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PROP C&G PER ST
IMPROVEMENT PLANS +
SHEET No9
STRUCTURAL DATA
STRUC
STATION
A
B
C
D
Dz
MH322
504+67.80
71'
24"
2.0'
42"
42"
M11322
504+75.00
81'
24"
2.0'
48"
48"
JS 331
505+92.31
60'
1 24"
1 3.5'
42"
42"
STORM DEAIN CONSTRUC110H NQTES
�1 CONSTRUCT 9'(W) X 8'(H) RCB PER PLAN, PROFILE,
AND DETAIL ON SHEET 10.
O CONSTRUCT CURB OPENING CATCH BASIN PER PLAN
AND APWA STD PLAN 300-2.
0 FURNISH AND INSTALL 18" RCP 2250 D.
O CONSTRUCT BULKHEAD WITH 8" BRICK AND MORTAR
WITH #4 ® 16" OC E.W.
O5 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 334-1.
O6 PROTECT IN PLACE.
O7 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD. PLAN 323-1.
�8 CONSTRUCT RCB WINDOW PER PLAN, PROFILE, AND
APWA STD DTL 382-1.
O9 CONSTRUCT LOCAL DEPRESSION PER PLAN AND APWA
STD PLAN 313-2.
10 FURNISH AND INSTALL 24" RCP 2250 D,
1 i FURNISH AND INSTALL 42" RCP 2000 D.
12 CONSTRUCT DBL 8' (W) X 8' (H) RCB PER PLAN,
PROFILE, AND DETAIL ON SHEET 11.
13 FURNISH AND INSTALL 72" RCP /33'0D.
14 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 333-1.
15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD PLAN 320-1.
16 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STD PLAN 331-2
17 FURNISH AND INSTALL 48" RCP 2000 D.
18 FURNISH AND INSTALL 36" RCP 2000 D.
19 CONSTRUCT TRANSITION STRUCTURE PER PLAN,
PROFILE, AND APWA STD PLAN 343-1.
20 CONSTRUCT TRANSITION STRUCTURE PER PLAN,
PROFILE, AND APWA STD PLAN 342-1.
21 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 332-1.
22 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD. PLAN 322-1.
23 FURNISH AND INSTALL CONCRETE COLLAR PER PLAN,
PROFILE, AND APWA STD. PLAN 380-3.
® JOIN EXIST 24" SD, REMOVE INTERFERING PORTION OF
EXIST. 24" SD.
25 REMOVE BULKHEAD AND JOIN EXIST STORM DRAIN.
27 -CONSTRUCT. CONCRETE COLLAR PER PLAN,
PROFILE, AND APWA STD. PLAN 380-2.,
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SCALE: E
1`40'
T
t�f ��$.80 ;
DATE:
07/31/06
CHECKED BY:
N.R.
APPR D BY: / �
q�:r71
DRAWING NO.:
3665
t
2
12 i
_ Date
CI Y ENGI F.ER R.C.E. 51152 DATE:
YACNETIC '
GRAPHIC SCALE
40 o a.o 40 so 160
CXu 30" WA R AIN TO BE 15 U' z
R HED -IN-PLACE AND R�FESS�� 0 �, o c� c-� /
iTH Q
� 1 BAC FILLED AT1VE AGGREGATE. � o F- .- F- m d
J.4 U U CONSTRUCTION CURVE DATA (IN FEET)
1 inch = 40 ft. �
I No. 53390 0 RADIUS LENGTH TANGENT BC STA EC STA
* EXP. 6-30-
�� civic.
LOT CAI. S
I
O REV. REVISION DESCRIPTION
I AS -BUILT
2 RELOCATE EXISTING CATCH BASIN
TOLL FREE -800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2
MICALLEF STREET
DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NO T
24115 C- COMMENCE WITHIN TWO YEARS OF THE DATE OFAPPROVAL
31
SHOWN HEREON AND CARRIED FORTH INA DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
- BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
36'21'13" 90.00' 57.10' 29.55' 503+88.06 504+45.17
36.19'37" 90.00'T 57.06' 29.53' 505+07.40 505+64.46 ;
AS -BUILT
QRpFESS/p�
siE9
No, 37
p .6/30/08
q oIV1��Q'
OF CALF
Prepared Under The Supervision of :
2001 East First Street
Santa Ana, CA 92705
TEL: (714)568-7300 FAX: (714)836-5906
f
CI T Y OF FONTANA, CAL1FOd4NIA
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
DRAWN BY:
I'M'
STORM DRAIN IMPROVEMENT PLAN
SIERRA
SIERRA AVENUE
-- FROM 814 NOR OFBASELINEAVE
TO 2 5' NO 14 OF WCA4LEF ST
SCALE: E
1`40'
DESIGNED BY:
B.A.S.
DATE:
07/31/06
CHECKED BY:
N.R.
APPR D BY: / �
q�:r71
DRAWING NO.:
3665
t
2
12 i
_ Date
CI Y ENGI F.ER R.C.E. 51152 DATE: