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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 CURES 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 B€ 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 P
LANS
FOR
TRACT NO. 15655-15, 16 and 17
INDEX MAP
SCALE: 1 =400
17. City of Fontana, utility notification list 3" MAX SIZE NATIVE
SOIL, COMPACTED 95%
City of Fontana Pacific Bell Co.
Attn: Carlos Navarro Attn: Virginia Becker 6" "MIN.
8353 Sierra Avenue 3939 E. Coronado Street 10 MAX.
Fontana, CA. 92335 Anaheim, CA. 92807 -- - - - -- --
(909) 350-6632 (714) 666-5467
N
r
So. Calif. Gas Company Underground Service Alert -- - --- --
Attn: Dennis Freeman (800) 422-4133 6" MAX SIZE NATIVE
1981 W. Lugonia Avenue SOIL, COMPACTED 909
Redlands, CA. 92374 Comcast ( Cable TV )
(909) 335-7547 Attn: Jack Hayes
Emergencies: (8)0) 427-2200 1205 Dupont Ave.
Ontario, CA. 91761
So. Calif. Edison Company (909) 390-4738 ..••. a ; .s .4.
300 N. Pepper Avenue
Rialto, CA. 92376 General Telephone Company .,;::++. :=.•i�
909 820-5598 — Underground Attn: Steve Hock _ • �':_; �,� s•':.
909 875-5100 — Transmission 1400 E. Phillips Blvd. �4 r • �: _:•
213 637-1233 — Pipelines Ontario, CA. 91766
909 357-6223 — Distribution (800) 422-413.3 '
800 422-4133
Fontana Water Company :`�:': •`::.;;�::y�•: ;`+'�.
Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw
Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue PROPOSED RCP
(619) 868-6040 Fontana CA. 92235 STORM DRAIN
(909) 822-2201
Fax: (909) 823-5046
6" MIN.
10" MAX.
1 " MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 90%
A
Z
04
NOT TO SCALE
ESTIMATE of OUANTMES
2Q--- CONSTRUCT 24" DIA. REINFORCED CONCRETE PIPE 96 L.F.
16 CONSTRUCT CATCH BASIN PER MODIFIED APAtA STD. PLAN 300-1, W=10' 1 EA.
SEE DETAIL ON SHEET 3.
22 REMOVE TIMBER BULKHEAD AND JOIN EXISTING RCP STORM DRAIN 1 EA.
NOM, CONSTRUCTION NOTES 1, 3-15, 18-21, NOT USED ON THESE PLANS.
VOWN WAP .-
SCALE. 1 "= 1/2 mile
Filename: L:\DWG\10201\15655-15\10201SDI.DWG
Date: November 14, 1997
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