HomeMy WebLinkAbout1826-1GENERAL 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 TO THE APPROVAL OF THE CITY
ENGINEER.
9. BACKFILL MATERIALS TO HAVE A.S.E. OF 30 (MIN.) AND MINIMUM
COMPACTION OF 90%.
10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
11. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATEDLY.
12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE
CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR
AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER
COMPLETION OF PAVING.
13. ALL 4" HOUSE SEWER LATERALS SHALL BE.INSTALLED ON A 2%
MINIMUM GRADE UNLESS OTHERWISE APPROVED -BY THE CITY
ENGINEER: -
14. TERMINATE ALL 4' HOUSE 'SEWER LATERALS 9' INSIDE THE LOT WITH A PLUG. SHOULD
A PUBLIC"UTILITIES' EASWENT' LIE CONTIGUOUS TO THE STREET R -O -W, THE LATERAL SHALL
EXTEND ACROSS THE EASEMENT ANP TERMINATE 31 INSIDE THE LOT AS MEASURED FROM THE
UTILITY EASEMENT.
15.,E ><7 SHALL BE CHISELED IN THE CURB OVER., L00ATIONS '
OF SEWER LATERALS BY THE SEWER CONTRACTOR
16. ND LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
17. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OFALL EXISTING UNOERGROU'NO UTILITIES
AND STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.
i8. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT
GLANS AND TRANSFER"BUILT INFORMATION PRIOR TO CITY
ACCEPTANCE OF THE SEWER SYSTEM.
19. PRIOR TO CONSTRUCTION OFTRE WATER., SEWER AND/OR STORM DRAIN
LINES THE CONTRALTI O R SHALL EXPOSE THE EXISTING WATER.,
SEWER AND/OR STORM DRAIN LINES WHERE CONNEGTIONS WILL
OCCUR AND VERIFY THIER ELEVATION AND LOCATION. APPROVAL BY
THE CITY OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACIL1 Y
DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION
AND/OR LOCATION AS SHOWN ON THE, PLANS.
20. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
SEWER PLANS
FOR
TRACT N0. 13094 - I &
I N THE
CITY OF
3094-2
FONTANA
NINE
COUNTY,
OF SAN
BERNARD
INO
SOIL /"•MAX. S/ZS
CONTROL DISTRICT
CONSTRUCTION NOTES
QUANTITIES
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TOTAL
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DESCRIPTION:
F1
UNIT
o uANrmr 13094-1
.13094-2
CONSTRUCT 899 8" DIA . EXTRA STRENGTH V.C.P.
SEWER
L. F.
1260 770
490
@---CONSTRUCT 4" DSA. EXTRA STRENGTH V.C.P.
PLUG-TERMITJATE-W.INSIDE OF LOT.
HOUSE LATERAL WI'T'H
L. F.
2000 IZ°SO
77.0
3�-CONSTRUCT 48" PRECAST CONC. MANHOLE PER
CITY STD. 109 � 112 & 114.'
EA.
4 2
2 _
@-REMOVE PLUG b JOIN EXIST. B" V.C.P. SEWER LINE.
EA.
3 2
1
PRIVATE ENGINEER*S- NOTICE TO .CONTRACTOR �.
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 NEC,SSARY 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
PftEPARER OF THESE PLANS.
IMPORTANT NOTICE
Section 4216/4217 of the GoVernMent Code
requires a DIG ALERT IDENTIFICATION NUMBER be
issued before a 'Permit to Excavate' will be valid.
For your DIG ALERT I.D. NUMBER
call Underground Service Alert
TOLL FREE
1-800-422-4133
Tm working days before you dig
S - �
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UTILITY NOTIFICATIONS
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TELEPHONE (7143383-1665 /TOCK 500/)VG
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CITY OF FONTANA
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8353 SIERRA AVENUE
COA4PIlCr5o r0 00 /0
CIVIL N ERS Nc . Irvine. CA 92714 (7141 474-2330
FONTANA, CALIFORNIA 92335
TELEPHONE (714) 350-7640
d-
GAS
RANDAL L. STREETER R.C.E. 0 25083 DATE
SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
MY REGISTRATION EXPIRES 12-31-89
16231 VALLEYBLVD.
TYPICAL BEDDING
FOR 8" VCP
FONTANA , CALIFORNIA 92335
MR. LOt) WESTFALL
LESS
THAN
10 DEEP
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SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
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2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (714)1529-2889 OR (800) 422-4133
POWER :I
SOUTHERN CALIFORNIA EDISON COMPANY�
44A•
!O"MAX .
300 N. PEPPER STREET, P.O.BOX- 788
RIALTO; CALIFORNIA 92376
MR. DAVE JONES.
TELEPHONE=
PACIFIC TELEPHONE
9000 HELLNN�EN
,
RANCHO CUCAMONGA,CALIFORNIA 91370
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SAN BERNARDINO COUNTY FLOOD COMPmCrEC7 rO 90%*
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825 EAST THIRD STREET �
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SAN BERNARDINO, CALIFORNIA 92408 /4 r0 31w,
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CITY OF FONTANA CALIFORNIA
PUBLIC. WORKS DEPARTMENT
Drawn roRK SEWER PLANS S NO:SCALE
Designed by: TITLE SHEET Date:
MEL TRACT N0. 130941,1309+2
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USCGS STATION ' PACEL' 1963.90'± ELY OF
RAILROAD TRACKS AND 28' ± SLY. OF CL BASELINE.
- NO. REVISION
ENWO s DATE CITY DATE
APPROVAL APPROVAL
P r e o r e d In the office o f :
1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364
Adams Streeter
4yd1wCv _J>rA7L/5 *C.
ELEVATION 1301.54
CIVIL ENGINEERS INC.
•re 15 Corporate Park
CIVIL N ERS Nc . Irvine. CA 92714 (7141 474-2330
RANDAL L. STREETER R.C.E. 0 25083 DATE
MEN �001
MY REGISTRATION EXPIRES 12-31-89
INDEX MAP `
NOT TO SCALE I'
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CITY OF FONTANA CALIFORNIA
PUBLIC. WORKS DEPARTMENT
Drawn roRK SEWER PLANS S NO:SCALE
Designed by: TITLE SHEET Date:
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