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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
495
REV. REVISION DESCRIPTION
I AS -BUILT
Sam WMWWWWMWWM
496 497 498 499
STRUCTURAL DATA
S?RUC
STATION A.
B C
D
''EXIST R/
491+78.37 45'
493+09.11 90'
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--
48"
MH-3221
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1 inch = 40 ft.
BASELINE AVENUE
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CROSS REFERENCES:
SEWER IMPROVEMENT PLAN 1
OF 6
STREET IMPROVEMENT PLAN 13
OF 29
TRAFFIC SIGNAL MODIFICATION
PLAN 2 OF 3
COMMUNICATION CONDUIT PLAN
1 OF 3
SIGNING AND STRIPING PLAN
1 OF 5
TRAFFIC CONTROL (PHASE 1)
1 OF 20
(PHASE 2)
3 OF 20
(PHASE 3)
4 OF 20
(PHASE 4)
6 OF 20
(PHASE 5)
7 OF 20
(PHASE 6)
8,10 OF 20
(PHASE 7)
12914 OF 20
(PHASE 8)
16919 OF 20
LANDSCAPE CONSTRUCTION PLAN 2 OF 22
LANDSCAPE IRRIGATION PLAN
8 OF 22
LANDSCAPE PLANTING PLAN 14
OF 22
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TOLL FREE 'm'm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
495
REV. REVISION DESCRIPTION
I AS -BUILT
Sam WMWWWWMWWM
496 497 498 499
STRUCTURAL DATA
S?RUC
STATION A.
B C
D
JS 333
491+78.37 45'
493+09.11 90'
48" 3.5'
24" 1 3.0'
--
48"
MH-3221
DATE .SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
akpl
COMMENCE 1611 THIt! TWO YEARS OF THE DATE OF APPROVAL
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.
14101
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� No. 3711125
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SCALE
H OR I Z: 1"=40'
VERT: 1 "=4'
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STORM DRAIN CONSTRUCTION NOTES
0 CONSTRUCT 9'(W) X 8'(H) RCB PER PLAN, PROFILE,
AND DETAIL ON SHEET 10.
O2 CONSTRUCT CURB OPENING CATCH BASIN PER PLAN
AND APWA STD PLAN 300-2.
3O FURNISH AND INSTALL 18" RCP 2250 D.
�4 CONSTRUCT BULKHEAD WITH 8" BRICK AND MORTAR
WITH #4 ® 16" OC E.W.
0 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE,
AND APWA STANDARD PLAN 334-1.
U6 PROTECT IN PLACE.
O CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA
STD. PLAN 323-1.
O 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.
11 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 /3330 D.
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 2D00 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.
Notes:
1. Pressure treat all wood.
2. Seal the U/S portion of the basin opening.
3. Catch basin opening width to remain is indicated on plan.
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Prepared Under The Supervision Of :Z
CITY OF FONTANA, CALIFORNIA
SIERRA AVE AND BASELINE AVE IMPROVEMENTS
DRAWN BY:STORM
DRAIN IMPROVEMENT PLAN
SCALE:
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I.M.SIERRA
AVENUE
M
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DESIGNED BY:
DATE:
07/31/06
2001 East First Street
FROM 30' Off��TH O BASEL/NE AVE
o
Santa Ana, CA 92705
B.
T 814' NRTHQPIBASELINE AVE
LO
TEL: (714)568-7300 FAX: (714)83675906
CD
CHEC BY:
AP VE ,BY: /
2-4�-
DRAWING NO.:
1
�'R'
3665
12
_ Date
Y E GINEER R.C.E. 51152 _ DATE:
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