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HYDRAU-IC DATA EMMAULIC DATA- 10 11 12 13 14 15 16 17 18 19 20
V25/ULTIMATE MAX = 8.29 FPS V25/ULTIMATE MAX = 7.90 FPS
Q25/ULTIMATE = 234.3 CFS Q25/ULTIMATE = 223.3 CIFS
VlOO/EXISTING MAX = 11.73 FPS VlOO/EXISTING MAX = 11.34 FPS
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END 18" RCP'
20+20.00
35
20+26.00
31
20+�32.00 60
PROPOSED
44 2
DRAINAGE CHANNEL R/W
/PER STREET 19+57.28 BC
IMPROVEMENT PLANS
DING 3334 0 D
10+00. 0 LAT J2 z - - - - - - - - - - - - - - - - - - - - - - D, U1 � - - - - - --------
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10+12.19 BCJ
10 38.62
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END 18" RCIP
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D TE ENGR. CITY DATE _1%F — PLANNING E DESIGN M CONSTRUCTION A &I I A
SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORN A
THE BEARINGS HEREON ARE Tk PROVEMENTS NOT COMMENCE WITHIN TWO Lj STORM DRAIN IMPROVEMENT PLANS FOR
EL = 1077.40 BASED ON THE CENTERLINE L M v - )1�r TRACT 16074 - OFFSITE - PHASE 2
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN 27555 YNEZ ROAD, SUITE 400
AS NORTH 89-03'21- EAST a TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
CHISELED BOX IN HEREON AND CARRIED FORTH IN A
EASTERLY TOP CURB PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER �f No 43090 CONSULTIN1133 909.676.8042 - FAX909.676.7240 www.RBF.com RJB/RLS/EL LINE J AS SHOWN
TAMARIND AVE.; 60 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARE DER THE Su E VISION OF: DESIGNED BY:
SOUTH OF TAMARIND CT., v J\. ISL 1__�l 15-1 0187.
MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH %. a EL/RJB/MCH -APPR
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE It , OVED DRAWING NO. 5
0*00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. OF c N DATE: CHECKED C 3335
89*04'00" EAST. MICHAEL . TAMAN 42CE NO. 43090 EXP. 3-3 1 -04, MAT OTY ENGINEER R.CT.- Z1 152 ZATE: 5
STORM
DRAIN
DATA
n
DELTA/BRG
RAD I US
LENGTH
TANGENT REMARK
5
N89*29'18"E
806.39'
10
NOO*30'42"W
10.61'
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CONSTRUCT 72^ RCP (D -LOAD PER PROFILE)
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DETAIL PER SHEET 3.
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA 3TD PLAN 320-1
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CONSTRUCT RISER PER CALTRANS DETAIL D75A, TYPE GMP
CONSTRUCT JUNCTION STRUCTURE PER APWA STD 332-1
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CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380 -2
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CONSTRUCT DOUBLE BRICK AND MORTAR BULKHEAD
(AA\ ,^.nr^.. oD^`o=/ n^o� /, o^cr "rou v , n^u m`n�N �
..�~ `^ ..^=. " . ".~
D TE ENGR. CITY DATE _1%F — PLANNING E DESIGN M CONSTRUCTION A &I I A
SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORN A
THE BEARINGS HEREON ARE Tk PROVEMENTS NOT COMMENCE WITHIN TWO Lj STORM DRAIN IMPROVEMENT PLANS FOR
EL = 1077.40 BASED ON THE CENTERLINE L M v - )1�r TRACT 16074 - OFFSITE - PHASE 2
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN 27555 YNEZ ROAD, SUITE 400
AS NORTH 89-03'21- EAST a TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
CHISELED BOX IN HEREON AND CARRIED FORTH IN A
EASTERLY TOP CURB PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER �f No 43090 CONSULTIN1133 909.676.8042 - FAX909.676.7240 www.RBF.com RJB/RLS/EL LINE J AS SHOWN
TAMARIND AVE.; 60 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARE DER THE Su E VISION OF: DESIGNED BY:
SOUTH OF TAMARIND CT., v J\. ISL 1__�l 15-1 0187.
MAP, SAID BEARING HAD BRING THEM INTO CONFORMANCE WITH %. a EL/RJB/MCH -APPR
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE It , OVED DRAWING NO. 5
0*00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. OF c N DATE: CHECKED C 3335
89*04'00" EAST. MICHAEL . TAMAN 42CE NO. 43090 EXP. 3-3 1 -04, MAT OTY ENGINEER R.CT.- Z1 152 ZATE: 5