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GENERAL -'NOTES:
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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.
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4.. ALL EXPOSED_`CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING -CURBS AND SIDEWALKS.
5. NO CONCRETE SHALL.BE PLACED UNTILL 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 PER AVAILABLE RECORDS. THE
CONTRACTOR,SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
IN THE FIELD. "
B. THE -WALLS AND FACES OF 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 CONTRACTORS) SHALL -ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NOTE 6 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 FOLOWING REMOVAL OF'•EXISTING PAVEMENT OR DIKE OR CURB
AND/OR GUTTER. -THE CONTRACTOR SHALE DILIGENTLY PURSUE THAT PORTION
OF THE WORK TO CQMPLETION.-
12. ALL C.M.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFAC-
TURER'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 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.
18. CITY OF FONTANA UTILITY NOTIFICATION LIST
CITY OF FONTANA PACIFIC BELL CO.
ATTN: CARLOS NAVARRO r ATTN: VIRGINIA BECKER
.8353 SIERRA AVENUE 3939 E.CORONADO STREET
FONTANA. CA 92335 _ ANAHEIM, CA 92807
(909) 350-6632- (714) 666-5467
SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV)
ATTN: DENNIS FREEMAN ATTN: JACK HAYES
1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE
REDLANDS. CA 92374 ONTARIO, CA 91761
(909) 335-7547 (909) 390-4738
EMERGENCIES:: (800)' 427-2200
GENERAL TELEPHONE COMPANY
SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK
300-N. PEPPER AVENUE 1400 E. PHILLIPS BLVD.
RIALTO, CA 92376 ONTARIO, CA 91766
(909) 820-5598 - UNDERGROUND (800) 422-4133
(909) 875-5100.- TRANSMISSIONS'
(213) 637-1233 -. PIPELINES FONTANA WATER COMPANY
(909) 357-6233 -.DISTRIBUTION ATTN: MICHAEL J. McGRAW
(800) 422-4133 '' 8440 NUEVO AVENUE
A FONTANA. CA 92335
CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201
ATTN: BILL VANDERKI�FT, JR. FAX: (909) 823-5046
(619) 868-6040 `
UNDERGROUND SERVICE ALERT
(800) 422-4133, r
Underground Service Alert
. -Call: TOLL FREE
(( 1-800
422-4133
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TWO WORKING DAYS BEFORE YOU DIG
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PRIVATE ENGINEER'S ' NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS:
TO THE BEST OF OUR KNOWLEDI;E, THERE ARE NO EXISTING UTILITIES EXCEPT
THOSE SHOWN ON THESE PLANS. THE 'CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE
DRAWINGS. THE CONTRACTOR�FURTHER"ASSUMES ALL LIABILITY AND RESPON-
SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
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THE CONTRACTOR AGREES•THAT`HE SHALL ASSUME -SOLE AND COMPLETE RESPONS-
IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;
,:AND THAT THE'CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER. ,
CONTRACTOR SHALL VERIFY AL(_ CONDITIONS AND DIMENSIONS AND SHALL REPORT
ALL DISCREPANCIES"TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
A
30 MAX MM NATIVE
SOIL, =PA= 95X
60 MIN. r MIN.
10 MAX. 10 MAX.
6' MAX SIZE NATIVE
SOIL. COMPACTID 90S
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1' MAX. SIZE SELECTED
NATIVE BEDDING COMPACTED
TO 907
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PROPOSED RCP
AVENUE
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STORM DRAIN
TYPICAL
BEDDING
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PROJECT
SITE ,
SAN GABRIEL MOUNTAINS
N.T.S.
INDEX MAP
CONSTRUCTION NOTES:
1O INSTALL 21" DIA. R.C.P., D—LOAD PER PLAN.
O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1.
W do V PER PLAN. SEE DETAIL ON SHT. NO. 4.
30 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. -
SEE DETAIL ON SHT. NO. 3.
4O REMOVE BRICK AND MORTAR PLUG. JOIN EXISTING PIPE.
RECORD DRAWINI
THESE RECORD DRAWINGS NIWE SEEN PREPARED. IN
PART, ON THE L4318 OF IWORMATION COMPILED AND
FURNISHED BY OTHERS, THE ENGWEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMNSSIONS WNICN
HAVE BEEN SICORPORATED INTO THE DOCUMENTS AS
A REW LT THEREOF
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QUANTITIES:
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*P*STORM DRAIN TITLE SHEET - 21I0,2551PF: 1050 876 02 -Dec -97 07:18 PM / 126-105C
_ - � DWF_. DATZ - /Q —3/-97
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VICINITY
MAP
N.T.S.
INDEX MAP
CONSTRUCTION NOTES:
1O INSTALL 21" DIA. R.C.P., D—LOAD PER PLAN.
O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-1.
W do V PER PLAN. SEE DETAIL ON SHT. NO. 4.
30 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-0. -
SEE DETAIL ON SHT. NO. 3.
4O REMOVE BRICK AND MORTAR PLUG. JOIN EXISTING PIPE.
RECORD DRAWINI
THESE RECORD DRAWINGS NIWE SEEN PREPARED. IN
PART, ON THE L4318 OF IWORMATION COMPILED AND
FURNISHED BY OTHERS, THE ENGWEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMNSSIONS WNICN
HAVE BEEN SICORPORATED INTO THE DOCUMENTS AS
A REW LT THEREOF
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QUANTITIES:
-- 7615 L - Ar
Eel
2 EA
I P -A
0
0
In
w
J
a
U
N
a
I
*P*STORM DRAIN TITLE SHEET - 21I0,2551PF: 1050 876 02 -Dec -97 07:18 PM / 126-105C
_ - � DWF_. DATZ - /Q —3/-97