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Home My WebLink About5709-51100=577.00 CF Vmax=11.5 FPS 1040 1030 \\\\l_0_0 -YR STA. 10+51.94 HGL EX ELECTRIC '(1042.01) INV 12" V SD LINE "A* 1024.10 INV. S=0.0050 C) U') co Lo cc L0 c + + >; C) =)PO c cq CN c CD Uj a_:z F-5 C14 LLJ C'> F- M m_ V) ilj�? Lr, C, q (n CONST. 46.09 L.F. I- - _STA. 10+ 73.63 EX 17 3 8' WATER 104/ 0. 70 BOT) 0! 0- 04 C) 96" RCP D-1500 10+00 11+00 OL EANID R VENUE EX C13 EX CB STA 10+1"4 EX 18" SD EX GAS* END pip 1027.73 INV EX 8" WATER EX 18 SD N19'30'10"E 36" RCP S: _71v STA. 10+C 1��3PO+16.2 10'2% INNTD PIPE 1043.71 INVI EX 3" GAS -\_N 0-22WW 1 11--e DLIJ 8" SEWER BY 10Z HI 11 7011 ARS\ EX 17m WATER \ SEE SHEET 4 S'cj.()?.02 CONST. 372.83 L.F. - 90" RCP D-1500 12+00 13+00 11 30 EX R/W M.H. DATA A=70' D2=8.00' 8=3.00' R=1026.93 C=2.42' S=1026.90 D 1 = 7.50' j TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV. 14+00 I,- C> a; ;i. __j V) U + ',\_EXls*nNG GRADE 1 i I 1 00 -YR HGL 'q- (3- C'4 Lz C� C'4 rl) F- L0 C) VA LINE "B" 15+00 16+00 S=0.0081 - 90" 6, Tj c� ro CD C:, CO CD 00 1050- + 6 + < < CD C> _-4 U) cn Ln --d- U "I Ll :z :z \ STA. 10+12.76 \PROPOSED EX 2" GA EXISTING GRADE (1043.66 BOT� GRADE BOT� 1040 1030 \\\\l_0_0 -YR STA. 10+51.94 HGL EX ELECTRIC '(1042.01) INV 12" V SD LINE "A* 1024.10 INV. S=0.0050 C) U') co Lo cc L0 c + + >; C) =)PO c cq CN c CD Uj a_:z F-5 C14 LLJ C'> F- M m_ V) ilj�? Lr, C, q (n CONST. 46.09 L.F. I- - _STA. 10+ 73.63 EX 17 3 8' WATER 104/ 0. 70 BOT) 0! 0- 04 C) 96" RCP D-1500 10+00 11+00 OL EANID R VENUE EX C13 EX CB STA 10+1"4 EX 18" SD EX GAS* END pip 1027.73 INV EX 8" WATER EX 18 SD N19'30'10"E 36" RCP S: _71v STA. 10+C 1��3PO+16.2 10'2% INNTD PIPE 1043.71 INVI EX 3" GAS -\_N 0-22WW 1 11--e DLIJ 8" SEWER BY 10Z HI 11 7011 ARS\ EX 17m WATER \ SEE SHEET 4 S'cj.()?.02 CONST. 372.83 L.F. - 90" RCP D-1500 12+00 13+00 11 30 EX R/W M.H. DATA A=70' D2=8.00' 8=3.00' R=1026.93 C=2.42' S=1026.90 D 1 = 7.50' j TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV. 14+00 I,- C> a; ;i. __j V) U + ',\_EXls*nNG GRADE 1 i I 1 00 -YR HGL 'q- (3- C'4 Lz C� C'4 rl) F- L0 C) VA LINE "B" 15+00 16+00 S=0.0081 - 90" 6, SANTA ANA AVENUE F 17+00 CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION', OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 18+00 STORM DRAIN CURVE DATA __j --- NM DELTA RADIUS TANGENT LENGTH (D 1 45'00'00' 45.00' 18.64' 35.34' 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 REVISION DESCRIPTION DATE ENGR. I CITY I DATE STANDARDS IN EFFECT. PROFILE SCALE: _T jt4 HORIZ. - 1 = 40' VERT. - 1" = 4' 19+00 STORM DRAIN CONSTRUC110N NOTES 0 CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. G CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 0 CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011. E-4 CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012. CONSTRUCT JUNCTION STRUCTURE - PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3009. Q ABANDON IN PLACE. CONSTRUCT CONCRETE COLLAR FOR RCIP PER CITY OF FONTANA STD. PLAN 3022. CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. REMOVE EXISTING CATCH BASIN. F-4 CONNECT TO EXISTING STORM DRAIN. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004, "W" AND "V" PER PLAN. INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6. INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. 0 REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. 22 CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 23 CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2. 