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5+01.08 END WINGWALL
BEG 84" RCP
CV
I-
0
0
0
0
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5+80.27 PCC
7+97.23 EC
7+89.50 0 INT
= 10+04.18 LINE Al
8
9
9+9 .97 PRC
84" RCP
N 89°04'00" E
8" WATERLINE
S STA 23+95.14 0 INLET #4
=14.0', V=8.34'
10+15.20 END 24" RCP LAT A-
N 25°25 10" E
10+03.68 INT.W SIDEWALL
= 9+70.67 LINE B
9+67.26 INT LINE B
= 10+00.00
LAT A-1, LAT A-2
10
1 4 TON
te_r_viumitialr
L=4.0', V=4.
10+04.95 INT W SIDEWALL
= 5+23.47 LINE B
84" RCP
N 89°27'24" E
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9+64.97 END 84" RCP
STORM DRAIN CURVE DA TA
0
A OR BEARING
RADIUS
LENGTH
TANGENT
A
2446'25"
45.00'
19.46'
9.88'
B
2509'50" .
494.00'
216.97'
109.52'
C
14'15'55"
406.00'
101.09'
50.81'
D
91'23'53"
45.00'
71.78'
46.11'
40' 20' 0'
40' 80'
GRAPHIC SCALE: 1" = 40'
CD
uJ
SH
LIN
HE
A
T
T
6)
CONSTRUCTION NOTES
CONSTRUCT 84" RCP (D -LOAD PER PROFILE)
• CONSTRUCT 78" RCP (D -LOAD PER PROFILE)
• CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
0 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
(i) CONSTRUCT TYPE A HEADWALL AND WINGWALL
PER CALTRANS STD PLAN 090
0]) CONSTRUCT SLOPED PROTECTION BARRIER PER
APWA STD PLAN 360-0
REVISION DESCRIPTION
***,/
0
9 73.14 BEG'78" RCP
(!)
91-70.81 AM SHAFT
= ST STA 24+07.81
10+26.87 END 18" RCP
ST STA 23+93.22
L=4.0', V=7.96'
LAT A-2 18" RCP
INLET ;3
N 00°1539" W
10+03.45 0 INT. W/SIDEWALL
= 9+67.74 LINE B
CONSTRUCT CURB INLET AND LOCAL DEPRESSION
PER CITY OF FONTANA STD DETAIL 121 AND
LOCAL DEPESSION DETAILS ON SHEETS 32 TO 33
CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-1
CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
PLAN D78 AND DETAILS ON SHEETS 32 AND 33
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 320-0
CONSTRUCT 1/4 TON ROCK RIP -RAP PER DETAIL
AND GRADATION ON SHEET 16
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA STD PLAN 332-0
ENGR. CITY DATE
DIAL
BEFORE
YOU DIG
TWO WORKING
//DAYS BEFORE
YOU DIG
TOLL FREE 1-800-227-2600
PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
LINE 'B'
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREOWAND/CARRIOtORTH IN A DILIGENT M ,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
RCE 43090
EXP 3/31/04
OF CIO
CD
STEVEN
K. GIFFEN
Na
Exp 3-31-04
CIVIL
PLANNING • DESIGN U CONSTRUCTION
27555 YNEZ ROAD, SUITE 400
111• M
TEMECULA, CALIFORNIA 92591-4679
CONSULTING 909.676.8042 m FAX 909676.7240 m www.RBF.com
Si-
f t
PREPARED .NDER T SU VISION OF:
4111P1ID DATE: I t.
CE NO. 4.2+5.4- EXP. 3-31-04
DO
050
40
1 I ,
g r4F-411-'›"Pr,
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS FOR
TRACT 16074
0
0
0
CD
0
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0
0
U)
N
03
N
0
H
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ft
U)
CD
DRAWN BY:
EC
DESIGNED BY,otiou,
SKG
LIN B'
$ta., 9+91.33,
0„
10+00.00
SCALE:
CHECKED
RCiS.K
Eiagerli
BY:
ACTI
/2
CITY ENGINEER R.C.E. 51152 DATE:
AS SHOWN
JOB NUMBER
15,100187
DRAvdie -No:
2902 36.
. . .