HomeMy WebLinkAbout6330-1GENERAL NOTES
1. AL NON MALL BE N ACWRDNICE NTH THESE PUNS THE CITY DF FONTAIN MANDMD PLANS WE CWTMCi PRpAPWS AND TIE
BE THE ED FROADE UNE55 ODIERVH NORD.STRUCnDX (*GREEN BDWJ. ALL REFDENCE WDEPCATONS AND STANDARDS SHALL
E BE RiECEOENCE Ri0YWW5 IN DIES'WEND EN BOW'FOR RESEAUTOND, THE1 1 NWNIRACIOR TH SHALL IYNEDMIfLY REPORT SAID E.— RE THE qtt fNPNffR
BE A, BEAST
1MOAMLRNN6 MI5 FRIPi TIMSON O THE
MART OF ANY WORK IN WBUC ANY FIGHT —WAY BRAWN THE CITY UMITS CALL (BOB) >ED-TNp
ES 1ElHCW AIN PRCCEpIR6 CESCRIRED IN NE
CNIFWNA NNAJA OF IRMTC CWIROLR, M1EM NW -METRIC EDITIM UIIES DTHERNSE gIECTED BY THE qtt TRAFFIC ".NEE
6. IT MAL BE
IL DMRS E RESPWSBUTY OFTHE DENTRNOTER TO MAINTAIN BANiICACFS, DEINW EAMPS CH OTTER TRAFFIC DNTRDEMCFS AT
m0N TIE MLFMNRA MALE DMSW ai INWSNIA MFETY. (s) RET aaxq sEDRxc OF THE e GNI CRAN1HEft AFFROVID 1 ADD EXMSATWS P2LA10 TER TIANRE ) FEET SHALL ALSO SEI WARDED MIEN THE POTBI� wW51NDAL SVFIY C£ THE MALE 6
A NO MATENA W EQUIPMENT WAIL BE (STORED IN THEEWRIC NWT OF YAY NTHOUT OBTAINING A SEPARATE PERMIT FOR THAT
BE N BEEN DETERMINED FROM AlAILABLE INFORNI
IT IN- BE THE
16 NSPWPBMtt5OF 1K CWIR. TO OEIERNIMNMGL N THAE RMEEL TED THE RNMCONE BEA ORT 91Aµ110 CWTAACiWOF N µ DO gNCWU� IESAUDIT.WO
TO POSE P:G� PRECAUTON AT
It TIE CONTRN:TOR MALL. OOMENAIEYEWSTRUCTON WIN ALL UIIUIY COMPANIES INGLONG BUT NOT TAMED TO GAS 1E11PHWL
F I'L lLANIScALTRANs ALL UTu E MPaNES SHALL BE GIVEN TWO WESDII EAKINNG —MIDAYS n¢—PR'IORSEWER. W aE�Mn R
t CWTRACTW WAIL WOPoYNATE NN TIE MPROPRIATE WATER DWPANY FOR VON l- MIN ALVE M All1RDN AND WATEIT AlPR'R REWNFNENIS ARENEY tlV1TATOX.
