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HomeMy WebLinkAbout3376-4I LY 1 OtA V, 6.W IFN c'd' Zo. t3 r, 1z L" 11 W?l + cd '6 0 13• -30 cc L + A C-4 T 0000e11 ,--PR(bFILE-.- OF PR P. 2 R 7P NE 'I" P I (1- /2" ICK 1= J. 1. 1 11 RC RT). ROFLE OF 'All I ROR. -2" 1 1 1 00 00 C -1/2" TIAC K.E....., PROFILE: OF PRO li". 24, RCP I ICPA wER r) P - FIL.E-OFO-PR - P:-2RC JF (1-1/2' T IICK�NE RCF IW 4 n AM OONST. 1427 OONS 28.80 2V RC ZDDOD 24 LA, TERA� 21, LA ERA� 3 ♦ L ATE:.RA,L L�IkTERA, L 5 CONST. 1&83 LF CONST. 28.94 LF 2e F2000D 2e RCP(2 OND) 10+00 10+50 10+50 10+00 10+00 10+50 10+50 10+00 PROFILE SCALE VERT- 1 4' HORIZ- 1 20' FOXWOFM­I STREET ley 30' T RA CT JN 0 1 zle 2 9 (n 8 /0 69 6E3 t P -z L4 ca tn C-31 IR P - Ln . . . Ln solX03±3 + if + 1-1 CD1 C, (53-00) (60-00) EX R/W (60-00) 'q C> C4 + _j — — — — -- — -7 -7. -.7 . . . . . . mom a r gums F w -cc w 112 --------Ws)—.—r LLJ .7 12 LLJ _28 _4 . . . . . . . . . . . . . . ji I' Ti, co CC cc z T -11 7) . . . . . . .. . ...... . . . . . . . . . . . . . . . . . . . . . . . - — — — — --- — — L j!� cd cn (63.97) EX. RIW (70.00) (70.00) i :: _� J-5 (n + "n V) + ca V) II1I V) cn 11 cn Le C5 cl c:>i (30 5!9 58 V)w " zg C-0 + J- +11 N + If W'j 3� k" CONSTRUCTION NOTES: FOXWOIT rH STREET (D CONSTRUCT 2e DIAMETER R.C.P., D -LOAD PER PROFILE 0 (D CONSTRUCT 30' DIAMETER R.C.P., D -LOAD PER PROFILE PLAN CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLM 3013-2. SCALE 1* -W CONSTRUCT m-nON STRUCTURE PER APWA STD. 322-11. @ CONSTRUCT REINFORCED CONC. COLLAR PER APWA STD. 380-3. a 10 20 40 80 SCALE: 1'=20' L PREPARED BY okofEssfo* REV. REVISION DESCRIPTION DATE ENGIR. CITY DATESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA FIRM: L. ;1e raab engineering, Inc. 4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. 0 Na. 29616 DRAWN BY: cu rr% AWYMYNAVOOMANM A%%'WVVVVVVWWWVVM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER SCALE-' CORONA, CA 92880 Of V - STORM DRAIN PLAN TRACT 16250 1* 400 TELEPHONE: 2?n- 072 FAX: (909) 272-0166 DIAL TWO WORKING it rS, [v( fF I E PRT THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE' Exp- 3/31/07 4 BEFORE DAYS BEFORE AN E SEPTEMBER 17,'2003 YOU DIG YOU DIG ERNG THEM INTO CONFORMANCE WITH CONDITIONS AND ---I "Myg 29616_ 912,14(05 of V1 Date CHECKED DRAWING NO.: C1 ENGINEER R.C.E. ;33%6 SIGNATURE RICE DATE TOLL FREE 1-800-227-2600 74 OF C A A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. lqlo(r 7_'8 as: 11 ID144 V10 __�m 21.411n���� I I I I I J. I I I I I I I I I I I I LY 1 OtA V, 6.W IFN c'd' Zo. t3 r, 1z L" 11 W?l + cd '6 0 13• -30 cc L + A C-4 T 0000e11 ,--PR(bFILE-.- OF PR P. 2 R 7P NE 'I" P I (1- /2" ICK 1= J. 1. 1 11 RC RT). ROFLE OF 'All I ROR. -2" 1 1 1 00 00 C -1/2" TIAC K.E....., PROFILE: OF PRO li". 24, RCP I ICPA wER r) P - FIL.E-OFO-PR - P:-2RC JF (1-1/2' T IICK�NE RCF IW 4 n AM OONST. 1427 OONS 28.80 2V RC ZDDOD 24 LA, TERA� 21, LA ERA� 3 ♦ L ATE:.RA,L L�IkTERA, L 5 CONST. 1&83 LF CONST. 28.94 LF 2e F2000D 2e RCP(2 OND) 10+00 10+50 10+50 10+00 10+00 10+50 10+50 10+00 PROFILE SCALE VERT- 1 4' HORIZ- 1 20' FOXWOFM­I STREET ley 30' T RA CT JN 0 1 zle 2 9 (n 8 /0 69 6E3 t P -z L4 ca tn C-31 IR P - Ln . . . Ln solX03±3 + if + 1-1 CD1 C, (53-00) (60-00) EX R/W (60-00) 'q C> C4 + _j — — — — -- — -7 -7. -.7 . . . . . . mom a r gums F w -cc w 112 --------Ws)—.—r LLJ .7 12 LLJ _28 _4 . . . . . . . . . . . . . . ji I' Ti, co CC cc z T -11 7) . . . . . . .. . ...... . . . . . . . . . . . . . . . . . . . . . . . - — — — — --- — — L j!� cd cn (63.97) EX. RIW (70.00) (70.00) i :: _� J-5 (n + "n V) + ca V) II1I V) cn 11 cn Le C5 cl c:>i (30 5!9 58 V)w " zg C-0 + J- +11 N + If W'j 3� k" CONSTRUCTION NOTES: FOXWOIT rH STREET (D CONSTRUCT 2e DIAMETER R.C.P., D -LOAD PER PROFILE 0 (D CONSTRUCT 30' DIAMETER R.C.P., D -LOAD PER PROFILE PLAN CONSTRUCT CONC. CATCH BASIN PER APWA STD. PLM 3013-2. SCALE 1* -W CONSTRUCT m-nON STRUCTURE PER APWA STD. 322-11. @ CONSTRUCT REINFORCED CONC. COLLAR PER APWA STD. 380-3. a 10 20 40 80 SCALE: 1'=20' L PREPARED BY okofEssfo* REV. REVISION DESCRIPTION DATE ENGIR. CITY DATESHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA FIRM: L. ;1e raab engineering, Inc. 4 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ADDRESS: 310 S. MAPLE ST., STE. 0 Na. 29616 DRAWN BY: cu rr% AWYMYNAVOOMANM A%%'WVVVVVVWWWVVM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER SCALE-' CORONA, CA 92880 Of V - STORM DRAIN PLAN TRACT 16250 1* 400 TELEPHONE: 2?n- 072 FAX: (909) 272-0166 DIAL TWO WORKING it rS, [v( fF I E PRT THE CITY ENGINEER MAY REOUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE' Exp- 3/31/07 4 BEFORE DAYS BEFORE AN E SEPTEMBER 17,'2003 YOU DIG YOU DIG ERNG THEM INTO CONFORMANCE WITH CONDITIONS AND ---I "Myg 29616_ 912,14(05 of V1 Date CHECKED DRAWING NO.: C1 ENGINEER R.C.E. ;33%6 SIGNATURE RICE DATE TOLL FREE 1-800-227-2600 74 OF C A A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT.