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HomeMy WebLinkAbout4936-3Dl 10+00 11+00 LINE "C" COYOTE CANYON ROAD CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 60'00'00" 22.50 1 23.56 1 12.99- C2 45'00'00" 22.50 1 17.67 9.32 47.48 L2 N00.26'09"E 21.90 L3 N45.0 '09"E 17.84 14 N61'0323"W 57.65 0.75 9'-6" moons 1.17 18" 3'-2" 7'-0" 50 0.91 10-6" 75 1.35 moons 3'-5" 7'-6" 60 1.02 11'-6" 90 1.52 24" MESON 8'-6" 75 1.20 12'-6" 100 1.72 27" 3'-11" 9'-6" MMEESE 1.39 14'-0" 115 2.00 30" 4'-2" 10'-0" 90 1.52 15'-0" 126 2.21 33" 4'-5" 11'-0" 100 OmniEESE 16'-0" 130 2.42 36" OEM® 12'-0" 105 1.95 17'-0" Omni 2.65 39" SEEN OMENS ®®m® moons mosso ESSENmossomE 12'-6" 130 2.09 18'-0" 170 2.88 42" 1 3'-6" 140 2.34 19'-0" 185 3.13 45" 5'-5" 14'-6" 150 2.60 20'-0" MEMO 3.38 48" 5'-8" 5'-0" 160 2.75 21'-0" 200 3.64 51" 5'-11" 6'-0" 180 3.03 22'-6" MEMO 4.02 54" 6'-2" 17'_0" 190 3.31 23'-6" 240 4.30 so WIN V ®E Omoons ®� MEESE OMNI! nommaw OMENS 0 ®�® MEN MEN MEN Dl 10+00 11+00 LINE "C" COYOTE CANYON ROAD CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C1 60'00'00" 22.50 1 23.56 1 12.99- C2 45'00'00" 22.50 1 17.67 9.32 �_ 0 an o V 11+00 PLAN 1 "= 40' LATERAL "2" SCALE IN FEET CONSTRUCTION NOTES 3O CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). © CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004 (W & V PER PLAN). 90 CONSTRUCT MANHOLE PER CITY STD. PLAN 3013. 10 CONSTRUCT OUTLET STRUCTURE PER DETAIL HEREON. O V. _---REVISION-DE SCRIPTION D 1 AS BUILT - DVWWVWAWM IA� a M� BEFORE DDAA°swBDEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE 'BY UNDERGROUND SFRutcF Alla•r NOTES: 1. No deduction made in quantities for thickness of pipe walls. 2. All reinforcing steel #4 bars. All vertical and horizontal tie bars 1'-6" maximum spacing. 3. Length of wall "W" may be varied to suit conditions encountered in the field, and straight line interpolation may be used to calculate quantities. 4. Quantities are for design purposes only. 5. Cable railing to be installed on top of headwall when shown on Project Plans. See Standard Plan Bll-47 for cable railing details. 3/4" Chamfer Omit rounding for pipes less than 48' diameter 9„F1 IO►- I�:a7 I 2" 7 1 /2" �-_____� -___.� ti FRONT ELEVATION 2'-0" SINGLE HEADWALL DETAIL 3C SECTION, SINGLE & N.T.S. DOUBLE HEADWALLS D LINE TABLE L LINE BEARING I LENGTH Ll N59'S3'51"W 47.48 L2 N00.26'09"E 21.90 L3 N45.0 '09"E 17.84 14 N61'0323"W 57.65 �_ 0 an o V 11+00 PLAN 1 "= 40' LATERAL "2" SCALE IN FEET CONSTRUCTION NOTES 3O CONSTRUCT 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). © CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3004 (W & V PER PLAN). 90 CONSTRUCT MANHOLE PER CITY STD. PLAN 3013. 10 CONSTRUCT OUTLET STRUCTURE PER DETAIL HEREON. O V. _---REVISION-DE SCRIPTION D 1 AS BUILT - DVWWVWAWM IA� a M� BEFORE DDAA°swBDEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE 'BY UNDERGROUND SFRutcF Alla•r NOTES: 1. No deduction made in quantities for thickness of pipe walls. 