HomeMy WebLinkAbout6082-1STREET IMPROVEMENT GENERAL NOTES:
�NS HE p T DF=O )'a BTaNDAPO '1P IR GMD.5 T PRDMBWS AND ME
S�TON- STION �PSCIFlDTM n�O`NSEF(WRWBUC BORKS CONSIRUCPW ('GREEN BOOK'). ALL REFfHfNCE SPECIFIC AND STANDARDS SHALL BE THE LATESTJ. � MATERIALS AND METHODS ARE SUBUIECT TO ME APPR— OF ME CITY ENCHNEER.
0. WE 51 ACnOF PERMITS MYRP�n`» CCG�DNFROIITMAIFILL BE REWTAN ED AT COMMUNITY DM TWO M—PIC DEPARTMENT,
TO ME START ENGINEERING
MY IDES IN
PUBUC RIOIT-OF-WAYM WMIN ME CITY UMnS CALL (BOB) MO-1B10.
MANUAL OF
1RPFFTC WNM0.$MIAiEST Nq!-ANE�IRIC EDITTRIO UNLESS OTHERWISE DIRECTED By
ME C10, METHDOG AND PROCEDURES Itt�BED IN IRAiiIC ENGINRR OF �UfWWIA
6. InMSHALL BE ME RESPONSBUTY OF ME CONTRACTOR TO MAINTAIN BARRICADES. CEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT All
T C
A
LIFORIiIAACT"ATTSHAUDAMSON OF INDUSTRIAL
SAFEIY.MGM E%1-1 OR TRENCH WORK FOR TRENCHES S FEET OR GREATERIN OEPM FROM ME
ALL lAl"(31 G BAKING OF TILE tltWU 5. ON
iEOMER APPROVED MEANS URSUANT TO ME REQUIRFMDITS OF E XMSCN OF INWSIRIAL SAFETY OF ME STALE OF CPLFORNIA TRENCHES
LESS THAN FlYE (5) FEET GNU- ALSO BE WARDED WHEN TIE POTENT& EXISTS FOR GROUND MOVEMENT.
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN ME PUBUC RIGHT OF WAY WTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE.
t1 ME OF U1111 ME
NNE IN �UM11E F1 LER
O, MEMIUE LOCmCl1 WAHNO ELEVAnpduCF ANFl T EMON,
STNDG �1111nE$ AND TO E¢RpSE PIT IN— BE ME UNSRIXSR PRC AUTOI
NMAMMD DAMAGE THE—L ME CONTRACTOR SHALL CONTACT UNDERGROUND SERWCE ALERT AT
1-B00-p21-2G00 — WORMING SAYS BEFORE EXCAVATON.
t oaMG uuoCOscM�ElixEicnoN, o u6nc TYwATCOErsN,PREIauMm INCLUDING, BUT
smRu�oRUNKFLoomo�mNmoLEAND
1ECIRIG
CALMANS. ALL UTILITY COMPANIES SHALL BE LIVEN TING WORMONG RATS NOTCE PROM TO MONK AROUND THEIR FACIURES
t1 ME CONTRACTOR "' HOT SHALL COLNmINATE RIT1 TIE APPROPRIATE WAR OPERATE 11 IRE COMPANY FOR VALVE IT OPERATION AND WA R REOUIRENENTS CY AUMOR2ATON. CONTRACTION
13 CURVE DATA REFERS TO ME FACE OF CURB.
I& ADESUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENtlNEER TO ENABLE TIE CONTRACTOR TO CONSR - THE WORK TO ME
PLAIN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR ME PRESERVATION OF BENCHMARKS AND CONSIRUCR. CONTROL STAKING DUPoNG
16. ME CONTRACTOR
CITY ENGINEER. SHALL NOT DISTURB EXISTING SURVEY MOUMENTS. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO ME
t CON "UM' ' PR T I TODCOxSIRUCTION mMEM T TES TD MOxuM NlS .N"SU RERISTEId0
ESTABLISHED FORCSUIER REPLACEMENT OU iHEENONUNENT.ONE
19. ME CONTRACTOR SMALL PROMDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE MATERNG AT ALL RMES
20 ALL GRADING OPMARMS — BE DISCONTINUED WHEN BUSTANED IND WUOUIES EIGEED E5 MILES PER lOUk
- CARE SHOULD BE TIE Cm ENONEER MAY FEGUIRE EENTVORMY NONE-ERRCDHM U6lE BRALEs ENTERING ORNIIFANNG IUFR-ENM T. uPgR INSPECTION OF ME SITE.
25, TILE FINAL
LOCOF ATIONTAINA MD WUTOFF DTAILSVSN. AY APPROACH APRONS SHALL BE APPROVED AT ME TIME OF CONSTRUCTION AND SHALL CONFORM TO25, � EXPOSED CONCRETE SURFACES SHAU- CONFORM IN GRADE, COL- AND FINISH TO MATCH MSTING CONCRETE.
