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HomeMy WebLinkAbout1912-1(� u m t -A(.; I tti u I r) vu 10 i-emmm vo v yor d r - - - - rA -I 0;r 60elMOMY x11h w a. 0 YPICAL BEDDING FOR 8" vc P LESS THAN 10' DEEP NOT TO SCALE I I-, cn SCALE 1 40 SEWER CURVE DATA (D A 20* 36'05" 20* 58'33" 12* 0 0'3 3 R 195,00 R 205,00 R = 200.00' T 35,44 T 3 7. 95 T = 21.0 4 L 70-tt 4 75-05 L = 41.92 REVISION cc) (D z C. ............... .......... ................ .... 4 ..... ............. 44 -1-0---at orlier- ..... .... ........ 4 . .............. .... . .. ..... . ........ ... ... . ...... . .... ..... le! . . .......... .............. ... . . ...... ............... ------- . . ... . . ... ................ . .............. . .... ... . . . ... ...... . .... .. .. .. ..................... . ...... ................ ................ ................ ............. , ... , . , . , ... , . , . , . , . , . , . , . * T . I ........ ........ ................ ............... ............ ........ .. ................ 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I r- .... ....... ......... ........ ........... ............... ..... .......... ................ . ............. ............... .......... .... ........ : . ......... .-A ................ - . .......... .... - - - - - - --- - - ----- -----­------- ......... . . .. .............. ............ ...... ...... 1. ALL WORK SHALL BE DONE IN AtCORDAN CE WITH THESE PLANS AND CITY OF'EONTANA PUBLIC WORKS DEPT. S J,ANDAIRD SPECIFICATIONS 1975. 2. CONSTRUCTION PERMITS SHA�,( 8 E0,", 08 TA I N ED FROM THE PUBLIC WORKS DEPT. PRIOR TO THE START -OF ANY WORKV' 3. ALL 4 1( HOUSE LATERALS SHALL 'BE INS'!�'ALLED ON A 2% UNLE-.S*;_ OTHERWISE APPROVED BY THE CITY EN61NEER. 4. TERMINATE ALL 4"HOU�$I'o LATERALS 3' LNSIDE THE LOT MTH A PLO Gk ITH S EASEMENT L.IE CONTIGOUS TO THE SHOULD A PUBLIC. It STREET R -O -W T LATERAL SHALL EXTEND ACROSS THE EASE MENT AND TE�RNINATE 3' INSIDE� IMI� LOT AS MEASURED PROM THE UTILITY EASEMENT LINE. R8 CAT I ON OF EACH LATERAL. 6. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR9 6" BELOW FINISHED GRADEvAND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AT THE COMPLETION OF PAVING. 7. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 8, AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR* 9. ALL STATIONING REFERS TO CENTERLINE OF STREET* 10. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGAPON STRUCTURES a ETC. a SHOWN OR NOT SHOWN ON TH IS PLAN AND LOCATED WITHIN THE AREA TO BE IMPROVED, AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORPS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS* 12. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND a I RUC I UREES WHE I HER =00 ON I HE rLM-:) V11 14V I 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION. PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEMO ESTIMATE OF QUANTITIES Z-1, Bit VCP 1009 LF 3 98.28 411 VCP 727 LF STANDARD MANHOLE 5 EA w 15" STEEL�CASING 115 LF _j CONSTRUCTION NOTES if w 11 if if w if 8 EXTRA STRENGTH V.C.P. SEWER M AIN if if 4 EXTRA STRENGTH V.C. P. HOUSE LATERAL PER STD. 125 cda"TRUCT 'SMH PER STD, 109 112 _)s/ -ING INSTALL 15" DIA" �S`TEEL CAS .Q v A) D 7 6 Lu D Ad 0, T 13 C-- C 6 14 c 0 �v s riz 0 cT- cr b cr_ No. ".3. 3Z, C-1 2 12 v ge#lvs ap AM, 6 6 C51 P5�01z, P/v Iq 1/9 z p ENGR'S CITY ITY OF FONTANA, CALIFOR'NIA %PPROVAL DATE APPROVAL DATE LAN00W Agttoc� 1 at o% L4NID $URVEYOR8 & CIVIL ENBIWERS PUBLIC WORKS DEPARTMENT -49$,W, Valley Blvd., Colton, CA, 92324 (114) 895-830 DRAWN BY �S_CAL15� SEWER PLAN J JKL ift=40' DESIGNED BY LEMON COURT DATE JKL T 13671 . APP�?V E D DRWG SM�T JA ES K. LAO NE R.C,E.33792 FILE NQ I ENGINEER C.E.4a 01 87---005 0 L LC) 0 Z NIN, NV > Lf 0 .J 0 Lo j < NJ% (� u m t -A(.; I tti u I r) vu 10 i-emmm vo v yor d r - - - - rA -I 0;r 60elMOMY x11h w a. 0 YPICAL BEDDING FOR 8" vc P LESS THAN 10' DEEP NOT TO SCALE I I-, cn SCALE 1 40 SEWER CURVE DATA (D A 20* 36'05" 20* 58'33" 12* 0 0'3 3 R 195,00 R 205,00 R = 200.00' T 35,44 T 3 7. 