HomeMy WebLinkAbout4060-1GENERAL NOTES
lNNBS OINC A A NorEO. cE sPECFiuTRNsPANO sANDARDS SMALL BEWRHE 1A 1 EDInONN
SHALL AMPDEPUY REPORT SAID PARIBAS To THE CAAT EXPRESS IN R0��CH J0N R LNre
5 ALL MANCESS AND MELEACH ARE STREET TO CAT APATHEIL SE TRE CITY BARRELS
AA -ARE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN POO E ONE WEEK
-11 11 SHATMENTAN' FORTUAND
rRIITLIDN PERMITS SHALL BE OBTAINED FROM THE CITY OF XCHANA COMMUNIN DEVELOPMENT
SHALL TVM Nam, DEININEELLERAnTe ONST — PRIORToDATHEYS PRIOR To
THE START OF ANY WORKW PUBLIC
RIGHT-CF-WAY .— TIE CITY LIMITS G () AL-7610
HE CONTRACTOR SHE CONFORM TO ALL TRAFFIC CONTROL POEBER MITTEORE AXIS POSTPONES
DESCRIBED l THE INN ARNIA MANUAL OF CONTROLS LATEST NON -METRIC RATION
UNLESS OTHERWFE DIRECTED W' ME CITY NOTES ENGINEGP.
7. T SHALL BE THE RESPONSBILIIY GF THE CONTRACTOR TO MAINTAIN BARNANDEC DELNEATORS OR
CENTS ONFAC CRUISE DEVICES IT ALL SOLY
HE CONTRACTOR ANALL OBTAIN A ERNST TO PERFORM RKAVATON OR TRENCH YORE FOR SOLIDARITY
5 ELT OR BRFATER IN DEPTH FROM THE SOLITDRNA STATE 0IVSYON OF RRAVISTAL SAASTY
M.W.D. CONSTRUCTION NOTES:
1, HORN' MR JESSE FLANN JR OF MWD.'S WATER SYSTEM OPERAPONS DROOP,
TELEPHONE AFMJ92-71Ra, AT IrAST W (2) WORxING DAYS C ANDAY THROUGH
EXAM PRIOR To ANY .11 11 mE yr 1 OF Mw0's EArunES AND
ANANT-wA
2 LISTING PARENT l ADEAUATE FOR AASEN H-20 LOANNO.. WITH A MINIMUM aM FEET
OF COVER, ROSARY RIP"" 10ADD NO cRERAUrED Dr
ITI A MINIMUM 5 FEET OF COVER, TIE C
* A LIST AND ATRACEHANTS OF ALL N EOVIPMENr PROPOSED TO NE XOR
— TIE PIPELINE MUST BE SISI17ED FOR I ID � REVIEW AND APPROVAL AT
I ALL ARETIRE SHALL BE 1OLED A. 101ARE1 TO ART
TRICTION TWO FAI ' MUST BE MCCONED
0 ACCdw .71 AIR CONSTRUCTIO l THE FACILITY SHALL BE MODIFlED BY M. WD_
FORCES Q
5 HE WINLF LOADAN RESTRICTIONS APPLI rr
RA i
TIEATORY ROLLER AND COMPACTOR MUST NOT BE OPERAHEO IN VIBRATOR
'FEEYNNAE
HE CENTERLINE OF THE PIPELINE T S A
UM OF 4 FEET AND NO GREATER THAN IO FEET, ALL OF TLEEEONIMENT
EACERT
R THE WALS SAM FACES OF ALL HAN FIVE (51 FEET IN DEPTH FELL AT
FEGIIIREMEMS OF THE OIVSIONEOFAINOTHRIAL SAFETYTOF - STATEDOF NLIFILEAR REARLH£SELESS
WH LIFE
FIE (5) FEET SHALL ALSO BY GI/ARDET WHEN THE POTTLORL RISEN FOR GROUND MOV.nRNT.
TO TlFS MAr ITERATEEl SITE IC THE RAL10 PIPELINE. IPELWE LOADED CAT
11 EN C'THAN
To "
SEPARATE LEAST 01 LOURAPIT FOR "A' PURPOSE SHALL BE EARED IN THE PUBLIC RIGHT OF WAY WITHOUT COLMORRIC A
* EV
EE'
iocanEN AIRR EL-PONRE ANY ISTILHGeUKEEs AND To IRKSOME PRISON POPLAC ROV roEVER.