11 CURVE DATA REFERS M THE FACE OF EURB.
15. AEWATEM�NG WRING CWRBOL. ULTSTAKEI a TDA SHAALLL WE RESPONSET BY SIBLE
FOR THE
E EII SEERRVATON OFBECIIMYAroPo(� D�WNSIRFUCWTW
1L RIETHE OMTRY EXtlXFFA—. NOT DISII B EKGTNG SUM EY NOIMNENIS MWUMENT TIES ORBENW MARKS MIHdTT PRIdt NEIREATW
MIN
IT. mSDIT THATOF T TOR ONSIR tlSON SH UL B ENGWOAR WE ESTA SHEDNEEW WTH LANA TER REPLAD CMAL ER,NE BE RI M E U gTREDEN E WEE ALL
PR
R roE CONSIB •1S A
A ME CWIRACTW WALL MAINTAIN ACEERS FOR IDEAL RESIDENTS AND BUSNSSES AT ALL TIMES A MNIMJM 12 FOOT LANE WALL BE
TEiuxm ADS CY
AEFOR SHHAUL PWwDE xBMAINTAIN IN EREC YEAROF �
T WaAAT NTROL, 1NuDING ADEgE WATERING AT ALL
W H TMES A
26 AL GRADMC OPERATIONS MALL BE INSONTINIED WHEN SIAINXED WIND NTLOOTFS EKDO D 7 MILES PER HEAR
ZI. PROPERTY mJAGENTT OR TOO RIEO NOT
OF WTEWwNO WNSEMBE NDIN MUTDHOUT PRIOR WRYTENDERRIS roAPPRRON OSTD ONro WBLIC ON PNYAIE
20. I
CORETEIENMIfN�AIW6, OAY FROM UNDERMINING
MEET IV�NPRXPW IXSPECTW OF
RIE SITE, RBE
GWEER MAY ETOWTARW SWNIEGEMG OR UEAIG DMNE
25 CWFWM TO DIE CITAND Y ND FWNRI O STANDNA DETAILS. W APRONS MADE BE APPRONM AT THE TIME OFCONSTWDTW AND SHALL
26 AL CROSDT WNpETE WIEACR SNAIL CONFIRM IN BRIDE, SAM AND FINISH M MATCH EARROK OW WETS
n. THE SEWER CONTRACTOR SHALL STAMP AN'If IN THE FACE OF THE CURB AT THE LDDATION O THE SEWER LATERAL
R, NO DONORETE MAL. BE PUKED UNTIL THE FORMS AND FORANDISSING 5— HAVE BEEN PIBAEEES NSRD AND APRNDD
ALL UNDERGROUND UD� NE0= IXETVCOE 3O AWRO EDSOL�SADEN ALL NEWASPHAUAVEMENTT PRFR IT PUCENENT
AS _ TAKEN COMP G WEND MAERAA
ALL BE RErMENDED
BY A
ME
OF
ML ALL UPON
muplt�-I IEGFM FI UIR CO /MD vALrE DO¢SWPInu BE RAISED ro FP PI duDE OF SRN MAD. CONTRACTOR
OF PANING.
SA UPGPDXNWNroNJERRWA?F��U� TM CONTRAE GlY ' CTERC ALONGINFERMI E AIL SGNNG BINPNG BARRICADES, AND OTTER TRAFFIC WN1WL
ENO
ss CONTIR R OF
HAL onADSEgT=/M RENACE LMDSOMPIK SPNNMFRS AND PDENALKS AFFECTED BY THE DONSIRUCna M THE
AL TIWIEILT DRaDY EXpWEER AL BE PRONGED BY THE CWIRACIW M THE EMSMIR OF RECORD, WHO WAIL PRO DE RSWD DRANNGS
TO BANANA
AVENUE
CL
r"Tf
S 1 CAPPING AT
(AIN.) (MIN.) ENSTNC PNi OF PIPE
OW%AY R2' NINNLN
VAR.7 wxDE APPucANE
JOINING EXIST. PAVEMENT DETAIL
II"To 01TOo TRaff
QUANTITIEAGE
S
IF
CUWAUL RS
DLiimIIAT ®lwIIilulm AiD MARTA7A
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ABBREVIATIONS
1P ....... IOPTO PAVF]AENi
CONSTRUCTION NOTES AND QUANTITIES
EL ........ P.ER OFRR
R ........ FlAMIHE
THE QUANTITIES SHONN HEREON ARE ESTNAlES ONLY. THE CONTRACTORS SHALL PREPARE
THEIR M WANTTES AND BID A CWPLEIE JOB.
SHEET INDEX
BEET NO. DESCRIPTION
1 TITLE SHEET, TYPICAL SECTIONS AND DETAILS
2-3 MEET IMPROVEMENT PLAINS
4-5 MEET CROSS SECTIONS
8 PUBLIC STORM DRAIN IMPROVEMENT PUN
SLO UER AUENUE
ROSE
AVEwDE
r
SITE
m
OWNER/DEVELOPER
ENGINEER VICINITY MAC
DURIAN FONTANA, LLC
HUITT-ZOLLARS, INC. rror TO scats
4 PARK PMZA, SLIDE 1700
IRNNE, CA 92614
3990 CONCWRS, BUTTE 330
ONTMIO, CAIFORNIA 91T84
CONTACT: MR. NJAV PANDURANGAOU
PHONE: 949-7891
PHONE: (91N) 941-J199, x11A60
CpiiACT NANNY GpNZP1E5, BE
UTILITY PROVIDERS
ELECTRICITY
TELEPHONE
LEGEND O^ COMMUNICATION VMILT - ADJUST M GRADE.............................................................................. 2 EA DAM, COZY-uOI w„a v„-oo><
CENTERLINE \IS EXISTING OVENHEAD PO— LINES TO BE UNDERGRWNDED AND POLES REMDVED BY OTHERS .............................RIG- - GAS CABLE
_ LINE O wnr OL REMOVE EXISTING CATCH BASIN @ LATERAL AND INSTAL BRIO( @ MORTAR PLUG AT MAIN.
