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Home My WebLink About5709-21030 1020 1010 UJI --Jm �_4 100 (D co CO < 00 m cy? CD V) C.) I I I t __T7 CONCRETE 102" RCP PER COLLAR CITY OF FONTANA DWG. NO. 4A314- 71 i EXISTING GRADE 011 AAd '+45.71 T N LE PT. 1008.64 INV. O"W 15.00' N8'02'O \,�2 RCP S=0.0064 EX. 102' RCP FLN STA. 8+30.71 DWG. NO. 4314 E�X _CB BEGIN _PIPE 1008.5AAV.- E) SD 16 13 LAT 3' L TA. +08. 7 1 S1 �G NGLE 13E 1 Di 8.54 INV. N89'37'4,1"E .65' 18" RCP E=0 (105 10+11.09 9+00 10+00 CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. I NO'22'16"W 9.38' -T- 102" RCP S=0.0064 STA. 8+55.09 TANGENT _T_ A=45* D2=8.50' 0.0`0 51 _TT I B=4.50' R=1010.67 9.32' C=5.26' S=10107.7 - STA 8+56.Ou F -CIL 9 D1=8.00' INU 1008.70 INV. STA. 8+66.21 NO 22"16 W 2.79.12 7 I PIPE _�KEWN 1008. 77 INV. �2 5TA. 15+99-99 L) - E-4 10 1 .46 INV. > C3 wm + + Mr - --) a- - 00 :z CO + a- w4- 00 Lc) C D(=) + CLCD MCD MC6 U) 00 EL- LLI -� 5 '::' V) m F- Uj < Ln' M F� M= C::, CLto mE; CONST. 24.37 L.F 102" RCP D-1350 -T 8+00 011 AAd '+45.71 T N LE PT. 1008.64 INV. O"W 15.00' N8'02'O \,�2 RCP S=0.0064 EX. 102' RCP FLN STA. 8+30.71 DWG. NO. 4314 E�X _CB BEGIN _PIPE 1008.5AAV.- E) SD 16 13 LAT 3' L TA. +08. 7 1 S1 �G NGLE 13E 1 Di 8.54 INV. N89'37'4,1"E .65' 18" RCP E=0 (105 10+11.09 9+00 10+00 CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. I NO'22'16"W 9.38' 15+00 16100 102" RCP S=0.0064 STA. 8+55.09 TANGENT END PIPE A=45* D2=8.50' 1008.70 INV. B=4.50' R=1010.67 9.32' C=5.26' S=10107.7 - STA 8+56.Ou F -CIL 9 D1=8.00' INU 1008.70 INV. STA. 8+66.21 NO 22"16 W 2.79.12 7 I PIPE _�KEWN 1008. 77 INV. LL 7 A-- �1 57 STA. 10+16.(2 STA. 110+30.785�'� END PIPE 19 W= 10. 00' 1018.58 1 0 V=4.47' JUIL1.61.11 INV. 54" R P S=0.00 R =0.00 QA Z V 1010.89 INV. 0 PROPOSED GRADE S=0.0064 ST. 450.00 L.F. - 96" RCP D-1350 LINE19 A 19 11+00 Lr) c6 C) �2 C14 V) 6 15+00 16100 DELTA RADIUS TANGENT LENGTH A 45*00'00" 22.50' 9.32' 17.67' NO 22"16 W 2.79.12 7 SD LAT OA� 2 11013.- 72 INV 18 96 RCP S=0.0064 ""�-_�_WATE E-4 �2 5TA. 15+99-99 L) - E-4 10 1 .46 INV. CLto mE; ----------- -T S=0.0064 ST. 450.00 L.F. - 96" RCP D-1350 LINE19 A 19 11+00 Lr) c6 C) �2 C14 V) 6 12+00 13+00 OLEANDER AVENUE 0*22'16"W 450.00' STA 1112.09 STA. 13+16.2 Vm" RCP S=0.0064 _6 c) -c, END PIPE 101& I� '�::! c> 1011.65 INV. C>4 - C) LAT LEGINI�IRE CD 13-72 INNL V89*37'44"E 18.$qj� T R STA. 10+22.53 END PIPE 1 9 VW=7*. 0 V. 2�:::: C=�T 0, 0� 0 4,50' TOLL FREE -qmmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV, REVISION DESCRIPTION DATE ENGR. CITY DATE STA. 13 s=0.0064 CONST. 279.12 L.F. D-1350 0 Zo E-4 U) o-4 !__ Lj_Lj'--T--F-T 1--T-T 14+00 15+00 16100 DELTA RADIUS TANGENT LENGTH A 45*00'00" 22.50' 9.32' 17.67' NO 22"16 W 2.79.12 7 4� T- 96 RCP S=0.0064 ""�-_�_WATE E-4 �2 5TA. 15+99-99 L) - E-4 10 1 .46 INV. CLto mE; 12+00 13+00 OLEANDER AVENUE 0*22'16"W 450.00' STA 1112.09 STA. 13+16.2 Vm" RCP S=0.0064 _6 c) -c, END PIPE 101& I� '�::! c> 1011.65 INV. C>4 - C) LAT LEGINI�IRE CD 13-72 INNL V89*37'44"E 18.$qj� T R STA. 10+22.53 END PIPE 1 9 VW=7*. 0 V. 2�:::: C=�T 0, 0� 0 4,50' TOLL FREE -qmmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT �REV, REVISION DESCRIPTION DATE ENGR. CITY DATE STA. 13 s=0.0064 CONST. 