HomeMy WebLinkAbout1819-1GENERAL 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, DATED 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS
DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS.
3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRAC-
TOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. CONTRACTOR SHALL
NOTIFY THE ENGINEER 48 -HOURS PRIOR TO THE ANTICIPATED START OF
OF CONSTRUCTION.
4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL *TELEPHONE OR POWER
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.,
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS; IT SHALL`BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
5. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
6. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
7. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
8. ALL MATERIALS AND METHODS TO BE SUBJECT 1'0 THE APPROVAL OF THE CITY
ENGINEER.
9. BACKFILL MATERIALS TO HAVE A.S.E. OF 30 (MIN.) AND MINIMUM
COMPACTION OF 90%.
10. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
t1. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
12. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING _t
WATERLINES.
13. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATEDLY.
14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE
PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE
STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE
CITY OF FONTANA.
15. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR.
PAVING NOTE
ACTUAL THICYNE$S OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND
RECOMMENDED BY THE SOILS ENGINEER R. VALUES, SAND EQUIVALENTS AND
STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF
FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM
UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OT THE SITE, THE
CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR
LEAVING IMPROVEMENTS.
PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL
OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH
GRADING
PRIVATE ENGINEER,!3.SNN(OTil.;IGEij'.TjO,--GONTRAG7,DOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD
OR NOT SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON-
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR .THE ENGINEER.
CAUTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
C/N
BENCH MARK FWE 1
USCGS STATION ' PACEL' 1963.90* -+ ELY. OF
RAILROAD TRACKS AND 281± SLY. OF CL BASELINE.
1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364
ELEVATION 1301.549
STREET IMPROVEMENT PLANS
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QUANTITIES:
DESCRIPTION:
UNIT QUANTITY
I CONSTRUCT A.C. OVER ''"' A ."B . PAV I'NG (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING'PURPOSES ONLY. ACTUAL PAVING _
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1,1 S.F. 49,91290
2CONSTRUCT_ 6" CURB & GUTTER PER CITY STD. 101. L.F. 2,675
-)NS-
3 (30NS'fR0OT 4"' THICK P.C.C. SIDEWALK PER CITY STD . 105A. 61 2 25
4' (30N§TRUf3T RESIDENTIAL DRIVEWAY PER CITY STD . 102 (W-16' MAX; X=3') .
EXACT LOCATION TO BE DETERMINED AT THE TIME OF CONSTRUCTION S.F. 743 5
CON,,' �- -)LP !, 51 ;) .
5 CONSTRUCT_ SIDEWALK DISCHARGE STRUCTURE PER CITY STANDARD 124,
MOD I F I ED � PEk"'THE § IDE?WALKI DRA I N't- TAIL ON SHEET NO. 2 (SIZE PER PLAN) . r= A. 1
6 INSTALL SINGLE 5800\H.P.S. STREET LIGHT. CA. 3
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UTILITY. NOT IF ICAT IONS
SEWER:
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE (714)350-7640
GAS:
SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
1532 VALLEY BLVD.
FONTANA. CALIFORNIA 92335
MR. LOU WESTFALL
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA► CALIFORNIA 92521
TELEPHONE (7143529-2889 OR (800)422-4133
POWER:
SOUTHERN -CALIFORNIA EDISON COMPANY
300 N. PEPPER STREET, P.O. BOX 788
RIALTO, CALIFORNIA 92376
MR. DAVE JONES
TELEPHONE:
PACIFIC TELEPHONE
9000 HELLMAN AVENUE
RANCHO CUCAMONGA, CALIFORNIA 91370
WATER: -
CUCAMONGA COUNTY.WATER'DISTRICT
9461 SAN BERNARDINO ROAD
CUCAMONGA, CALIFORNIA 91730
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Exp. 12.31.89 IND -EX M
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repared in the office of: CITY OF FONTANA ► CAL I FORN I A
Adams Streeter PUBLIC WORKS DEPARTMENT
CIVIL ENGINEERS INC. Drawn by: STREET IMPROVEMENT PLANS
Soole:
CVILBENGIN ERSe NC. Irvine. CA 9271orate 7141 kTORK NO SCALE
474-2330
Designed by: T I TLE SHEET Date:
MEL TRACT NO 13094
RANDAL L. STREETER R.C.E. # 25083 DATE Cheoked by: E=G Dwg. No.
MY REGISTRATION EXPIRES 12-31-89 JN. 88-fo4'� SES Approved; • �`�'� Gl�y "-
INTERIM CITY ENGINEER R.C.E. 25126. ��� r