32 ¢IECNEPOF SDDEETMNTHAJFAMPRM'M�STERR EECgAMENOCO BY A
HICAL RORTT A.C.MUBMITTETDMBASE COURSE
MNTAOORMUPON NPEONOFOUW DI
WNPIANHO1OIS, CPIEANGWNI T FRES, COVERS AND VALVE BOXES SHALL PAWNG BE RAISED TO FINISHED GRADE BY ME CONCTOR TRAUPON
- UPON COMPLETION OF
ME CITY TRMnc ExtlNEBT. cTON, CONTRu ACTOR SMALL RESTORE ASIGNING, STRIPING, BARRICADES AND DEVCES TO ME GATSIMFON OF
35, SCOANSAON OHME aOC MMOAND/OR REPLACE LANDSCAPING SPRINKLERS AND SDEWADO AFFECTED BY ME CONSTRUCTION TO ME
JB. AG-BUUII GT BRANOSHALL BE APPROVED BY ME CONTRACTCR M ME MONEM OR RECORD. WHO SHALL PROVIDE RECORD DRAWNGS M ME
SLOVER
10
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i
a
f".
JURUPA'
SITE
All
OTT OF FONTANA N
VICINITY MAP
LEGEND AB aRAROI I TIINSIRFACE
1C - INDICRA
ATES TOP CF tERB
AMCAN
ME ACE
OR
NG -INDICATES NATURAL GROUND
DDRIW My
IL - INDICATES P'R.WgVUNE
-- - UE
INDICATES DIRECTICENTERONMCf FLOW
ST
CITY OF FONTANA
STREET IMPROVEMENT PLANS
FOR
MARY ROMAN CATHOLIC CHURCH
P.M. NO. 20067
(
AVE EXISTING D/W
EXPANSION
(b
LEGEND HATCH:
A -INDICATES UNDSCAPE
�mm�
SCALE 1 INCH = 60 FEET
— IN.CARCONCRE,EPAMEMENT
INDEX MAP
- INOCAR AC PAMOJENT
® - INDICATES GRIND C-1-AY
- INDICATES REMOVAL
CONSTRUCTION NOTE
to --CONSTRUCT 6.5' OF AC OVER ,Y CLASS II AB .. ...................... .
a—QWBMDGT CURB AND BUTTER PER CITY OF FGHTANA STD. DWG IS .... .
QWGMUCT DRIVE COAT APPROACH PER CITY QF FWTANA B,D DWG 1002.........
�CONSIRUCi SCEWMX PER CITY OF FONTANA STD. DWG 1006 .............. .
VJ —T. REMOVE AND DISPOSE A.C. PAVEMENT. ...................... .
INSTALL—D LED STREET TIGHT (SGE PAD AS20—, PER FONTANA STD DW'G 494
REMOVE EMSTNG.........................................
OB BELCGIE M.N. .......................................
O9 %ND AND 0!ER Y WDE MIN. ENSBNG PAVEMENT PER CITY OF
F'ONTWA 510. DW: 1000.................................... .
ENGINEER'S NOTICE TO CONTRACTOR:
All—UOUDERLLEXCEPf AS SHl. TOOWN ON�MESE PIMLSMTMME CONTRACTOR ISMREQUIREDTO TIE DU PAZUT— MEAGURRES TO FEMEG
PIPES, CONW SSUMESI S 2 LA SHORN OOH N
SIN
NDTPSHONW ON THESE ORAWHOL
IUWDING SAFETY OF ALMA PERSONS. ANDSPROPERTY. THAT THIS REQUIREMENT
AM. APPLY 11 _ HOUK
ALLECES.N DO ME NEC1pNWITHRHAJIMUE�S FROMI ANY AND ME PERFORMAUE OF WORK ON THIS PfiOJECT.OR
ME M-EER.
ME CONTRACTOR SN&L BE RESPONSIBLE TO REPORT DUC EPANCIES IN PLANS
ANDS IR Fl ISBEESRPNNSIBLE PoR
.SCREPANCIES NOT SD REPORTED AHD REmLYED.
JMPOR ulNEER PREPARING THESE PLANS W'
win
OF THESE PLANS.R ALL CnANGES TO ME PLAN$ MUST BE INMWRITING ANDTO MUST
BE APPRONED BY ME PREPARER OF THM PLANS.
SHEETINDEX:
S fHEEr z - DE -ME PUN
_ SPROFUZ DETUL W
CIVIL ENGINEER:
W.J. MCKEIIER INC.
LINOS CA IBH WY
TO'
GEDSTE 2 2W
PHONE: "" OB
OFFICESOIL ENGINEER:
LAND MARK
GEO-ENGINEERS AND
PA. DESERT �CA f14211OU00515
PHONE: (79D) 3e0-OM
PROPERTY OWNER
& APPLICANTATTENTIO:
EIER
TNT E MHIOILVRDDAMD MAVENUE
PHONEME:M (951) 69Y-OWB
24 HOUR CONTACT:
(90B) 415-B—
Q R/W
PANBIEN:G�
CYPRESS AVE TYPICAL SECTION
UTILITY
PHONE (909) Del-e256
I— ANNOW ROUTE PA
RS1fTHF=`CAS COMPANY
ETXANDS COMIACA
AVE
PHONE 9W 15 19e0
t z6s vAN eU— ST. {Teo
PHONE X2 NN11
PHONE 909-990-
ESTIMATED
QUANTITIES
1U
LS
...... )33 SF
BENCHMARK
.1 FF FONTANA B.N. l 60G CORNEA 6
OP OF
IHOUSMT AVENUE AND
UNION AVENUE
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