2. All reinforcing steel #4 bars. All vertical and horizontal tie bars 1'-6" maximum spacing. 3. Length of wall "W" may be varied to suit conditions encountered in the field, and straight line interpolation may be used to calculate quantities. 4. Quantities are for design purposes only. 5. Cable railing to be installed on top of headwall when shown on Project Plans. See Standard Plan Bll-47 for cable railing details. 3/4" Chamfer Omit rounding for pipes less than 48' diameter 9„F1 IO►- I�:a7 I 2" 7 1 /2" �-_____� -___.� ti FRONT ELEVATION 2'-0" SINGLE HEADWALL DETAIL 3C SECTION, SINGLE & N.T.S. DOUBLE HEADWALLS D H L SINGLE Steel Conc LB CY L DOUBLE Steel Conc LB CY 12" 2'-8" 5'-0" 35 0.60 8'-0" 50 0.94 15" 2'-11" 6'-0" 40 0.75 9'-6" 60 1.17 18" 3'-2" 7'-0" 50 0.91 10-6" 75 1.35 21" 3'-5" 7'-6" 60 1.02 11'-6" 90 1.52 24" 3'-8" 8'-6" 75 1.20 12'-6" 100 1.72 27" 3'-11" 9'-6" 85 1.39 14'-0" 115 2.00 30" 4'-2" 10'-0" 90 1.52 15'-0" 126 2.21 33" 4'-5" 11'-0" 100 1.73 16'-0" 130 2.42 36" 4'-8" 12'-0" 105 1.95 17'-0" 145 2.65 39" 4'-11" 12'-6" 130 2.09 18'-0" 170 2.88 42" 5'-2" 3'-6" 140 2.34 19'-0" 185 3.13 45" 5'-5" 14'-6" 150 2.60 20'-0" 195 3.38 48" 5'-8" 5'-0" 160 2.75 21'-0" 200 3.64 51" 5'-11" 6'-0" 180 3.03 22'-6" 225 4.02 54" 6'-2" 17'_0" 190 3.31 23'-6" 240 4.30 STRAIGHT HEADWALLS CONSTRUCT STRAIGHT HEADWALL ' PER CALTRANS STD. D-89 (SEE DETAIL 3C HEREON) ! 24" 18" C ROCK 0 0 0 0 0 I 24" RCP 0.5 5' 0.5' LOT E 18" REMOVABLE 4'x0.5' GRATED MANHOLE OPENING I ALL SIDES �loi`!?._. of x-100 YR WS=1683.9 0 0 0 Cn rn rn IVIEW RIP-RAP/PLAN 0 NOT TO SCALE 18" GROUTED ROCK RIP -RAP 0 0 STRAIGHT HEADWALL 3' CALTRANS DETAIL STD. D-89 18" GROUTED 101t ROCK ' RIP -RAP 10' 18" GROUTED --/ ' SECTION X -•X ROCK RIP -RAP NOT TO SCALE 3'x0.33' OPENING ALL SIDES , _ 18" GROUTED ROCK RIP -RAP 1 i DETENTION BASIN r- BASIN BOTTOM LOT D 18" REMOVABLE GRATED MANHOLE 0 In (-•100 YR WS=1702.2 677.0 INV. 677.0 I I YP. o' X0.5% BASIN BOTTOM 696.0 INV. (0 696.0 0.5% BASIN BOTTOM 48 RCP PIPE 10-0.9' DIA. OPENINGS 4 AT NORTHEAST SIDE 36 RCP PIPE), 3 EA. AT N/W & S/E SIDES o INLET DETAIL FOR LINE "A" INLET DETAIL FOR LINE " B NO SCALE NO SCALE NOTE: 1. THE FOLLOWING STANDARD PLANS SHALL APPLY. 3005 -MONOLITHIC CATCH BASIN CONNECTION 3006 -CATCH BASIN REINFORCEMENT" 3008 -CATCH BASIN MANHOLE FRAME AND COVER z 3024 -STEEL STEP g n 1. 