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ATERAL F-1 28
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HYDRAULIC DATA
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d
sf
slope(So)
n
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Dc (ft)
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6.0
24"
0.0007
0.058
0.013
0.45
11.4
0.87
4.6
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6.6
24"
0.0009
0.078
0.013
0.44
13.0
0.91
4.7
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4.7
24"
0.0004
0.002
0.013
0.96
3.1
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40' 20' 0' 40' 80'
GRAPHIC SCALE: 1 " = 40'
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DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PROFILE SCALE
HORIZ: 1" : 40'
VERT: 1" : 4'
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DESIGN Q=26.7cfs
PER CO. SB ST PLANS
SHEET 1 A OF 3.
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SCALE: 1"=40'
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EXIST 24" SD
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DESIGN--Qtw =-20,0-fs
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SEE TAMARIND AVE LATERAL F-3
Q=11.8cfs I� WATER RELOCATION N 00'31 00 W 28
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C13Zn 28 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
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W ►1- ^^I/1/ T
rru' "'`"`' - 33 CONSTRUCT CURB PEN I NG CATCH BASIN PER APWA
Exp. Sept. 30, 2006 STD PLAN 300-2 SEE SFEET 10)
u- u- s Q. O CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
� � C) u � v u u u- �,9T CIVIC ��� PLAN D78 AND DETAILS ON SHEET 10 (CASE PER PLAN)
0 o x O C) o C) 0- F OF At �F� 35 CONSTRUCT MANFiO E P I PE TO PIPE PER APWA
C) °O o 0 0 C) 00 oo o 0 0 C) 00 � - to o o o STD PLAN 320-1 L(SEE SHEET 10)
e�t\� �O,n
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`� v °O v06 ^ rri N
00F-00 O c) O N O CONSTRUCT MONOLITHIC CAT H BASIN CONN
CT I ON
+ N + n 00 + +co + + r.) N r- co co to co PER APWA STD PLAN 308-1 SEE SFEET 10
co � � N N OMO ��
NN-7 N
RE=7!L
¢ o ¢ o o ¢ O ¢ ¢ ¢ 41 REMOVE EXISTING RISER
�o �o o �-o F -o f -o o �o
V) o cn o o c o V) o o o o N N N N cn N 42CONSTRUCT CONCRETE COLLAR PER APWA STD PLAN 380-2
cn .- cn cn cn cn cn CB ENGINEER: (SEE SHEET 10)
CB j1 co JE2 CB J3 (SIGNATURE)
SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"-10' SCALE: 1"=10' Mw 43 CONSTRUCT INLET TYPE V PER DETAIL ON SHEET 2
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SIS IF REARIi SHOULD CONSTRUCTION OF THE REQUIRED
IPLANNING ■ DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA
RECORD DRAWING ��� �
EL = 1077.40 THE BEARINGS HEREON ARE IMPROVEMENTS NOT COMMENCE WITHIN TWO �pt:ESS10 4.l STORM DRAIN IMPROVEMENT PLANS FOR
OFSED J RUPAOTHE CENTERLINEAVENUE � SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �o jrl `y 27555 YNEZ ROAD, SUITE 400
AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH IN A = > �� _ TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: LINE 'F-1' LINE 'F-2' LINE 'F-3' LINE 'F_4, SCALE:
CHISELED BOX IN `" CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS AS SHOWN
PER PARCEL MAP N0. No 43 ^�
EASTERLY TOP CURB, D I L I GENT MANNER, THE CITY ENG I PEER
12195, P.M.B.158/28-40; ' �` Exp. 3/31/04 STA. 10+00.00- STA. 10+00.00- STA. 10+00.00- STA. 0+74.00- JOB NUMBER
TAMARIND AVE.; so' '� DESIGNED BY:
FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED UN R THE SUPE SION OF: STA. 10+ss. STA. 10+27.lf0 A. to+7sa.s2 STA. o+ea.00
SOUTH OF TAMARIND CT., MAP, SAID BEARING HAD `�l 01 �V ��� 15-100187
500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH �jF Eos MC R EDB DRAWING N0. 9
0•oo'3s" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. OF C � DATE: p7- CHECKED B S' ?Y - 00-
89.04'00" EAST. MICHAEL A. TYLM N NO. 43090 EXP. 3-31-04 1l M rri V CMrrrnrrCD o r r r,119 neTr • "2 10
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