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CURVE DATA
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A
A
35'47'42"
45.00' 28 11 '
14.53'
B
90'00 00"
25.00' 39.27
25.00'
C
60'07'30"
45.00' 47.22'
26.05'
D
180'000"
1,300' 4094'
----
E
15'11 '45"
160 0 '39.27'
21.34'
F
1 180'00 DO "
2.50' 15.71 ------
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114 115 116 117 118
0
w
m
00CK-
�D
U
CURVE DATA
40
DEL TA
R L
7-
A
A
35'47'42"
45.00' 28 11 '
14.53'
B
90'00 00"
25.00' 39.27
25.00'
C
60'07'30"
45.00' 47.22'
26.05'
D
180'000"
1,300' 4094'
----
E
15'11 '45"
160 0 '39.27'
21.34'
F
1 180'00 DO "
2.50' 15.71 ------
---
naergrouna berVICe Ale
SIERRA AVENUE
LOCKING GRATE & FRAME
SHALL BE ALHAMBRA FOUNDRY
NO. A-1586 OR EQUAL.
18" CATCH BASIN DETAIL
Hrs
M
NTS
40 O 40 120
SC016) 1"', _ 40 ft
BASIS OF BEARINGS I BENCHMARK
Call: TOLL FREE
1-800 SEE SHEET / OF 4 SEE SHEET / OF 4
277-2600
TWO WORKING DAYS BEFORE YOU DIG
INLET SECTION
T CW , �L--f - f
OR =2 " VE RT/ OR -1 "=4'
ri
1078.51 -- -- -- -- -- D=48"
ffitirk
1090
012
CONSTRUCTION NOTES
O—CONSTRUCT 8.5" AC OVER 12" OF 95%
COMPACTED NATIVE SOIL. (SEE GEN. NOTES)
(D—CONSTRUCT CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. DETAIL 101
3)— CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF
FONTANA STD. DETAIL 105A
(D— SAWCUT AND REMOVE 1' OF EXISTING PAVEMENT
(D --CONSTRUCT LOCAL DEPRESSION PER APWA PLAN
313-0, CASE A
/Q
/2 /�9B
REL OCAT�p 5. D. � Ric//5�I7 �tIOT�'S
S • 1•A • G•
12 - J -a pj
�
��,- $ -9S
REV.
DATE
DESCRIPTION
ENG.
I DATE
APPR.
DATE
4
o
4
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el
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'a=asoo'0o'
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C=30
TD=48
T—
---
--
CONSTRUCTION NOTES
O—CONSTRUCT 8.5" AC OVER 12" OF 95%
COMPACTED NATIVE SOIL. (SEE GEN. NOTES)
(D—CONSTRUCT CONSTRUCT 8" CURB & GUTTER PER CITY OF
FONTANA STD. DETAIL 101
3)— CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF
FONTANA STD. DETAIL 105A
(D— SAWCUT AND REMOVE 1' OF EXISTING PAVEMENT
(D --CONSTRUCT LOCAL DEPRESSION PER APWA PLAN
313-0, CASE A
/Q
/2 /�9B
REL OCAT�p 5. D. � Ric//5�I7 �tIOT�'S
S • 1•A • G•
12 - J -a pj
�
��,- $ -9S
REV.
DATE
DESCRIPTION
ENG.
I DATE
APPR.
DATE
CONSTRUCT CATCH BASIN PER APWA PLAN
300-1, W=7', H=5' MIN (SEE SECTION)
(D --CONSTRUCT 48" RCP (1800 D)
(D --CONSTRUCT 24" RCP (1800 D)
9�) - CONSTRUCT JUNCTION STRUCTURE PER APWA PLAN
331-0
@--CONSTRUCT MANHOLE PER APWA PLAN
320-0
&-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH (40' WIDE)
PER CITY OF FONTANA STD. DETAIL 102-B
@-CONSTRUCT 8" CURB PER CITY OF FONTANA STD.
DETAIL 101
r'
rJ' T 1
I FS, ie 1 11 K
PLANS PREPARED BY,
ENG/ Af HHRS
CIVIL ENGINEERING SURVEYING PLANNING
6820 AIRPORT DRIVE, RIVERSIDE, CA 92504
TEL; (909) 688-0241 FAX; 0)
DATE: 711
UNDER THE 5UPE)WI510N OF: R.G.E. 53390 EXP. 6/30/99
@--CONST. 48" CSP INLET TYPE V PER OCEMA STD. PLAN 1305
4 CONST. VARIALBLE AC OVERLAY, 3.5"
AT CENTERLINE
&-RELOCATE EXISTING SIGN.
&-STREET LIGHT PER SIERRA STREET LIGHT PLAN 1601 -LTE
17 RELOCATE EXISTING POWER POLE.
@--RELOCATE EXIST. F.H. TO BACK OF S.W. AS SHOWN
@--REMOVE EXIST. 36" CMP STORM DRAIN.
@-CONSTRUCT 18" RCP (2500 D)
DISPOSITION NOTES
REMOVE FENCE
20- SAWCUT &REMOVE ASPHALT PAVEMENT
3� REMOVE EXIST. A.C. DIKE
CITY OF FONTANA, CALIFORNIA
TRACT No. 13332
DES/GNED BY SC4L£
cF Sierra Avenue
"40
DRAlYN BY.• offsite Improvements OArE
cF STREET IMPROVEMENT PLANS BAR /998
CHECKED BY.• y/c/910 DlYG. No. 3
CITY ENG/NEER R.C.E. 25126 DATE 2607
Fi/e name. E (CAD ORAGY/NG FIESTA SOUTHPK STR2