HomeMy WebLinkAbout1798-1GENERAL 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. -
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 SHILL 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 A 4" HOUSE -LATERALS 3! INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES
EASEMENT LIE CONTIGUOUS TO THE STREET R -O -IN, THE LATERAL SHALL EXTEND ACROSG
THE EAGEMENT ANP TERMINATE 3' INGID5. THE LOT AS 1AFASUREP FROM THE UTILITY
EASEMENT LINE.
15. S y4l;>✓Z CDNTRAGTOR SViAU- G4IS'F_L- "x " 111 -T44FF_ AT -M L-0 CA,
0f= -17VAE SEWER L�\ RAt_.5.
16. AI -1.... STATIo N I N CG }ZEFERS To C>= NYER LA to E o� Ste! F�R .
17. iH'E-= SANER GDHTRAGTOR s4ALL DF= T=OLL( FOR -FHS:
LOCA -R arl AND •PRQf1=GT► oN Or- ALL- EXI5T1 N (x 0t-iDF-RGRnvrlt> VTC W7CIE,5
AND STRVGTUKI✓S WI4ETIAER ep440y4N QIP THEi ,E- PLANS DR MOT.
lid , NO LATERAL- `,?KAI-L f.�F_ FLA6&:'D ONDER 0R1VF=VNAYS .
19 . EN(aIIAEER 6"ALL lW 5LK OIYr OR(6;I 1 N AL 1 E7eWER PLANS
AND TRAN? FER I'A,� P O1 LT " I NrrOR/\AAT•L ON FR(oR TO C l TY ACLtE�P-rAN.CF,
"AS BUILT"
TO THE $EST OF OUR KNOWLEDGE AND PER
INFORMATION PROVIDED. TO US FROM PROJECT.
EONTRAOTORS THESE PLANS DEPICT THE "AS -
BUILT" CONDITIONS*
THESE PLANS REFLECT CHANGES TO THE $ES'P OF OUR KNOWLEDGE FROM
SO BELIEVED RELTABT,E THAT HAVE CONSTRUCTED THIS PROJECT,
OWNER, CONTRACTORS PROJECT MGRS, SOIL TESTING •LABS, WHICH HAVE
INFOF24E0 U5 OF,CHANGES. WE ARE NOT RESPONSIBLE FOR NON REPORTED
CHANGES.
'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, AND AS APPF\OvF_�- 6`{ Tt}E U"c`( EtVGiNEEK.
BENCH MARK FUE 1
USCGS "A" STATION 'PACEL' 1963.90'± ELY. OF
RAILROAD TRACKS AND 28'± SLY. OF CL BASELINE.
1.1 MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. #364
ELEVATION 1301.54'
SEWER PLANS
FOR
TRACT NOS
13089 & 13089-I
I N THE
CITY OF FONTANA
COUNTY OF SAN BERNARDINO
CONSTRUCTION NOTES
DESCRIPTION:
1. CONSTRUCT.8" DIA. EXTRA STRENGTH V.C.P. SEWER
2. CONSTRUCT 4" D?A. EXTRA STRENGTH V.C.P. HOUSE LATERAL WITH PLUG
TERMINATE 81INSIDE OF LOT LINE.
3 . CONSTRUCT 48" PRECAST CONC . MANHOLE PER CITY STD. 109 & 112 �•//4 -
® c,_nrcA _e,,;,c-, s E i5w rig t7�rml__ acv SNi,=_I
5. REMOVE PLUG & JOIN EXIST. 8" V.C.P. SEWER LINE.
rLUG 5NO oe 8"VG. P
PRIOR TO GoN�TR0&-Ct01-A 0� 7Ikf= WATER, SEWER ANDIOR STORiNN VR�1(N
LlNeS, -R-!I= GvN7rRAG-r0R S1kALL EXISTING -r VgA-rI5R,
ypW ER PSNH I OR ' -MOF-M D"t N LLRRr=RV-:7 CONN 6,Tl0N S W I L L
06WF, ANV yEIZtF�_ Tt-4C_-lF, AND LOGATlOr1. APPRovAL_ 1dY
7vt- Gtr( o� �r-oNTANA 0�-- A -r0 A Cxr-(
�AGtl,�t7�( DoE19 r10_r (MIFL4 A(2PRDvAL-. 0�7 - RF- C�RRC�TN�55 0� -1�1�
.1=L r_-gA-t t o rt A ND L Og L-o(,)ll(FI ON Aii S, Roti N ON -T 41= PMNs.
?/4217 A 0M luovjr-rilft Crit
F I1
QUANTITI
ES
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3089
10069-1
TOTAL.
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1"MAXIMUM SIZE
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8353 SIERRA AVENUE
Co"MIN•
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UTILITY NOTIFICATIONS
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SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
cp/(�/d�1C MO rO 9�0%
1"MAXIMUM SIZE
CITY OF FONTANA
SELECTED NAi/VE BEDDING .. +
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8353 SIERRA AVENUE
COMPfiC%ED %O 00%
SAN BERNARDINO, CALIFORNIA 92408
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FONTANA, CALIFORNIA 92335
'�• •�'':
TELEPHONE (714)383-1655
TELEPHONE (7141350-7610
S0. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES
570 4TH STREET, SAN BERNARDINO,
TYPICAL BEDDING FOR
8th VCP
CA�IFORNIA226 92408
3073 ADAMS STREET
TELEPHONE C714)884-9411 OR C8003422-4133
LESS THAN 10 "
DEEP
S0. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
NOT TO SCALE
2191 BIRCH STREET
BREA, CALIFORNIA 92521
TELEPHONE C714)529-2889 OR (800)422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
Co" mini
1351 E. FRANCIS AVENUE, P.O. BOX 513 10"44AX•
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
(714)875 -5100 -TRANSMISSION
C213)637 -1233 -PIPELINES, OR
(800) 422-4133 r
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE
POMONA CALIFORNIA 91766
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PIPE STORM DRAIN AND TDP of SAWTARY 'WWFiR
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Z. SANITAR,( 5IAALL SE DVGTILIr IRoN PIPE.
GLASS 5o (miN.)) EPDXY LINED IN GONFORMANGE
WITH ASTM A 74b AND P0Ly5MAYILENE
WRAPPED IN C.DNF0RMAN6 WITH AWWA cl o5.
3. EXTEND f3oTt4 1;NDS OF C RADLtE op,
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TELEPHONE (2133357-2257 OR (800)422-4133
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SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
cp/(�/d�1C MO rO 9�0%
825 EAST THIRD STREET
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SAN BERNARDINO, CALIFORNIA 92408
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TELEPHONE (714)383-1655
IT(DCK 66001NO
PACIFIC TELEPHONE & TELEGRAPH COMPANY
3073 ADAMS STREET
d'
RIVERSIDE, CALIFORNIA 92504
TELEPHONE C714335-9-2585 OR (800) 422-4133
TYPICAL
BEDDING FOR
8"VCP'IO'OR DEEPER
NOT TO SCALE
U1V0C- R'4e001VV
No. 25083
Esp. 12.31."
NO. REVISION APPROVAL DATE CITY APPROVAL
DATE
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INDEX MAP
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R ECOR D DRAIN I N.6
repared in the office of: C I TY OF FONTANA , CAL I FORN I A
Adams* Streeter PUBLIC WORKS DEPARTMENT
CIVIL ENGINEERS INC.
• Stree
AdaDrawn SEWER PLANS Soale:
Adams* ter 15 Corporate Pork 7_1:.
CIVIL E GI EERS NC. Irvine, CA 92714 (714) 474-2330 Designed by: TITLE SHEET Date:
Gt,�ti� o D2- 06--1989 i Y -M.NOS. 13089 8f 89-1
RAN9L L. STREETER R.C.E. # 25083 DATE Cheoked by: l Dw . No.
_ _ 9
MY REGISTRATION EXPIRES 12-31-89 F��jN $8-(� S ,s ApPo�'ed : _ �c.�►��, z-7-{_�._
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