AVIND CARE OF THERETO THE CRALROCTIAT SHALL CONTRACT E
I-5OD-227-2500 mO ANARRAC pars BEFORE EXwuATom. NOTcre0UN0 srRwcE ALERT Al
PRIVA7E ENGINEER'S N077CE TO CONTRACTORS
THE EMSIELCE A LICAnON OF All UNAER��r,RO THE UTILL ES ALT smucrORES sHOw
ON THESE PUNS ARE ORTA"" BY A SEARL ARABLE RECORCS TO ME DEBT
OUR HNOWLEPE THERE ARE N0 CARTH, IIPDTIES EXCEPT THQSf SHOWN ON EHESEOF
12 ILL CONTRACTOR SHALL COORDINATE CONSTRUCTION— ALL UTILITY COMPANIES INCLUDING. BDI
RAN,
HOT 7 TO CAR, TELEPHONE, ELECTRIC, FABLE RESTABOR INDIVIDUAL LoARS"'AENS'N"A"'
DOMEAR �A THE RECLA ED VNCH SEVER, STOW TRAIN FEYOND CONERTAT ANN CALTR IT
HIES SHALL BE CNEN RYO WORKING NYE NOTEE PRIOR TO WORKAROUND THEIR
FAq!/PES.
/ TRACTOR SHALL NOT OPERATE ANY FARE HYDRANT 0R WATFF MAIN VALVES WI
3 APPROPRIATE AGENCY AURORIZAKLI CONTRACTOR SHALL CONRDIN4IE WITH M£ APPROPRIATE WATER
COMPANY FOR V 1 OPERATION AND WATES REOUIRFNFNTS.
H4_ SCATEARRAB REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE ORERWTSE NOTED.
FLANSCT "T" C"ILl I 'ESTE D ARE
PROT HE D IT LIN S=ROEN IA WNA THE CONTRA L'A' FA'T'E'
11 ISLTY IIPES COARRTS OR
STRUCTURES SHJWN OR NJT SHOWN ON LHESE DRAW I
THE CONRACTOR AGREES ]HAI HE S.ALL ASSUME SOLE ANp COMPLETE RESVONSIBI(/TY
FOR THE JOB SITE CONDITIONS DURUVG THE COURSE OF CONSTRUCT/ON OF i S PRC✓EC�'
IN r AND NO LIMLE I, NOR— WORIN�HILLES, AND T ANT
RL ADEVERTE CONSERUCTION CT CONTROLSTAKE SHALL BE SET R✓ THE ENGYNEER TO ENABLE THE
THE"ANFS, THE CO'PN'TOR SHALL BE
R£SPOSBLE FOR RE PRESERUA PAN OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURWG
CONEXACT IRON
1 TRACTOR SHALL NOT DISTURB EDISTO SURVEY MONUMENTS, MONUMENT RES OR BEJGiDISCREPANCIES
6 MARKS WITHOUT PRIOR .11FTCf PON IC THE 11 ENGINEER
/
LORD ""A"'AL THAT WILL 11 DRITRICED AS A INIUST 11 THIN
SHALL SE REP
CONSIRTA ONUSOETHAiT TIES To MONUE CIRPLACTORMENTS CAN RE FSTABLIIELOD FOR LATER RPEPUGEMENT OF ARU7IlJTY
BARVILE11 111. All AID ALL LllIl REAL OR ALLEIRI IN NNECRONNWTH THE
MNEK A, TER 1-1 EATIFECTION DF TN£ OWNER OR THE ENGINEER. FOR LABILITY ARSNG FROM THE
SqT NEG[I IF
O THE CORIENCLOENT OF ANY — lr l5
ToT`E ENNANEET RACTORPRIOR TTo DRACY THE EllIlEll OF ANY
DISINHERITS F�
—ENT,
CONTRACTOR SHALL COMPLY W/TH ALL N.P LIES REQUIREMENTS
CALLEDGRADE ALL MANHOLE RIMS, WA LET VALAT BORE$
BOXES ADDlJ0.S, ETC —
CONTRACTOR SHALL PRO✓IOE ALL THE NECESSARY PIPE FTRNGS TC COMPLETE ME WORK
MONUMENT
I A
MINIMUMFRATLANE I AT AM INFO AT ALL TIMES IN I, CONSTRUCTION AREA FOR
RECRENIS ANO EMERGENCY vEHILIEB.