95 T = 21.0 4 L 70-tt 4 75-05 L = 41.92 REVISION cc) (D z C. ............... .......... ................ .... 4 ..... ............. 44 -1-0---at orlier- ..... .... ........ 4 . .............. .... . .. ..... . ........ ... ... . ...... . .... ..... le! . . .......... .............. ... . . ...... ............... ------- . . ... . . ... ................ . .............. . .... ... . . . ... ...... . .... .. .. .. ..................... . ...... ................ ................ ................ ............. , ... , . , . , ... , . , . , . , . , . , . , . * T . I ........ ........ ................ ............... ............ ........ .. ................ I ................ ................ ............. ................ ... ......... ............ ............... ................. ......... ......... . . ......... ........... .... 77777777777 .. . ....... ................ a ................ t ................ t ............. ................ 1. .......... ............. .......... .. i ...... ........ ............... . ...... ...... ................ ........... 44 ........... W., ........ ........ ................ ....... ........... ........... i ...... . .. ............... ................. ........... 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L _T!J_Q,.=E� F.' ..1 .5- . . .......... . . . ...... .... . . ... ..... ...... . ... ........... .......... ..... ...... ..... .. ............ . . .... 4-1 1—. i- ... .... . . .. ... . .... * . .... .. ............... ...... .. ....... ......... .... ............... . ................ ................ ............ I ... ................... . ...... ..... . . ...... . ........ .............. ............... ............ ... . .............. .. . ...... I ... . ........... ................ ... ......... . ................ ................ ................. ................ ................ ............... ................ .......... . ............... . . ..... .. ............. ........... .... ... ......... ....... ................ ..... ................. ................ .... ................ .......... ... ... ............... . ............. ...... ........... ............ ................. ............... ............... .. ......... . . ....... .......... ........... ..................... .... ................ . ........ ....... .... ........ .. ... ............. ................ ............... ............... ............... ......... . ....... . ..... ..... .. ........ ................ ........ ....... ................. .. ... ......... ........ . .... .......... ... . ....... . . ..... ... ....... R9 T A jEW OF,-- iE ER::�:' TQ DRA J.NI u T N� TER R� 8.7 1;74N.WE. AND, T ..... ..... ..... ..... PFIrrhm T I. rimiz.... I f W: f P:... irk /AT 1, h: m nki ..... ........ ...... . . ... . ........... ................... ................ ................ ................ .......... ................ ................ ....... ........ I ................ i ................ . ..... .... .... ...... ......... ................ . ................ ............... ........ .... ..... . ... .. .. ............ . ............. ................ I ................ .................. ................ ....... .......... ............. ..... . ...... ....... . ......... ...... ... ................ ......... I . .... ............. ........... . ..... ........ ...... - _­ . ..... ............ .............. ........... .... ..... .. ................ .............. .......... ................ . . ... ... ... ... ............... ............ . . ......... . . ...... ........... .......... ........... I .... .......... ..... .. . ..... ...... ......... ............... .. . ............. ..... ..... ------ - ---- -------- ............ ................ ................ ................ .. ........ ............. . . ................ ........ ..... . ... ........ . ........ ....... ..... ............ ................ .......... . ..... _-A 71 ------ .... ................ . . .................... ........ . .. . ........ . ............. .......... .... ................ t ...... .......... ............... ... ........... . . ..... .... ... ........ .. .. ...... ................. ......... .......... . , , I * ­': ................ ......... ... . ...... .... ........... .. ................. ................ 4 ................ ................. ............. ............. ... ............ ............ ....... ......... .... ................ ... . ..... ........... ................ . ... .... ............... . ..... .... ................ .............................. . ..... ...... .... ... ......... ..... . . . . . . ...... .......... ........... I r- .... ....... ......... ........ ........... ............... ..... .......... ................ . ............. ............... .......... .... ........ : . ......... .-A ................ - . .......... .... - - - - - - --- - - ----- -----­------- ......... . . .. .............. ............ ...... ...... 1. ALL WORK SHALL BE DONE IN AtCORDAN CE WITH THESE PLANS AND CITY OF'EONTANA PUBLIC WORKS DEPT. S J,ANDAIRD SPECIFICATIONS 1975. 2. CONSTRUCTION PERMITS SHA�,( 8 E0,", 08 TA I N ED FROM THE PUBLIC WORKS DEPT. PRIOR TO THE START -OF ANY WORKV' 3. ALL 4 1( HOUSE LATERALS SHALL 'BE INS'!�'ALLED ON A 2% UNLE-.S*;_ OTHERWISE APPROVED BY THE CITY EN61NEER. 4. TERMINATE ALL 4"HOU�$I'o LATERALS 3' LNSIDE THE LOT MTH A PLO Gk ITH S EASEMENT L.IE CONTIGOUS TO THE SHOULD A PUBLIC. It STREET R -O -W T LATERAL SHALL EXTEND ACROSS THE EASE MENT AND TE�RNINATE 3' INSIDE� IMI� LOT AS MEASURED PROM THE UTILITY EASEMENT LINE. R8 CAT I ON OF EACH LATERAL. 6. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR9 6" BELOW FINISHED GRADEvAND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AT THE COMPLETION OF PAVING. 7. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 8, AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR* 9. ALL STATIONING REFERS TO CENTERLINE OF STREET* 10. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS. 11. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGAPON STRUCTURES a ETC. a SHOWN OR NOT SHOWN ON TH IS PLAN AND LOCATED WITHIN THE AREA TO BE IMPROVED, AND INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTORPS RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS* 12. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND a I RUC I UREES WHE I HER =00 ON I HE rLM-:) V11 14V I 13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND TRANSFER "AS -BUILT" INFORMATION. PRIOR TO CITY ACCEPTANCE OF THE SEWER SYSTEMO ESTIMATE OF QUANTITIES Z-1, Bit VCP 1009 LF 3 98.28 411 VCP 727 LF STANDARD MANHOLE 5 EA w 15" STEEL�CASING 115 LF _j CONSTRUCTION NOTES if w 11 if if w if 8 EXTRA STRENGTH V.C.P. SEWER M AIN if if 4 EXTRA STRENGTH V.C. P. HOUSE LATERAL PER STD. 125 cda"TRUCT 'SMH PER STD, 109 112 _)s/ -ING INSTALL 15" DIA" �S`TEEL CAS .Q v A) D 7 6 Lu D Ad 0, T 13 C-- C 6 14 c 0 �v s riz 0 cT- cr b cr_ No. ".3. 3Z, C-1 2 12 v ge#lvs ap AM, 6 6 C51 P5�01z, P/v Iq 1/9 z p ENGR'S CITY ITY OF FONTANA, CALIFOR'NIA %PPROVAL DATE APPROVAL DATE LAN00W Agttoc� 1 at o% L4NID $URVEYOR8 & CIVIL ENBIWERS PUBLIC WORKS DEPARTMENT -49$,W, Valley Blvd., Colton, CA, 92324 (114) 895-830 DRAWN BY �S_CAL15� SEWER PLAN J JKL ift=40' DESIGNED BY LEMON COURT DATE JKL T 13671 . APP�?V E D DRWG SM�T JA ES K. LAO NE R.C,E.33792 FILE NQ I ENGINEER C.E.4a 01 87---005