279.12 L.F. D-1350 0 Zo E-4 U) o-4 !__ Lj_Lj'--T--F-T 1--T-T 14+00 15+00 16100 DELTA RADIUS TANGENT LENGTH A 45*00'00" 22.50' 9.32' 17.67' NO 22"16 W 2.79.12 7 4� T- 96 RCP S=0.0064 ""�-_�_WATE E-4 5TA. 15+99-99 L) - E-4 10 1 .46 INV. STORM DRAIN CURVE DATA INDEX DELTA RADIUS TANGENT LENGTH A 45*00'00" 22.50' 9.32' 17.67' 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 STANDARDS IN EFFECT. 0 20 40 80 120 I mommi I SCALE: 1 "=40' FESS Prepared Under The Supervision Of V S/-,4, T171enes Englneering, 117c, c C1WL ENGINEERING -LAND SURVEnNG 14J49 FIRESTONE BOULEVARD LA MIRADA, CALIFORNIA 906J8 Liz PH.(1-14)521-4811 FAX(714)521-417J R.C.E. NO. 56155 Exp. 12-31-18 01 V ate OF" c N 16L /REINHARD STEISYZEL RCE NO. 56155 S=0.5993 EXISTING CID EXISTING GRADE BASIN 1 0 301 :t_�_41 1ID20 I t . 1 2 :1 + c. CL r� M CD 00 (n Lb- llc� UJI >: --f CD C) E Lc) 1010 CONST. 8.52 L.F. 44 24" RCP D-1 750 t -t -t -A Fp-RoFiLE SCALE: .STORM DRAIN -CONSTRUCIION 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. CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 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. CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D 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. ABANDON IN PLACE. CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022. E) CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. REMOVE EXISTING CATCH BASIN. 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. 0 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DING. NO. 340-2. CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. PLAN 3017. WDID# 8 36C374407 DR 13-018 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN WN BY: OLEANDER AVENUE SCALE: mc AS SHOYM ZNED BY- LINE "All DATE: BW STA -8-+30M zTQ 16+00.00 CKED BY: APP=Y: DAT&5 - - DRAWING NO.: 2 MR CITY ENGINM R.C.E. 51152 / �' - 5709 2 ry 0 cn Go rn 0.0 LAT 59L-159 -r-r HOIRIZ. - 1 40' VERT. - 1 4' 10+00 11+00 .STORM DRAIN -CONSTRUCIION 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. CONSTRUCT 54" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. 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. CONSTRUCT 102" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. (D 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. ABANDON IN PLACE. CONSTRUCT CONCRETE COLLAR FOR RCP PER CITY OF FONTANA STD. PLAN 3022. E) CONSTRUCT PIPE ANCHORS PER S.P.P.W.C. STD. DWG. NO. 221-2. REMOVE EXISTING CATCH BASIN. 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. 0 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN 3003, CASE C. REMOVE EXISTING BULKHEAD, MANHOLE, STORM DRAIN AND APPURTENANCES. CONSTRUCT 84" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD. 1008. CONSTRUCT TRANSITION STRUCTURE PER S.P.P.W.C. STD. DING. NO. 340-2. CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF FONTANA STD. PLAN 3005. CONSTRUCT PRESSURE MANHOLE SHAFT AND PRESSURE PLATE PER CITY OF FONTANA STD. PLAN 3017. WDID# 8 36C374407 DR 13-018 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN WN BY: OLEANDER AVENUE SCALE: mc AS SHOYM ZNED BY- LINE "All DATE: BW STA -8-+30M zTQ 16+00.00 CKED BY: APP=Y: DAT&5 - - DRAWING NO.: 2 MR CITY ENGINM R.C.E. 51152 / �' - 5709 2 ry 0 cn Go rn 0.0