---5 - LOT LANE L:J ............................. 1 EA GAS CAFawM GAS C0. CABLE
t9Bt W. WGa1A AVENUE t50D AUTO ODYMP BAR.
UM
STORM DRAIN CONSTRUCTION NOTES QUANTITIES ED Ds. CA A WTARIO. CA BIRI
w EMSTNG BUECT R
E ..NO
EIECTRI cAL 0 INSTALL la' RCP (D-EGAD PER PRmLEL................................................................................ sD LF (Woo) AZT-zzm (eW) Bez-zz53
C fMSTNG GAR 10 COC OPENING CATCH BASIN PER CITY OF FONTANA
S. 30D4 WITH
BIOCLEAN CLEAN CPSS UNIT (MOTH @ V-DEPTH PER PLAIN),____ ......................................................... 2 EA
m CONSTRUCT LNINCTON STRUCTURE PER OTY OF FONTANA SM. PLAN 3009, CASE 1, A=W............................ 1 EA
' THE PAVEMENT SECTINS AND use CGNMNU CONCRETE COLLAR FOR RCP PER FONTANA SM. PLAN WZZ............................................... 1 EA
LWPALTION REQUIREMENTS ME UNAUTHORIZED CHANGES AND USES
PRELIMINARY FINAL SECTIONS AND osi ADJUST MANHOLE RIM TO GRADE AFTER RNA CONSTRUCTION/ PAVING IS COMPLETE .................................. 1 EA cnuTiOry THE srvcINEER PREPARING THESE PLANS wlu NOT as RESPOxsIGLE FOR,
COMPACTION REDUIREMENTS MLL REMOVE EXISTING 18' RCP (UNITS OF REMOVAL AS INO M ON PLAN) B LF oR uAeLE FOR, uNAUTHORIzsD cHANOEs To OR F'lL OF THESE PLANS
BE AS DIRECTED BY THE SOILS .............................................
ENGINEER AT THE LOAPLETION OF REMOVE EXISTING CATCH BASIN AND APPURTENANCES.................................................................. 2 EA NOTES.
THE ROUGH GRADING OPERATION Iw CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER OTY OF FONTANA
AND UPON CWPLETON BE Aff£PTANC[ OF PvwS DOES NOT RELIEVE THE DEVELOPER FROM RESPONOIBWtt FOR THE
R-VAWE TESTS. SM, PLAN 3003 (MODIFIED CASE A), K=S. H=2-. SEE DETAIL ON SHEET B............................................ 2 EA cARRECLiory Dr ERxores iD, OR"OR,
DamvEREA Duwrvc _'TwcnNI "IN""
IN REGUFs' of
PRONDE MONOUTC PIPE CONNECTION TO CATCH BASIN PER CITY STD. 3006........................................... 2 EA
F r Iry n uI LAN vI
N CITv ErvGIrvEER TOR REVIEW.
D OPENING MTH ENTRANCE PROJECTION (ONLY) PER WPM SM, 314-3, Y-2', BAGS 1. 1 EA EAST FAST mrvsireucTlDry mrvTRAciDR AGREES TnnT lry AcmROAUDI vnTH cENERATEv AccEPTED
REST BANANA P .ES corvsTreucT Dry PRncT css corvsTreucT ory corvTreACTDR mLL es Rsou RSU To AssuME sots ANo
r- ---� "I'LLTE RLSPONV6LTr FOR OIL SITE CDrvDTOrvV DUN rvc THE l.UlEl DF I.HILIUCTDN DF
W/W AWNUE R THE PreozscT rvcwD rvG 1111LY DF a PERsorvs AND PROPSRLY, THAT TH s REou REMEHT
I4 4' 4 yT W1 PIN SHALL BET TIC <aPLY'AN,rvuousr AND rvDT RE B F B TD rvDRuu wpRUNG HDuxs ANo
d M' PROP. ROW
f _ r T T 44 EX NO FFT FlNA FM CONSTRUCT ON CUNTRACTOR FURTHER AGREES TO
I 23'2 26' 12' I PreoFsssoDIL IAI.Lsss 11. ANY AND ILL LAD LTYDEFEND NDENN FY AND HOLD DES GN
�, PANES z NEc II LI.ANll .1 1 AN AN 1p F� 11111F�c LIFL'iLI 111SHGiRA. THE seLL
IX PA EIIFM 12 6.5' 5' 5'
I v?x u- PROP. SW
PRIVATE ENGINEER'SPNOTICE TO CONTRACTORS.
