THE CONTRACTOR SHALL INSTALL PURPLE P.V.G. PIPE FOR THE UNTREATED YELL WATER LINE IN ACC.ORDANC.E WITH THEI CITY OF MANTECA STANDARD PLANS AND �'J� SPECIFICATIONS. INSTALL A 2' LAND5CAPE IRRI6ATION WATER SERVICE. EXACT SIZE AND LOCATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECTS PLANS. INSTALL A 2' WATER SERVICE TO Y® -L SITE 4, A5 5HOM. lL'I lmm IWM = LE6END —®— - EXISTING ED6E OF PAVEMENT x -- -x EXISTING FENCE W EXI5TIN6 MONITORIN6 WELL --W-- EXI5TIN6 MANTECA OUTFALL LINE FROP05EP SANITARY SEWER LINE 5 O 1++ PROPOSED MANHOLE PROPOSED 4" HOUSE SEWER LATERAL Z0Z.- m o� PROPOSED STORM DRAIN LINE 50 ®� PROPOSED STORM DRAIN CATCH BASIN IIS PROP05ED WATER LINE —W— —M— PROPOSED HELL WATER LINE (UNTREATED) .SEN PROP0.5ED FIRE HYDRANT 0 PROPOSED 6ATE VALVE Lu N O '06 FROP05EP I" HOUSE WATER SERVICE Z UNLE55 NOTED OTHERWISE. •2O PROPOSED TEMPORARY BLOW -OFF v PROPOSED ELECTROLIER STANDARD LOGAT I ONS (UNLE55 NOTED OTHERW75E) MAINS : 12' FROM STREET CENTERL I NE5. 5ERVICE5 5' MINIMUM FROM THE 4" HOUSE 5ANITARY SEWER LATERAL. 6ENERAL NOTES I. VALVE SIZES: ALL VALVES SHALL BE THE SAME 5IZE AS THE PIPE. 2. FITTIN65: ALL FITTIN65 SHALL BE THE SAME 5IZE AS THE PIPE. WHEN PIPE SIZES REDUCE AT A FITTIN6, THE REDUCTION MUST OCCUR THROUGH THE FITTING, OR AT THE OUTLET. PIPE SIZES MAY NOT BE REDUCED PRIOR TO THE FITTING. Z �S m 20 L. F. 12" ^• GLA55 200 P. V. G. Cy Q Z CLASS 150 P.V.C. N J GLA55 150 P.V.G. U P.V.G. 5AN I TARP SEWER FORGE MAIN. - NOTE CENTER GLASS 200 P.V.G. OVER THE SEWER FORGE MAIN. 17ETA I L " A " NO SCALE 303 / o 304 / ✓�I <' q� 303 I,4Y,gRV s Lr � o 3112 \r INSTALL TEMPORARY BLON-OFF \/ S NDPER SAN .XIIWRO COUNTEMENT \/ 5TANDARDS, IMPROVEMENT STANDARD NO. GN -Wb 30� 308 LAKE COMMERCIAL/P.O. RAPALLO AAY 30• sD• 60 T. 81 H• �. MATCH �1- 5a 17 L.F. 6' P.V.G.. I PAV8 -12.15 / ✓� 12' S.D. IW. -2.70 MATERO 5. D. a BOAT RAMP BOAT RAND AND PAWIN6 LOT, SEF SIE! 3a FOR DETAILS WELL 5I TE 3 LINE 5EE 5HEET 10 -I 5 WELL 51TE 4 15 L. P. 6' P.V.G. REG. POOL 753 L. F. 7 - 10' P.V.G. 621 L.F. w - 12' P.V.G. THE CONTRACTOR SHALL INSTALL PURPLE P.V.G. PIPE FOR THE UNTREATED YELL WATER LINE IN ACC.ORDANC.E WITH THEI CITY OF MANTECA STANDARD PLANS AND �'J� SPECIFICATIONS. INSTALL A 2' LAND5CAPE IRRI6ATION WATER SERVICE. EXACT SIZE AND LOCATION SHALL BE COORDINATED WITH THE LANDSCAPE ARCHITECTS PLANS. INSTALL A 2' WATER SERVICE TO Y® -L SITE 4, A5 5HOM. lL'I lmm IWM = SEE THE OAKN" LAKE SUBDIVISION OFF-SITE WATER PLANS FOR TIE PROPOSED WELL SITE AND WATER LINE CONSTRUCTION ON W:ODWARD AVENUE 9• 0 V mA RS I3-10 RECORD DRAINING I; 1 tl' Ver`y INSTALL A 2' LANDSCAPE IRRI6ATION WATER SERVICE. EXACT SIZE AND LOCATION SHALL BE COCRVINATED WITH THE LANDSCAPE ARCHITECTS FLANS. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT FEWIT FROM THE CITT OF MANTECA PRIOR TO E651MI146 ANY CONSTRUCTION ACTIVITIES IN THE E. MXVNARD AVENUE R16HT-GF-WAY. NOTE ALL MORK WITHIN THE E. NOODWARD AVENUE R16HT-OF-WAY 5HALL BE IN ACCORDANCE WITH TIE CITY OF MANTECA PLANS AND SPECIFICATIONS. Y m e m � PAVBN3IT-13. 10 � W Z C �a 12' S.D. IR✓. -7.60 C7 WATB2 01431 S.D. zO10 Z0Z.- m o� V ,^y .N J ly LL W0E6g IIS PAVHBJT�13.T1 W 0 HOT Q 6' S.S. IN✓. 4.5D � � ) ��V//��I `'f i, Lu N O '06 SEE THE OAKN" LAKE SUBDIVISION OFF-SITE WATER PLANS FOR TIE PROPOSED WELL SITE AND WATER LINE CONSTRUCTION ON W:ODWARD AVENUE 9• 0 V mA RS I3-10 RECORD DRAINING I; 1 tl' Ver`y INSTALL A 2' LANDSCAPE IRRI6ATION WATER SERVICE. EXACT SIZE AND LOCATION SHALL BE COCRVINATED WITH THE LANDSCAPE ARCHITECTS FLANS. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT FEWIT FROM THE CITT OF MANTECA PRIOR TO E651MI146 ANY CONSTRUCTION ACTIVITIES IN THE E. MXVNARD AVENUE R16HT-GF-WAY. NOTE ALL MORK WITHIN THE E. NOODWARD AVENUE R16HT-OF-WAY 5HALL BE IN ACCORDANCE WITH TIE CITY OF MANTECA PLANS AND SPECIFICATIONS. Y m e 7 ZZ W RYAN CARREL, R.C.E. 61619 DANIEL ENGLAND, R.C.E. 49026 DAVE SKIDMORE, L.S. 7126 DRAWN e : J. 5. H. DATE: 6/14/05 SCALE: 1 "=50 Dw, 296-WTRI CHECKED: KW IDD x 246A-04 SHEET jq OF 45 m � c � W Z C �a C7 d zO10 Z0Z.- m o� V .N J ly LL W0E6g O.0 W 0 HOT Z C_ � � ) ��V//��I `'f i, Lu N O '06 V L `+ Z Z v ' W N d 7 ZZ W RYAN CARREL, R.C.E. 61619 DANIEL ENGLAND, R.C.E. 49026 DAVE SKIDMORE, L.S. 7126 DRAWN e : J. 5. H. DATE: 6/14/05 SCALE: 1 "=50 Dw, 296-WTRI CHECKED: KW IDD x 246A-04 SHEET jq OF 45