11 TIE UFARPOSTER SHALL PROVIDE AND MAINTAIN AN EFFELTI✓E MEANS OF DUST CONTROL, RNCLUDWC
ADENATE ALEFOND, AT ALL TLAI
2 SHALL NOT CALGE LRINVPROPERTYATED MATERIAL, M
of o"IN,�
E PLANS $-HALL NOT LA HELD RESPONSIBLE OR LIABLE
FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PUNS ALL CHANGES TO ]H£SE
T BE REQUESTED IN W RFAX AND MUST BE APPROVEF Br THE EVANEER OF
RECORD
OIIINTIIIES SHOWN HEREON ARE PROVIDED FOR PERMT AND BONDING PURP)AES ONLY.
WN OUANPPES Pre
TH Ere ISRNRorrvaEsvcNRseLE FOR plscwEP Rn6�N
o "ALESE E,vc E
PRIVATEANY
LENTT me rrlGs/IrLrr
REDTRRTER
OsnEO N uTiv
LYISRUCPON WITHOUT PRIOR WRITTEN APPROVAL.
21. NO TRENCH LEANEST SHALL LATE PACE WPHDUT PLAN APPROVAL AT THE CITY SUPPERS
7 reEeERtEIiHaEresiTv srHa«REe�aE ac-wcauiNceucr Haar vOaPiou10liF rnEUworeKou eiUl rHE
NPfYT —71 F OBTAINED
TROT CAREACHURPR
N07E.'
FAIR PHASE
aF Eawccs LMcc we cnvs aco uac+cNrsL ANOc o lIT.s
APPROVAL O Y MPRJVEMENTS SHALL BE DOS Tr
E HE CS ENGINEER MAY SPEARLTHAR ORARYm
NON-ERODABHE SWALES ENTERING 0R LAWNG IMPRO✓EMENTS
Z E SURFACES SHALL CLARRARM IN DRADc COLOR AIDS FARRAL TO MATCH
MEET THE REOUIREOMA F AS NEEDEDSAR
2 OR CT
COMMENTS OF CJNSTRUL ON OF F STREET WTHN THEIR EASEMENT.
CITY OF FONTANA UTILITY NORFICARON LIST
EX.6TNG CONCRETE
25 NO MEN
E N REER� SHALL BE ALLOWED AT THE END OF THE DAY I ENAUT FACE IREVOIAL OF THE
FLYF
SEWER: CABLE:
35T SERA —1
RAD
26. PRIOR TO VATTPR CRON, THE CONTRACTOR SHALL EXPOSE EXISTNG FACILITIES. AND ✓ERIFY ELE✓ATICN
HMPLY CbRRECTNESS OF ELLVARDEM ONLOCATIONS SHOWN ON THE PUNS FAaLIriEs DOES NJr
ONTANA. 923?5E
- 009.J50.5552 AT1R PHONE- PHONE- 909 3
OAS; TELEPHONE:
FONTANA 'A AS.. FELE
PHONE DOB.42&84l l 9051 PHJNE. 714.556.1111
ELECTRIC'
WATER:
A ESON COMPAN WEST ALLEY WATER DISTRICT
ILL REDWOOD AVE RS5 w.
IARD FALSE AS
909.357.6221 A TER 9Q9.R75 361
"'IFARILIA IA
11
909392J"" EASE FO JR cCELL
33 AS-BULIT DRAWINGS SHALL E ISLAND
D BY THE CONTRACTOR TOIDSENGINEER OF II 11 � Inl �- '
34. "Rf CONCRETE COATINRECORD, VAN SHALL G RNEPAT INSIDE OF ALL MEINFORC RA CNCRETE PIPES MUST L�L�// ILIA I, i
RE INCREASED IO A M1, THESE FEACTOR SHALL0 SLIT PER LISTEPOCOXND ✓T c cVELOCITIESo L RA� TO RE CRY
DIAL
EXCEDDIND 20 FEEL PERBEFORE
c G 3D FEETPER SFO YOU DIG
35, MP0,VSV p LOAD FOR ALL RCP, Is TJRX wauc s[xNce ar L.Noeac�ouNDsia�ie[�A�i[xA T
CITY OF FONTANA
STORM DRAIN PLANS
TRACT 16876-1 & TRACT 16876
LEGEND
11 11 'ALT" CHARRESE PLC HEARTLAND VARIANT LACHILLETE
ALIF
IS FLOW LINE 590 B9 INNcgTES PRoao5E0 ELTAT'll
'RISCIINII
:.��`, ` ::
IF =EpXAR
Al
III PAS
IAE
O.0 IN u/RUE IT SOL
® r
OMAxWEL 11 EARECIIPT WELL
CI NL ENGINEER {
EQCURROMMOST IS 11 3O
(BAP)11 4a -
FONTANA
11 OPEN:
NT COMPANY
1158 N,MOUNTAIN AVEUUE D
PIONI (001) 98 -
7 FAX L9081 949 67A5
SOILS ...
