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17.67'
9.32'
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70.69'
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RADIUS
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B
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3
VERT: 1 " 4'
14 15 16
STORM DRAIN CURVE DATA
Q
0 OR BEARING
RADIUS
LENGTH
TANGENT
A
05'25'50"
90.00'
8.53'
4.27'
B
45 00 00
45.00
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18.64
P. SE ER
45'00'00"
45.00'
35.34'
18.64'
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45'00'00"
22.50'
17.67'
9.32'
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45'00'00"
22.50'
17.67'
9.32'
F
90'00'00"
45.00'
70.69'
45.00'
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14 15 16
STORM DRAIN CURVE DATA
Q
0 OR BEARING
RADIUS
LENGTH
TANGENT
A
05'25'50"
90.00'
8.53'
4.27'
B
45 00 00
45.00
35.34
18.64
C
45'00'00"
45.00'
35.34'
18.64'
D
45'00'00"
22.50'
17.67'
9.32'
E
45'00'00"
22.50'
17.67'
9.32'
F
90'00'00"
45.00'
70.69'
45.00'
40' 20' 0' 40' 80'
GRAPHIC SCALE: 1" 40'
Q O
0
DIAL TWO WORKING
BEFORE- DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
- HIAA
SCALE: 1"=40'
REV. REVISION DESCRIPTION
RECORD DRAWING
17
10
2" R P I I COOSTJ 239.9p L 2�1 " RCP1
4 -135 )
I
11 12 13 14
SEE SHEET 26
LINE 6 IVIATCHLINE STA. 14+00.00
(SHEET 22) REDMAPLE ST.
24 CONSTRUCT 54" RCP (D -LOAD PER PROFILE)
25 CONSTRUCT 48" RCP (D -LOAD PER PROFILE)
EUCALYPTUS S T . .LINE ' G '
(SHEET 22) 26 CONSTRUCT 42" RCP (D -LOAD PER PROFILE)
LINE BSCALE: 1"=40' 27 CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
I � I
28 CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
29 CONSTRUCT 18" RCP (D -LOAD PER PROFILE)
10 FE r 32 CONSTRUCT CURB INLET AND LOCAL DEPRESSION
Jo �� oQ�OFESS/ON�� PER CITY OF FONTANA STD DETAIL 121
CORD ARVIN
33 CONSTRUCT CURB OPENING CATCH BASIN PER APWACIO �
® rn
STD. -PLAN 300-1
0 ytti
w RCE
4®® No• 63494 s 34 CONSTRUCT GUTTER DEPRESSION PER CALTRANS STD
P 3131104 EpSept 301E INEE s ` 0¢- PLAN D78 AND DETAILS ON SHEETS 32 AND 33
35 CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
(SIGNATURE) (� STD PLAN 320-0
F A`-`�® �®& ft At
36 CONSTRUCTPLAN3MANHHOLE PIPE TO PIPE PER . APWA f
ENGR. CITY DATE ! PLANNLNG ■ DE81GN ■ CgN$TRUCTION CITY OFA FONTANA, CALIFORNIA I
ROFESS IO
{
!� D SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �oP �q< STREET IMPROVEMENT PLANS FOR
STEVEN F� 27555 YNEZ ROAD, SUITE 400 TRACT 160,74
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ■ ■ ■
'TEMECULA, CALIFORNIA 82591-4679
,� K . C I FFEN DRAWN BY. SCALE:
SHOWN HEREON AND CARRIED FORTH IN A D I L I GENT MANNER, W m C Q N S U LT I N G 909.676.8042 • FAX 909.676.7240 . www.RBF.com LINE E LINE G
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PANS TO � No. 42154 EC AS SHOWN
STA. 10+00.60- srAl;j
o . o- JOB NUMBER,
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND, Exp. P EPARED N R E PERVISION OF: DESIGNED BY: ,�+aa�a s0. o
�15-106187
STANDARDS IN EFFECT. 'F Foy /Z sK APP ED BY: DRAWING No.
OF- Cau DATE: �a 25
CHECKED BY• `
S+FIVIEN 1-2111477od RCE N0. EXP. 3-31-04 SKGZ 36
A ING CITY GINEE R.C.E. 51152 DATE:
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