HomeMy WebLinkAbout1813-1GENERAL 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. REFER TO DEFINITIONS
AND TERMS IN CITY STANDARD SPECIFICATIONS.
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.,
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.
T IALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
SEWER PLANS
FOR
TRACT NO'S. 13138 Ek 13138- I
CITY
COUNTY OF
I N THE
OF FONTANA
SAN BERNARDINO
8. ENGINEER• CONSTRUCT I ON NOTES
9. BACKFILL MATERIALS TO HAVE A.S.E. OF 30 CM I N . ) AND MINIMUM DESCRIPTION :
COMPACTION OF 90%.
10. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 1. CONSTRUCT 8" DIA. EXTRA STRENGTH V.C.P. SEWER
11. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE O CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. HOUSE LATERAL e. 0.
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED PER CITY STD. 125- �/Z�
IMMEDIATEDLY. 3. CONSTRUCT 48" PRECAST CONC. MANHOLE PER CITY STD. 109,1124114
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. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE
LATERALS PER STANDARD 125-A.
14. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE. THE LOT WITH'A PLU6. SHOULD A PUBLIC UTILITIES EASEMENT
LIE CONTI6000S TO THE STREET R -O -W, THE LATERAL SHALI. EXTEND ACROSS THE EASEMENT AN12 TERMINATE 3' INSIDE
THE I,OT AS MFASURED FROM THE UTILITY EASEMENT LINE,
15.. SEWER CUNTRAMR SHALL CHISEL "X" IN T14E CURB AT -TRE: LOCATION
OF= THE LATF_RA L.
1l?. ALL STATiON196-ZEFF-R5 TO CENTERLIRe Of, SEWC-R .
L?. -NF S�.vqER GOtA-rRAcTD9 SkJALL $E. P:00LY RESYpNst BLS Fob -cHFE WOATtoO
AND Ff Urr-_GT1Dt4 Or- ALL UNDF�CgRDUND k_rr _rrtES AND 6TRUC'TUR�:5
WRETH�3Z 5tWWW ON - RE,:6E PLAtA5 OR (RIOT.
log. NO LATERALS SLAAL_t_ t31= PLACED Ot-lDal< P�1Vt=`NAYS .
19• �_:r1G►N'E FZ 4AAL - GKECK OVT ORIGINAL 6fMF_LR AND
-rfWA,S=F� `SAS 80IL_T" PRt'0R To GtTY AG/_E>'TAN&fF_= OP THE
66WEF� SYSrtF_N\ .
PRIVATE ENGINER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD
OR NOT SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPON-
SIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOSLY AND NOT BE LIMITED TO
NORMAL WORKING HOURS, AND THAT THE CONTRACT SHALL DEFEND, INDEMNIFY
AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
CAUTION:
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE
PREPARER OF THESE PLANS, Arty A$ AV?K0VED Py T"EF C VY Et4&ONEER .
BENCH MARK FUE 1
USCGS -A- STATION ' PACEL' 1963.901+ ELY. OF
RAILROAD TRACKS AND 281± SLY. OF CL BASELINE.
1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364
ELEVATION 1301.54'
5. REMOVE PLUG & JOIN EXIST. 8" V.C.P. SEWER LINE.
O COA/57-. TE`Me G.D. PER C I TY STP. 128
PRIOR TO CONS -[RUCTION OF THE WATER t 45eWF_FZ AND/OR 4TORN\ DRAtt1
THC CONTRAI-TOR SHALL EYF05E -FHS E)(L`3TtN6 VelAT-EK i SEvIER
ANDIOF- �TOFzNN DRAIN LtNt=,�, �NtA�tZE C.ON(*-AE6,"rt0WI Lt_ 0C -CUR
t=ONTANA 0V A PRb?Oz-2lF-V TO A &l r� PA 6' LtT`�
A Q P R Oil A I., 0-F -R+F- GoRRL✓GTN, 0 'r -Tjtf�: !�� V PtTl cel
/� �� ( p IZ l -t7 l Ti ON C15 oval N 0 N -TIi t✓ P LAN S.
UTdLITY NOTIFICATIONS
CITY OF FONTANA
8353 SIERRA AVENUE
FONTANA, CALIFORNIA 92335
TELEPHONE C714)350-7610
SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
570 4TH STREET, P.O. BOX 5226
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714)884-9411 OR C800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE (714)529-2889 OR (800)422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92521
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(7143875 -5100 -TRANSMISSION
C213)537 -1233 -PIPELINES, OR
(8003422-4133
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE
POMONA, CALIFORNIA 91766
TELEPHONE (213)357-2257 OR C800)422-4133
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE C714)383-1555
PACIFIC TELEPHONE & TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE, CALIFORNIA 92504
TELEPHONE (7143359-2585 OR C800)422-4133
UND6RCG ROVIV22 Se,+SV'/C C- A L Ee T 1-60C> - 49-0-413-:5
l'"MAXIMLJ10 SIZE
SEL EcrEO AIA rl vE
c0114PACr5o ro
QUANTITIES
-rR Nos.
/3/36 /3/�8'/ TOTAL
478
7 EA
EA.
G"TWIN.
/O"MAX .
TYPICAL BEDDING FOR 8" VCP
LESS THAN IO"DEEP
NOT TO SCALE
(;"MIN.
l4"MAX.
WL. ECTeD AIA rlVE
SOIL /"MAX. SIZE
coMPAcrea ro 00%
%4" YO 314/1
9OC/ K 8E'001N(9
TYPICAL BEDDING FOR 8" VCP 10'OR DEEPER
NOT TO SCALE
NO. REVISIONAPPROVAL DATE APPROVAL I DATE,
LEGEND
TRACT BOUNDARY
rOR LOTS F'>�?ONTi�lC� EF CO3v57-17iJ7_1,Qt/
wAy, e; -Or,- srSr4-=M
Q�oFEss
o�
A
No. 25083
C. Exp. 12.31.89
�"�t C/VIL i\1)
Pre orad in the office of:
Adams Streeter
CIVIL ENGINEERS INC.
Adams Streeter 15 Corporate Park
CIVIL ENGINEEKS IC. Irvine, CA 92714 0714) 474-2330
ci�7�x ? .2/•
RANDAL L. STREETER R.C.E. # 25083 DATE
MY REGISTRATION EXPIRES 12-31-89
W
W
SOUTHERN
colAl 88- 630
VICINITY MAP
NOT TO SCALE
INDEX MAP
NOT TO SCALE
PROJ,90-rl
CITY OF FONTANA , CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by: SEWER PLANS soale:
Tr'l TITLE SHEET
Designed by: 6 Date:
_rr TRACT NOS. 13138 i 13138-1
Checked by: E= C Dwg. No.
Approved •
S• E. I NTERI M :CITY ENG I NEER R. C. E. -2 54-2 6 v
Ic