o PNGINEERS
"A
—T ENICAiL CONS TINTS
1
RANCHO CUCAMONOA ST 91730
IINTAIT 11 LINE
UNCD
FJA�XN 9B1-IIB-01
OARED AUDUSE m.. 2Ws
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CONSTRUCT70N NOTES:
NOT TO SCALE
QTY & UNIT.,
7R. 16876 TR. 16876-1
(D CONSTRUCT 48" R.LP. STORM MAIN (R LOAD SHOWN ON PIA J. 0 LF 520 IF
O NAT USED
O CONSTRUCT 30 RCP_ STORM "A ,D CdAO SHOWN ON P J.
O4 CONSTRUCT 24 RCP. STORM DRA , OAD SHOWN ON PAN).
OS CONSTR(CT 1R A.C.P. STORM pRA ,0 CdAp SHIM ON P ,
OL CONSTRUCT M.H PER SPPWC STD. PAN Eo0 ( ONE 10)NI,
PLAN
OB COSF I M u PER SPPWC ITS PAN 322-2 (SEE SNIT. 1
O C -J HICE
O IT J).
CON9RUCT J_ S PER SPPWC ITS,PAN 333 OCHE£ SH
Of CONSTRUCT T S PER SPPWC HID. PLAN 342-2(SEE SHE 8),
O ECAFTEACT SITE CLOSIRE DATE N' HER SEVERAL SO LSEE
N M RE (SEE T 6)r C 0 STR(KT ODIFEO THE v" C P MItT SRHCN H
OONSTRUd Fat LIME SON H& R A0 BO . POP C FOR NS CR2 5LB, D& NOTE �
SHEET III
7 A5 R
PER 1ETAIL AN SHE
CONSTRUCT GB PER STOW STD. PAW 300-3 (SEE SET B)
CONSTRUCT TS PER SPPWC Srp_ PAN 3E0-2S EE SHT 13
CD UST P_CC COLLAR DEC I— FVDTAN 3B0-A (SEE SHEET J-
®c TRILL I PER SPPWC FILL PAN 323-2 (SEE SETT
RO9 R S11G PIPE LYI —
® IN NLOSPON WELIS SET s,I ,
IN ED c P HErENRON SIX
in NEVEL PSE SUE SHT 31
® RNSM coNTECH VORrSENERv FAS72 (OR APPFO vfD EQUAL -SHT 31
® INSTAL CMP ACCESS RISER
OS
ASS
IRE
® INSALL LL 12 P MPDRPRAINPIP
SHEET I DESCRIPTION
TJTY & UNIT' R OF I TITLE SHEET
TR. 16876 TO 16876- Z OF 11 STORM DRAIN LINE 'E' LATERAL "E- I" "E-2 &E-3"& PROFILES
Q SF 22r SF) 3 OF 11 WATER QDALTY STORM DRAIN LATERAL; LINE ''WIT AND BMP DETAILS
RAIN 4 OF II STORM DLINE 'E' & "F" LATERAL 'E-5" IF POOL
5 OF I STORM GRAIN LINE E, [ATERAL f-], E-$ & E-9 & PROFLESAT
Lim,'
6 OF 11 STORM DRAIN LINE 'C" LATERAL '9-1 ", 'E-4, & 'E-6" "E-10"
'E-i i "& PROFILES
7 OF I STORM DRAIN LINE "F` LATERAL F I F 2 AN F 3 F 4
& PROFILES 8.9, i0, i i STANDARD A. P_WA. DETAILS I RECORD DRAWING
1H mntlK1E xc4
�
sEv. Fx� !dS M�1rt5f� A—, u& A6/) tt� °.• o .+r c n , _
nrealea uxaa m,W swrM.l—Qr: CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLANS
sa `L= �NIADOLE xxxm..x,.�:,x.m ox..
�' xo.�eeaT =� o.Jjrs TITLE SHEET
ED
... ®«
O T, TRACT NO )16876 & 16876-1 2<
h1�fErlp xw.o
crejrs
z5
DUNE
' cnm<m er� onAxns na
1-:3- ; 7 4D60