24 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. 25 CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. PLAN 3017. 0 20 40 80 120 SCALE: 1 "=40' WDID# 8 36C374407 DR 13-018 ,�WESSI 41 Prepared Under The Supervision Of U I T OF FUN 1/AN/A, U/ALIFUMNI/A < S' ;lb T17ienes Englnearing, Inc. STORM DRAIN IMPROVEMENT PLAN CIOL ENGINEERING -LAND SURVEYING 14J49 FIRESTONE BOULEVARD DRAWN BY: SCALE: �T\ I LA MIRADA, CALIFORNIA 906J8 r- ;V PH.(714)521-4811 FAX(714)521-417,J mc SANTA ANAAVENUE AS SHOYM R.C.E. NO. 56155 DESIGNED By LINE 9913's DATE: LP Exp. 12-31-18 BW _STA 10+OQ.00, TO 19+00.00 OF c N\ r) tp - i; -/l tg CHECKED BY: AP�P� DRAWING NO -:5 /REINHARD STENZEL RCE NO. 56155 DATE: 5709 I MR CITY ENG1111fIR R.C.E. 51152 N_ c� 0 PO z OD 11 * 04 0.0 D 0(5 Tj _-4 10 5 0 I I I t I Ft 4- T_ 1040 1035.74 INV E-4 t 1030 +CL - c:) UJCD cnm_ �0_ CL ,'P (D-1350) t CONST. 33.64 -L.F. RCP (D-1350) ___F 7-T -j I t T SANTA ANA AVENUE F 17+00 CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION', OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 18+00 STORM DRAIN CURVE DATA __j --- NM DELTA RADIUS TANGENT LENGTH (D 1 45'00'00' 45.00' 18.64' 35.34' 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 REVISION DESCRIPTION DATE ENGR. I CITY I DATE STANDARDS IN EFFECT. PROFILE SCALE: _T jt4 HORIZ. - 1 = 40' VERT. - 1" = 4' 19+00 STORM DRAIN CONSTRUC110N NOTES 0 CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 CONSTRUCT 24" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 36" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. G CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 0 CONSTRUCT 60" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 90" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 0 CONSTRUCT 96" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3011. E-4 CONSTRUCT MANHOLE PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3012. CONSTRUCT JUNCTION STRUCTURE - PIPE -TO -PIPE PER CITY OF FONTANA STD. PLAN 3009. Q ABANDON IN PLACE. CONSTRUCT CONCRETE COLLAR FOR RCIP PER CITY OF FONTANA STD. PLAN 3022. CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. REMOVE EXISTING CATCH BASIN. F-4 CONNECT TO EXISTING STORM DRAIN. CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004, "W" AND "V" PER PLAN. INSTALL PIPE CLOSURE PER S.B.C.F.C.D. STD. SP. 176A, SEE DETAIL ON SHEET 6. INSTALL STORM DRAIN INLET SIGNAGE PER CITY OF FONTANA STD. PLAN 6002. @ CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. 0 REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. 22 CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 23 CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DWG. NO. 340-2. 24 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. 25 CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. PLAN 3017. 0 20 40 80 120 SCALE: 1 "=40' WDID# 8 36C374407 DR 13-018 ,�WESSI 41 Prepared Under The Supervision Of U I T OF FUN 1/AN/A, U/ALIFUMNI/A < S' ;lb T17ienes Englnearing, Inc. STORM DRAIN IMPROVEMENT PLAN CIOL ENGINEERING -LAND SURVEYING 14J49 FIRESTONE BOULEVARD DRAWN BY: SCALE: �T\ I LA MIRADA, CALIFORNIA 906J8 r- ;V PH.(714)521-4811 FAX(714)521-417,J mc SANTA ANAAVENUE AS SHOYM R.C.E. NO. 56155 DESIGNED By LINE 9913's DATE: LP Exp. 12-31-18 BW _STA 10+OQ.00, TO 19+00.00 OF c N\ r) tp - i; -/l tg CHECKED BY: AP�P� DRAWING NO -:5 /REINHARD STENZEL RCE NO. 56155 DATE: 5709 I MR CITY ENG1111fIR R.C.E. 51152 N_ c� 0 PO z OD 11 * 04 0.0 D 0(5