HomeMy WebLinkAbout1828-1GENERAL 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 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. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE
LATERALS PER STANDARD 125-A.
f4. TE-RMINATE ALL 4" 1-100P LATERALS 3' INSIDE THE LOT LINE WITH A PLUS. 640tiLD A P(18 -IC UTILITIES
EASEMENT LIE CONTGUOUS TO THE STREET ?T -O -W THE LATERAL SHALL EXTENb ACROSS THE
EASEMENT ANb TERMINATE 3' IN51VE THE LOT AS MEASUREn rRom THE UTILITY EAGEMENT LINE.
15.. le+ISR Cot-rMACVD?, 5"A Lit- C1416VE L " X is IN "M E COT,15 A -r 'TRV LD CAM DN
0'F TtkE l�-t'l✓RA L.g .
16 • A L L STA -rt ON 1r -t6% R 5-F7EK 5 TD CEt4TSR Ll tAIc O1c SE'of ETA .
17 . THE c;,sw eK GbtAi-FA(,,-c9 `-,V+ALL V55 'F-OL,LY i��SPOriS I �L� t✓fl1? TN -E
LOGATl OrI ANi7 FR0rrG1-L0N 01�- ALL LX I hTI (`1Ca VI�LD> G-LRDt7t�►D
L)T _MOL , A ND �TKUf�TL?RI:S W 0ETt�I;R �,ttOvu t4 ON Tti,E P1.At�1S OK MOT
10. tAO I-1RA1h SAtAL1- 05 PL_AGEP tJRD5K DKI\I WAYS .
Iq . Wt46 4V' M e:MAL1_ 6456K qX ORLG11�tAL 111�vWVR ►t+nMCNr-tAER r "11450
A tIm A5 &U i yr i' 1KV-0RMATL D VI PRI09, To CITY Af.4,F-PrAt tGE
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) PPNv A5 A?";� DUtEl> 15Y TRS CITY at -460 t.EER.
BENCH MARK FWE I
F_RAILROAD
ID SCGS "� " STATION ' PACEL' 1963.90' ± ELY. OF
TRACKS A 28'± SLY. OF CL BASELINE.
MI. ELY. OF EAST AVENUE. SAME AS CITY B.M. +364
ELEVATION 1301.54'
SEWER PLANS
TRACT
FOR
NOS
1309Z - I al
I N THE
13093,
3093 - 2
CITY OF FONTANA
COUNTY OF SAN BERNARDINO
CONSTRUCTION NOTES
DESCRIPTIONS
1.
CONSTRUCT 8" DIA. EXTRA STRENGTH V.C.P. SEWER
547 L.�
2.
CONSTRUCT 4" DIA. EXTRA STRENGTH V.C.P. HOUSE LATERAL G. o.
PER CITY STD . 125AI /ts-
3.
CONSTRUCT 48" PRECAST CONC. MANHOLE PER CITY STD. 109 L 112.
O
CONSTRUCT SEWER TERMINAL CLEANOUT PER CITY STD. DETAIL 128.
5 .
REMOVE TEMP C.O. t Joie/ Ex. c5 'v cG j''
j5A•
i .
GO N'�TRVLT 7EMPpRA R`( GL�ArI DtjT.
S
JOIN 4' HOUSt LATePRAL TO EX IST1N6 b M V.C. r SEWER W 1TH SADDLE
CONNECTION PF=R CITY STANDAP-DS
I CA.
b7, To Co N 5rR 0 (�T t o N- OT-- T1r11_ \N A-rr=g 55W elK A rsp 10 EZ "rf7'RM DRF (tV
Ll N lam� ) Tt4(,oNTRALTOR 51-1A La- �X POSC- i'R E 1�c 15-rtr L6r WA-raR, 5EWF Iat
ptt_A-r>/Vq ST0RrA DRAIN LINrm-4 Ww5xza WlL_L pelu(t ANr.>
\jERt" -rN:v_1FR 5-:_-L. NJATtoN AND s-OLATtoPI . APPRDNI At_ e`( Tt-tjz G1T,4 OF
rrorL ANA 0-f-- A Co1-4rli�:G-rtoN Ta A (SIT,( RLI trY voEs r•lrrr
t MPt�Y APPROV A tr Or- T�� (.o RRIt;G'rtil Ems, 0r- TH 1= 6t -API 09
W&Rrl01-A A5 5ROW rA ON T5- PP_ArJS.
UTILITY 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 6226
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (7143884-9411 OR (800)422-4133
SO. CALIF. GAS COMPANY -TRANSMISSION DEPARTMENT
2191 BIRCH STREET
BREA, CALIFORNIA 92621
TELEPHONE C714) 529-2889 OR (800) 422-4133
SOUTHERN CALIFORNIA EDISON COMPANY
1351 E. FRANCIS AVENUE, P.O. BOX 513
ONTARIO, CALIFORNIA 92621
TELEPHONE (714)947 -2996 -UNDERGROUND POWER
C714) 875 -5100 -TRANSMISSION
C213)637 -11233 -PIPELINES, OR
(800)422-4133
GENERAL TELEPHONE COMPANY
245 N. MOUNTAIN VIEW AVENUE
POMONA, CALIFORNIA 91756
TELEPHONE (2133357-2257 OR C8003422-4133
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
825 EAST THIRD STREET
SAN BERNARDINO, CALIFORNIA 92408
TELEPHONE (714) 383-1665
PACIFIC TELEPHONE L TELEGRAPH COMPANY
3073 ADAMS STREET
RIVERSIDE. CALIFORNIA 92504
TELEPHONE (714)359-2585 OR (8003422-4133
11A1P6e4,:6VA10 SerV1 Cdr &E�et_ 1-600-4tt -.415_23
QUANT I T I ES
TR. No 5
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TYPICAL BEDDING FOR 8" VCP
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NOT TO SCALE
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SOUTHERN
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SCALE IN FEET
LEGEND
EXISTING
IMPROVED STREETS
PARK
LEGEND
TRACT BOUNDARY
'500 J!!5AGKrhnkM gYt)TLeM !'"d/S'
CON67T1 rUr/OA/ WA.Y
RECORD DRAWING,
Thp informaMn on this drawing is obtained from others and
must be verified in the field by anyo" onor to use or
s construction. HALL & FOREMAN. INC. is not resonnsible for
SeLLrCTEo AWIVE N
SOIL /"MAX. SIZE' fIrderground facility locations nr der. ict;nns. All above. ground
~' ra
COMPACrEC7 r0 9�0'/• — w cilities Can he. reForliw sea^ and verm?d by the Darties that
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NOT TO SCALE 4c Emp.12.31-89 * N «
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� PRAJECT
VICINITY MAP
NOT TO SCALE
INDEX MAP
NOT TO SCALE
N.T.&
'r _
,' NO . REVISION APPROVAL DATE APPROVAL
DATE Pre a r e d in the e f f i o e of: C I TY O FONTANA CAL FORK A
1,
,co,PvPtfM 7Z4s ;,e�, _ �da�s st�eete� PUBLIC WORKS DEPARTMENT
� ` = CIVIL ENGINEERS INC. Drawn b scale:
M
' a 16 Cerperate dark y !SEWER PLANS
Em �1 as L Irvine, CA 92714 C7 143 474-ao �TITLE SHEET
Designed by: Date:
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