HomeMy WebLinkAbout2465-1GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM
TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD
SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(GREEN BOOK), LATEST EDITION.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING
DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL
INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA
ENGINEERING DIVISION AT LEAST 24 HOURS PRIOR TO THE START OF
ANY WORK AT (909) 350-6632.
3. STATIONING REFERS TO THE CENTERLINES OF STORM DRAINS EXCEPT
WHERE OTHERWISE NOTED.
4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
7. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION AND ELEVATION IN THE FIELD.
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED
WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE
FROM CAL/OSHA.
10. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEMENT GRADE
AND BROUGHT TO FINISHED GRADE BY THE PAVING CONTRACTOR
AFTER PAVEMENT IS IN PLACE.
11. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR
DIKE OR CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY
PURSUE THAT PORTION OF THE WORK TO COMPLETION.
12. ALL C.M.P. INSTALLATIONS AND CONNECTIONS SHALL BE MADE PER
MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED
ON THE PLANS.
13. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A
SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO
DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER.
14. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL
OF THE CITY'S INSPECTOR.
15. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE
WITH THE CITY STANDARD SPECIFICATIONS.
16. "AS—BUILT" PLANS SHALL BE PROVIDED TO THE ENGINEER OF RECORD,
BY THE CONTRACTOR.
THE ENGINEER OF RECORD SHALL PROVIDE "RECORD DRAWING" TO THE
CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEM.
0
CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
C
5
LL
FOR
TRACT NO. 15655-5 and 6
1 MX MAP ,
SCALE: 1 =400
CONSTRMTlON NOTES ELATE OF OUANT111ES
1�
CONSTRUCT
18" DIA.
REINFORCED CONCRETE
PIPE
2�
CONSTRUCT
24" DIA.
REINFORCED CONCRETE
PIPE
3�
CONSTRUCT
30" DIA.
REINFORCED CONCRETE
PIPE
10
CONSTRUCT
MANHOLE
PER APWA STD. PLAN
321-0
13 CONSTRUCT TIMBER BULKHEAD PER DETAIL HEREON
75 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=7'
76 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1, W=10'
22 REMOVE TIMBER BULKHEAD AND JOIN EXISTING RCP
NOTE CONSTRUCTION NOTES 4-9, 11,12, 17-21, NOT USED ON THESE PLANS.
233 L.F.
90 L.F.
372 L.F.
3 EA.
1 EA.
4 EA.
1 EA.
2 EA.
Filename: L:\DWG\10201\15655-5\SDRAINI.DWC
Date: January 17, 1997
3" MAX SIZE NATIVE
17. City of Fontana, utility notification list
SOIL, COMPACTED 959,E
6 "
6 "
e
c
City of Fontana
Pacific Bell Co.
"MIN.
10 MAX.
"MIN.
0 MAX.
�
Attn: Carlos Navarro
Attn: Virginia Becker
00000
8353 Sierra Avenue
3939 E. Coronado Street
—
—
—
'g
Fontana, CA. 92335
Anaheim, CA. 92807
N
(909) 350-6632
(714) 666-5467
�-
So. Calif. Gas Company
Underground Service Alert
6" MAX SIZE NATIVE
PROPOSED STORM
Attn: Dennis Freeman
(800) 422-4133
SOIL, COMPACTED 90%
DRAIN PIPE
Baseline
1981 W. Lugonia Avenue
1"
MAX. SIZE SELECTED
Redlands, CA. 92374
(909) 335-7547
Comcast ( Cable TV)
Attn: Jack Hayes
NATIVE BEDDING COMPACTED
Emergencies: (800) 427-2200
1205 Dupont Ave.
TO
90%
..
So. Calif. Edison Company
Ontario, CA. 91761"
(909) 390-4738
:�' •'`• •�=•s
"'
3 x 12 x(D+2t)
300 N. Pepper Avenue
•..;:• _�.. "=Z':i
:'y�H
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N
?
Rialto, CA. 92376
General Telephone Company
A
909 820-5598 — Underground
Attn: Steve Hock
o
909 875-5100 — Transmission
1400 E. Phillips Blvd.
•A'
+
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w
CL
o
o
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E
m
213 637-1233 — Pipelines
Ontario, CA. 91766
_..:,
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p
U
909 357-6223 — Distribution
(800) 422-4133
CUT 3"x12" FOR
$
800 422-4133
_
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TIGHT FIT (1 REQ'D)
Fontana Water Company
Foothill
Crawford Canyon Mutual Water Co.
Attn: Michael J. McGraw
PROPOSED RCP
Attn: Bill Vanderkieft, Jr.
8440 Nuevo Avenue
STORM DRAIN
�•
(619) 868-6040
Fontana CA. 92235
3"x12"x(D+2t)
(909) 822-2201
Fax: (909) 823-5046
TYPICAL BEDEM FOR RCP
UMBER BULJCHEAD DETAL WOMN MAP
19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN
STORM DRAiNNOT
TO SCALE SCALE: 1"= 1/2 mile
DEPTH SHALL BE EFFECTIVELY GUARDED
BY A SHORING SYSTEM, SLOPING OF THE
NOT TO SCALE
GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES LESS THAN FIVE (5) FEET IN
DEPTH SHALL ALSO BE GAURDED WHEN
EXAMINATION INDICATES HAZARDOUS GROUND
MOVEMENT MAY BE EXPECTED.
20. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR
TRENCH WORK AS DESCRIBED IN NOTE
19 ABOVE FROM CAL/OHSA.
Filename: L:\DWG\10201\15655-5\SDRAINI.DWC
Date: January 17, 1997