1'8" GRATED MANHOLE FRAME AND COVER PER ALHAMBRA FOUNDRY #A=1210 z OR APPROVED,. EQUAL BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST 0 NORTHWEST LEG OF EDISON .TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1 => 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. ry OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE O MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD F-- OENTERLIN: AND HAS A BEARING OF N89'22'55"E. (n ELEVat1oN: 1676.78 FEET DATE ENGR. CITY DATE O 03/15 W.IW --is- 3/> s SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Ems, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL42 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��2 A STORM DRAIN IMPROVEMENT PLANS 1 s ���MADOLE � szoz r�rrseunc�l Avg style zao DRAWN BY: CO THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 3ENo.�366 �z RANCWCUCAMOWA,CA9173° TRACT NO..jM8 4 scALE: N �r+oue9D9AK632z SL CB {r "ling for FAX: 909A9wm DESIGNED BY: .COYOTE C NYON :ROAD BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �r�rfvl�op��� AS LP DATE: DA CHECKED BY: APPR BY: Z STANDARDS IN EFFECT. CAL z EXP. Y1 DRAWING NO. 3 ...,. � TM WBDPiL L A78iJRU' _ Cl ENGINEER R.C.E. 51152 v" DATE 4936 3 J:\126-2500\storm\StormDroinoff-site\SDO30S.dwg, 5/18/2012 2:25:06 PPA, djavier o 0 t 0 0 0 0 0 0 i DETENTION BASIN r- BASIN BOTTOM LOT D 18" REMOVABLE GRATED MANHOLE 0 In (-•100 YR WS=1702.2 677.0 INV. 677.0 I I YP. o' X0.5% BASIN BOTTOM 696.0 INV. (0 696.0 0.5% BASIN BOTTOM 48 RCP PIPE 10-0.9' DIA. OPENINGS 4 AT NORTHEAST SIDE 36 RCP PIPE), 3 EA. AT N/W & S/E SIDES o INLET DETAIL FOR LINE "A" INLET DETAIL FOR LINE " B NO SCALE NO SCALE NOTE: 1. THE FOLLOWING STANDARD PLANS SHALL APPLY. 3005 -MONOLITHIC CATCH BASIN CONNECTION 3006 -CATCH BASIN REINFORCEMENT" 3008 -CATCH BASIN MANHOLE FRAME AND COVER z 3024 -STEEL STEP g n 1. 1'8" GRATED MANHOLE FRAME AND COVER PER ALHAMBRA FOUNDRY #A=1210 z OR APPROVED,. EQUAL BENCH MARK: NGS: EV9118 BASIS OF BEARINGS: 1.5 INCH BRASS DISK ON TOP OF THE THE SOUTH LINE OF THE SOUTHWEST 0 NORTHWEST LEG OF EDISON .TOWER NO. QUARTER OF SECTION 13; TOWNSHIP 1 => 18-3; LOCATED 49 FEET +/- WEST NORTH, RANGE 6 WEST S.B.M. PER R.S. ry OF CITRUS AVENUE CENTERLINE & 1.25 118/64. SAID SOUTH LINE IS ALSO THE O MILES NORTH OF HIGHLAND AVENUE CENTERLINE OF DUNCAN CANYON ROAD F-- OENTERLIN: AND HAS A BEARING OF N89'22'55"E. (n ELEVat1oN: 1676.78 FEET DATE ENGR. CITY DATE O 03/15 W.IW --is- 3/> s SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Ems, PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL42 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ��2 A STORM DRAIN IMPROVEMENT PLANS 1 s ���MADOLE � szoz r�rrseunc�l Avg style zao DRAWN BY: CO THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO 3ENo.�366 �z RANCWCUCAMOWA,CA9173° TRACT NO..jM8 4 scALE: N �r+oue9D9AK632z SL CB {r "ling for FAX: 909A9wm DESIGNED BY: .COYOTE C NYON :ROAD BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �r�rfvl�op��� AS LP DATE: DA CHECKED BY: APPR BY: Z STANDARDS IN EFFECT. CAL z EXP. Y1 DRAWING NO. 3 ...,. � TM WBDPiL L A78iJRU' _ Cl ENGINEER R.C.E. 51152 v" DATE 4936 3 J:\126-2500\storm\StormDroinoff-site\SDO30S.dwg, 5/18/2012 2:25:06 PPA, djavier