HomeMy WebLinkAbout2544-14
GENERAL DOTES
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.
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CITY OF FONTANA
STORM DRAIN IMPROVEMENT PLANS
FOR
TRACT NO. 15655-13
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5.
NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
STEEL HAS BEEN PLACED, INSPECTED AND APPROVED.
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CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE
CONSTRUCT 36" DIA. REINFORCED CONCRETE PIPE
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6.
ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
COMMERCIAL
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CONSTRUCT 42" DIA. REINFORCED CONCRETE PIPE
262
L.F.
SITE
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9
CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0
2
EA.
7.
EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE
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13
CONSTRUCT TIMBER BULKHEAD PER DETAIL 1
1
EA.
RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
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THE ACTUAL LOCATION AND ELEVATION IN THE FIELD.
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CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1,
W=4
1
EA.—
8.
THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
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15
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1,
W=7'
1
EA.
Y
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING a '
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SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. � � �
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16
CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1,
W=10'
1
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TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED r,.
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WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE N.A.P.
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REMOVE TIMBER BULKHEAD & JOIN EXISTING RCP
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EXPECTED.
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NOTE.
CONSTRUCTION NOTES 1 3 6-8 10-12 16-21 NOT
USED ON THESE PLANS.
9. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM
EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 8 ABOVE
FROM CAS./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 DRAINING" TO THE
CITY PRIOR TO CITY ACCEPTANCE OF THE STORM DRAIN SYSTEM.
17. City of Fontana, utility notification list
City of Fontana
Attn: Carlos Navarro
8353 Sierra Avenue
Fontana, CA. 92335
(909) 350-6632
So. Calif. Gas Company
Attn: Dennis Freeman
1981 W. Lugonia Avenue
Redlands, CA. 92374
(909) 335-7547
Emergencies: (800) 427-2200
So. Calif. Edison Company
300 N. Pepper Avenue
Rialto, CA. 92376
909 820-5598 - Underground
909 875-5100 - Transmission
213 637-1233 - Pipelines
909 357-6223 - Distribution
800 422-4133
Crawford Canyon Mutual Water Co.
Attn: Bill Vanderkieft, Jr.
(619) 868-6040
IN
Pacific Sett Co.
Attn: Virginia Becker
3939 E. Coronado Street
Anaheim, CA. 92807
(714) 666-5467
Underground Service Alert
(800) 422-4133
Comcast ( Cable Tit )
Attn: Jack Hayes
1205 Dupont Ave.
Ontario, CA. 91761
(909) 390-4738
General Telephone Company
Attn: Steve Hock
1400 E. Phillips Blvd.
Ontario, CA. 91766
(800) 422-4133
Fontana Water Company
Attn: Michael J. McGraw
8440 Nuevo Avenue
Fontana CA. 92235
(909) 822-2201
Fax: (909) 823-5046
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INDEX MAP
SCALE: 1 =400
3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
6" MIN.
10" MAX.
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6" MAX SIZE NATIVE
SOIL, COMPACTED 90%
i10
PROPOSED RCP
STORM DRAIN
6" MIN.
10" MAX.
I" MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
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TYPICAL BEDDING FOR RCP
STORM DRAIN
NOT TO SCALE
SCALE: 1"= 1/2 mile
RECORD DRAWINGS A. -
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