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See above Right 3 '%s.% ..ai, .. ,{b .1_'�}-•ter .a. . - _ _ i...r=.- :,1-. _ - ._.. _-.9, i j W Q 143,77' O W CL 40 61?, 00 3 9 Rif. �y Sem Cify of Fontona Sewer Plan Dwg. No. 2I. Submoin /42 In AVENUE N, 71 7/.• / 7 NI kr� N 3 f'L�ON SCALE � /"'=Co0' 71.17 N m 0.5 O see 517eet 2 30 " -3011 11 /B le / i s' I I i U.S' FAIRFAX 62. Da 62.00 .3 7 t 36 h a � 62.00 3S 30 .90 1 h 0 V f/9 I 30 �. 0 � 8/. 2p O 98.49 42.90 h STREET /7A" 0 Des/gn V Lot* Design As-B"ilt 7 0X34 L 0+36 Rif. �y Sem Cify of Fontona Sewer Plan Dwg. No. 2I. Submoin /42 In AVENUE N, 71 7/.• / 7 NI kr� N 3 f'L�ON SCALE � /"'=Co0' 71.17 N m 0.5 O see 517eet 2 30 " -3011 11 /B le / i s' I I i U.S' FAIRFAX 62. Da 62.00 .3 7 t 36 h a � 62.00 3S 30 .90 1 h 0 V f/9 I 30 �. 0 � 8/. 2p O 98.49 42.90 h STREET /7A" HOUSE LATERAL LOCATIONS 0 Des/gn FIs -,&wilt Lot* Design As-B"ilt 31 0X34 L 0+36 36 3441 L 3+srr 32 O i 92 L 0+98 37 4.100 L 3+96 ' 33 62.00 62.0Qx 42.0 9 I R61 23.09 98.49 4 f 6e L 4+73 J 34 2/ 15 L ,Z +23 3 33 3� 31 3S HOUSE LATERAL LOCATIONS Lof Des/gn FIs -,&wilt Lot* Design As-B"ilt 31 0X34 L 0+36 36 3441 L 3+srr 32 O i 92 L 0+98 37 4.100 L 3+96 ' 33 1� 56 L 1+50 38 4 f 6e L 4+73 J 34 2/ 15 L ,Z +23 39 .5i/O Ls60° 5+14 i 3S 21el L -2+65 N t G E N E R A L N G T E S 1. SEWER MANHOLES SHALL BE CONSTRUCTED TO 6''BELOW FINISHED PAVEMENT GRADE AND ARE TO RAIDED TO GRADE BY THE PAVING CONTRACTOR AFTER THE PLACEMENT OF FINAL PAVEMENT. 2. SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF FONTANA, DATED 1975. 3. LATERALS SHALL BE 4''V.C.P., CONSTRUCTED AT A MINIMUM GRADE OF 2% FROM THE MAIN TO THE PROPERTY LINE AND PLUGGED AT THE PROPERTY LINE. THE SEWER CONTRACTOR SHALL MARK THE AS -BUILT LOCATION OF THE LATERAL WITH A CHISELED `X' ON THE TOP OF CURB ABOVE THE LATERAL. 4. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT 5• THE SEWER'CONTRACTORSHALL FURNIS THE CITY OF FONTANA WITH AS -BUILT LATERAL LOCATIONS. 6• CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMIMT PRIOR TO ANY: WORK ON THE PROJECT. 7. ALL SEWER WQRK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA PUBLIC HEALTH DEPT. MEMO TITLED `SEPARATION OF SEWER AND WATER MAINS' E S TI M A T E O F Q U A N T I T I E S 1,331 L • F • 81' VCP SANITARY SEWER MAIN 1,204 L • F. 4' ' VCP HOUSE LATERAL ( INCLUDES 7 EA. @ 32' OFF EXISTING SEWER MAIN ON PALMETTO AVENUE) 6' EA. STANDARD SEWER MANHOLE 1 EA.- STANDARD TERMINAL CLEANOUT 1 EA. BREAK INTO EXISTING SEWER MANHOLE, RECHANNEL AND CONSTRUCT INLET WEST 480 S. F. A. C. PAVEMENT REPAIR - 0_1 GEORGE H. MIM MACK CONSULTING CIVIL ENGINEER 214 SOUTH EUCLID AVENUE ONTARIO CALIF. 91761 _moi .c.Er/28476 CITY OF FONTANA, CA. PUBLIC WORKS DEPARTMENT DRAWN BY PLAN AND PROFIL''f 'QF ,,S'EWER IN SCALE FAIRFAX AVENUE 1'= ao' TRACED BY DATE R.NM TRACT 9837 CHECKED BY APPROVED DR. N0. � y ENGINEERCITY I8932 858 /2 r 0 ao G E N E R A L N G T E S 1. SEWER MANHOLES SHALL BE CONSTRUCTED TO 6''BELOW FINISHED PAVEMENT GRADE AND ARE TO RAIDED TO GRADE BY THE PAVING CONTRACTOR AFTER THE PLACEMENT OF FINAL PAVEMENT. 2. SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS AND STANDARD DRAWINGS OF THE CITY OF FONTANA, DATED 1975. 3. LATERALS SHALL BE 4''V.C.P., CONSTRUCTED AT A MINIMUM GRADE OF 2% FROM THE MAIN TO THE PROPERTY LINE AND PLUGGED AT THE PROPERTY LINE. THE SEWER CONTRACTOR SHALL MARK THE AS -BUILT LOCATION OF THE LATERAL WITH A CHISELED `X' ON THE TOP OF CURB ABOVE THE LATERAL. 4. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING AND PROTECTING FROM DAMAGE ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT 5• THE SEWER'CONTRACTORSHALL FURNIS THE CITY OF FONTANA WITH AS -BUILT LATERAL LOCATIONS. 6• CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMIMT PRIOR TO ANY: WORK ON THE PROJECT. 7. ALL SEWER WQRK SHALL BE SUBJECT TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA PUBLIC HEALTH DEPT. MEMO TITLED `SEPARATION OF SEWER AND WATER MAINS' E S TI M A T E O F Q U A N T I T I E S 1,331 L • F • 81' VCP SANITARY SEWER MAIN 1,204 L • F. 4' ' VCP HOUSE LATERAL ( INCLUDES 7 EA. @ 32' OFF EXISTING SEWER MAIN ON PALMETTO AVENUE) 6' EA. STANDARD SEWER MANHOLE 1 EA.- STANDARD TERMINAL CLEANOUT 1 EA. BREAK INTO EXISTING SEWER MANHOLE, RECHANNEL AND CONSTRUCT INLET WEST 480 S. F. A. C. PAVEMENT REPAIR - 0_1 GEORGE H. MIM MACK CONSULTING CIVIL ENGINEER 214 SOUTH EUCLID AVENUE ONTARIO CALIF. 91761 _moi .c.Er/28476 CITY OF FONTANA, CA. PUBLIC WORKS DEPARTMENT DRAWN BY PLAN AND PROFIL''f 'QF ,,S'EWER IN SCALE FAIRFAX AVENUE 1'= ao' TRACED BY DATE R.NM TRACT 9837 CHECKED BY APPROVED DR. N0. � y ENGINEERCITY I8932 858 /2