PM 20585 I. { IX FGJ ..�"iNM. CWC
1.ND AND ONERIAY 4 ON. WIAz' S.xaT "= ANo ANY OTHER LHEs GR FFALL REs NDT SHowN DN THESE PLAII "1
_ TYPICAL STREET SECTION EN PLAIT
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BRICK
N.T.S ALL COLD 40FOLS AND APORNTRacToxs PERFORM NO *OLD LYO IN
DR RELATED TO
LEAIGTHMSE THEVE PLarvs sHau "NDucT LYLE DPERaT INso THAT ALL s..Lottss ARL PRONGED A VALE
@ MORTARED I I I I I INWSIPoA CIXLECIGR PLACE TO
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IN DF rvIAITIFL
II I I DLPAR,MENTLooNSTRucT DN SAFETY ogDERs.
INBIOE I .., I N'lY AWNUE 5
d R
30' �' RELAY Orvs
CONSTRUCT ON CONTRACTOR AGREES THAT N ACCORDANCE A GENERALLY ACCEPTED
-- --- -- --- - 10' cousTELL 'E aRa CT Css CONSTRUCTION CONTRAC*ore IN eE EEGEIIV Tc DEDITT SOLE A.1
-- �T9 RWY
INSIDE EDGE OF I TIE"LETE RET".1' DNA 1DEIAF HoR F I CONOTorvs DUR Nc >Hs couxsE OF corvsmucTory of
RLP ORGO. DR END I I T DURIAN AVE } I B' zz' z2' e' a THE PRDescT NcwHILLYorve SAFETY of Au PLRsorvs ANo PRDPE >r- THAT THV REDO RE
�L]A OF PIPE (IF BROKEN) I I I _ 1 •G@0 sxuLL es ua'E To avFLY couT uuousLY Auo rvDT Rs uIn TIED TDRuoreuAT " rvc xouRR AD
_--------------------------JJ �- sous*RucT ON coNTRacTCR FURTHER AGREES To DEFEND TAT+❑❑n Ly* 5---- i PROP. SW u MXCOT a CL[_
LJQQ BRICK @MORTAR I 1. 2,3% Ill/IL I.AU T EXCEPTING LABLtt ARSNG ALITN.NEI
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aL-U-UQIAA q I ` PROP CRG Ei FG NEC. CENCE OF Dss Cry PROFESS oNu. FsvarvsGLL FOR AN LAaLL FOR
80 " 'DA'LH"'ED DHANGES TG GR D S GF HAS PANS.
IX CAG S. PAYEMENi
BR/CK AND MORTAR PLUG 1 ■ 1 I
U NDT ro SCALE I� SHEETINDEX MAP LDMLMID=9)
owmiffliffilT
SCALE: 1 -TOOT -100 (T.1=9
'W
e ENCIM MARKMARK: HUI1T (`ii TY OF FONTANA. CAL�'ORNIA
SHOVED CONSTRUCTION OF THE \ -
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CORNER OF BANANARAVENUE ANDS SANTAR �I COMMENCE WITHIN TWO RYEARS }eE/�� STREET 0MM®��N4 PLDRAIN IS ARE BASED ON THE AVENUE BEING AN
ANAL AVENUE Cl E DATE OF OVAL 4' • �' ZOLL4RS
ELEVATION = 959.41 SHgwN HEAREON AND CARRIED s NN fi1NP � 399p CONCOURS SUITE 330. ONTARIO. CALIFORNIA 91064 � DURIAN AVENUE AND BANANA AVENUE scAL
DIAL ®D D ND�GN6 FORTH IN DILIGENT MANNER. DpiYlRn Phone (909)941-7799, mvw.hulH-zalMrs.com 7HEFED BFF
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