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Home My WebLink About3400-5■ ■ RR111!1 r111iii EME111111111111111111111111111111111111111111111111111 11111111111111111 111.1111111111111111111111 MEM . 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SEWER (TYP.) 40 MATCHLINE STA. 40+50.00 SEE SHT. 4 41 41+ 42 FR, NO, 1B427-3 43 44 'rirw c '2°1p- qp to col' X14; /URA .5TREivGirI V.C.P. _.EWER PLAN 1'= 40' 45 SCALE IN FEET 40 80 120 160 =1=319=1===1„ 4 A.P.N. 226-181-1211 ROP. N'LY R/W EXIST. Sin' R/W TYPICAL LATERAL INSTALLA TION NOT TO SCALE `-FUTURE CURB & GUTTER 12'± COOPSAVE. II II II II II I1 ' Land Development Engineering 1921 Myrtlewood Avenue Colton, CA 92324 A.P.N. 226-183-12 A.P.N. - A.P.N! 226-183-13 226-183-30 E:RT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG \. YOU DIG __ Y _. IA.P.N. j 226-171-05 111 III 111 111 111 SII A.P.N. 1 1 1 A.P.N. 226-183-331 226-183-34 2 PROP. CL STREET EXIST. 6" WA X 46 A.P.N. 226-1 1— 04 EXIST. ;R/ -t/QQrI OS TURE R W CURTS AVENUE REVISION DESCRIPTION TOLL FREE --y 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A.P.N. 226-183-16 2 X x A.P.N. 226-183-17 NOTE: SEE DETAIL HEREON FOR CURTIS AVE. TYP. LATERAL INSTALLA TION. 47 A.P.N. 226-171-03 4 48 r!f W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 50' CATAWA AVE. 49 0 I I w U 41r RECORD DRAWING THESE PECOPO ono: ,'d(S HAVE EE£N PREPARED, IN PART, ON ME 8.AStS Or I11-Or;;J.ATiON COMPILED AND • FUR':S4E0 6? O�TREP.S.tTHE E_N3�+'!--.SEER ti:LyL MOST WHICH U HAVE 013;3 E FOR jA.�y L:a~}�'�110 1s Vii ISM:VS HSCH HAVE EN .�f;-�'Sii LU INTO C-4XTMf.NTS A3 A RESULT THz:REO BENCH MARK: # 8-17 CALTRANS BENCHMARK 18-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASARD26IWESTFSNEVNE , .5 MES OF SIERRA AVE. ELEVATION: # 1428.609 Exp' 9-30-05 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CL OF LYTI,E gREEK RD. SHOWN AS N00' 12 35 E ON RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 R.C.E. 62183 Date : �• Z'a 3 EXP. 9-30-05 CONSTRUCTION NOTES: INSTALL 15" EXTRA STRENGTH V.C.P. SEWER. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (10=48"). INSTALL 15" SEWER PLUG. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=60"). INSTALL 4" VCP SEWER LATERAL AND PLUG PER CITY OF FONTANA STD. DWG. NO. 125. SEWER LATERALS LOT _ DESIGN AS -BUIL T APN 226-171-05 45+05 44 t94 _...,,,---PROP. CURB & GUTTER _ 46+08 44+0C. APN 226-171-03 47+43 41+38 APN 226-183-12 Q n PROP. SEWER LAT. PROP. STORM DRAIN (TYP.) �� -- Tv)_ 43+29 4330 APN 226-183-30 43+80 4�, t $3 APN 226-183-33 44+38 44i -is APN 226-183-34 45+00 - 404401 APN 226-183-16 45+70 —PROP. SEWER APN 226-183-17 LA . " PROP. EP---`� N EXIST. WATER-__ _ W 1 EXIST. Sin' R/W TYPICAL LATERAL INSTALLA TION NOT TO SCALE `-FUTURE CURB & GUTTER 12'± COOPSAVE. II II II II II I1 ' Land Development Engineering 1921 Myrtlewood Avenue Colton, CA 92324 A.P.N. 226-183-12 A.P.N. - A.P.N! 226-183-13 226-183-30 E:RT DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG \. YOU DIG __ Y _. IA.P.N. j 226-171-05 111 III 111 111 111 SII A.P.N. 1 1 1 A.P.N. 226-183-331 226-183-34 2 PROP. CL STREET EXIST. 6" WA X 46 A.P.N. 226-1 1— 04 EXIST. ;R/ -t/QQrI OS TURE R W CURTS AVENUE REVISION DESCRIPTION TOLL FREE --y 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT A.P.N. 226-183-16 2 X x A.P.N. 226-183-17 NOTE: SEE DETAIL HEREON FOR CURTIS AVE. TYP. LATERAL INSTALLA TION. 47 A.P.N. 226-171-03 4 48 r!f W SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 50' CATAWA AVE. 49 0 I I w U 41r RECORD DRAWING THESE PECOPO ono: ,'d(S HAVE EE£N PREPARED, IN PART, ON ME 8.AStS Or I11-Or;;J.ATiON COMPILED AND • FUR':S4E0 6? O�TREP.S.tTHE E_N3�+'!--.SEER ti:LyL MOST WHICH U HAVE 013;3 E FOR jA.�y L:a~}�'�110 1s Vii ISM:VS HSCH HAVE EN .�f;-�'Sii LU INTO C-4XTMf.NTS A3 A RESULT THz:REO BENCH MARK: # 8-17 CALTRANS BENCHMARK 18-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASARD26IWESTFSNEVNE , .5 MES OF SIERRA AVE. ELEVATION: # 1428.609 Exp' 9-30-05 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP IS THE CL OF LYTI,E gREEK RD. SHOWN AS N00' 12 35 E ON RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 R.C.E. 62183 Date : �• Z'a 3 EXP. 9-30-05 CONSTRUCTION NOTES: INSTALL 15" EXTRA STRENGTH V.C.P. SEWER. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (10=48"). INSTALL 15" SEWER PLUG. CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO. 112 (0=60"). INSTALL 4" VCP SEWER LATERAL AND PLUG PER CITY OF FONTANA STD. DWG. NO. 125. SEWER LATERALS LOT _ DESIGN AS -BUIL T APN 226-171-05 45+05 44 t94 APN 226-171-04 _ _ 46+08 44+0C. APN 226-171-03 47+43 41+38 APN 226-183-12 42+28 ' 42+28 APN 226-183-13 43+29 4330 APN 226-183-30 43+80 4�, t $3 APN 226-183-33 44+38 44i -is APN 226-183-34 45+00 - 404401 APN 226-183-16 45+70 43+14, APN 226-183-17 46+50 - 4‘4-41 CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS DRAWN BY: MA DESIGNED BY: EF TRACT NO. 16427 CURTIS AVENUE FROM 170' WESTOF COOPER AVE. TO CAWBA AVE. APO 11D BX: CIT4( ENGINEER R.C.E. 51152 DATE SCALE: AS SHOWN DATE: JULY 2003 DRAWING NO.: 3400 O V gcz J:\126-1662\sewer\Sew05.dwa. 09/02/2003 11:25:12AM. GB.GB