HomeMy WebLinkAbout2459A-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.
S. 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.
CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
FOR
TRACT NO. 15655-1
N
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WDEX MAP ,
SCALE: 1 =400
17. City of Fontana, utility notification list
CONSTRUCT
3" MAX SIZE NATIVE
REINFORCED
CONCRETE
SOIL, COMPACTED 957
City of Fontana
Pacific Bell Co.
6" MIN.
Attn: Carlos Navarro
Attn: Virginia Becker
10" MAX.
8353 Sierra Avenue
3939 E. Coronado Street
36" DIA.
Fontana, CA. 92335
Anaheim, CA. 92807
PIPE
(909) 350-6632
(714) 666-5467
N
So. Calif. Gas Company
Underground Service Alert
— — —
Attn: Dennis Freeman
(800) 422-4133
6" MAX SIZE NATIVE
1981 W. Lugonia Avenue
SOIL, COMPACTED 90%
Redlands, CA. 92374
Comcast ( Cable TV )
(909) 335-7547
Attn: Jack Hayes
Emergencies: (800) 427-2200
1205 Dupont Ave.
Ontario, CA. 91761
So. Calif. Edison Company
(909) 390-4738
,� {•
300 N. Pepper Avenue
.A,,, .s :: ;
' °' � 1
Rialto, CA. 92376
General Tele_
hone
PCompany
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'
909 820-5598 - Underground
Attn: Steve Hock
*�
909 875-5100 - Transmission
1400 E. Phillips Blvd.
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213 637-1233 - Pipelines
Ontario, CA. 91766"°'
909 357-6223 - Distribution
(800) 422-4133
800 422-4133
Fontana Water Company
•.
Crawford Canyon Mutual Water Co.
Attn: Michael J. McGraw
Attn: Bill Vanderkieft, Jr.
8440 Nuevo Avenue
PROPOSED
(619) 868-6040
Fontana CA. 92235
(909) 822-2201
DRAINRCP
Fax: (909) 823-5046
-
NOT TO SCALE
6" MIN.
10" MAX.
11' MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
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CONSTRUCTION NOTES ESTIMATE OF OUANTIITE
10--
CONSTRUCT
18" DIA.
REINFORCED
CONCRETE
PIPE
3o--
CONSTRUCT
30" DIA.
REINFORCED
CONCRETE
PIPE
4�—
CONSTRUCT
36" DIA.
REINFORCED
CONCRETE
PIPE
sa—
CONSTRUCT
MANHOLE
PER APWA
STD. PLAN
320-0
15
CONSTRUCT CATCH BASIN PER APWA
STD. PLAN
300-1, W=7'
16
CONSTRUCT CATCH BASIN PER APWA
STD. PLAN
300-1, W=10'
17
CONSTRUCT CATCH BASIN PER APWA
STD. PLAN
300-1, W=14'
22
REMOVE TIMBER BULKHEAD AND JOIN
EXISTING
RCP STORM DRAIN
NOTE: CONSTRUCTION NOTES 2, 5-8, 10-14, 18-21, NOT USED ON THESE PLANS.
48.00 L.F.
264.00 L.F.
212.00 L.F.
2 EA.
1 EA.
2 EA.
1 EA.
1 EA.
_ VICAVf rtY MAP
SCALE: 1 "= 1/2 mile
Filename: L:\DWG\10201\15655-1\SDRAIN1.DWG
Date: January 14, 1997