HomeMy WebLinkAbout5488-1S. ALL WMK SHALL BE IN ACCLWOMCE WEN TESE PLAN$ THE OR N FORMA STMAARD w N$ 1HE CIX _CT PROMS I AND US —WAY
SECR1CATttOs FC FU@lC WORKS OONSTRLHCTON CHMANBOQG j. ALL REFERENCE SEUHCATTAXI AND STAND I ALL BE THE LATEST FECON UNLESB
U—SE NOTED.
A RCHARAL CQWLCT IS FOU Ni RT EF2ST IN THE CONTRACT NNUMENT5 THAT CAN NOT BE RESOVEP BY REFERENCE TO PRECEDENCE PRONSONS NTLE'CAEFN BOIOC. THE CONTRACTOR SHALL IMYEL.ATELY PERMS SAW COMI CT TO THE OTY BOAR- FON FESRUTON.
5. ALL MARRIA I AND, METED, ARE BLffi_ TO 1NE APPROVAL N THE C BN(RNEER.
A. CONSTRREEN ROUTS SHALL BE ORTMNED FROM THE GYP OF --A COMMUNITY DEYELOPAffNT DEPARTMENT ENtzNE . On— PNNR N THE START
N ANY (, SPECITON COU DNATgN SHAL BE REQUESTED AT LEAsi TWO RARRIBNG DAYS PRIOR TO THE START N ANY WORN N PIBLIC MGIR-W-WAT
BUTOR TE OTY OWES, CALL (NB) 350-76104
5. THE H1YS—TM SHALL CONFORM TO ALL TIMOR CONTROL NUCES METHNS AHD PROC —I DESONED IN THE STATE N CSC 1 MAA•AL N
TRAFFIC CONTROS, TA— NON-MERBC EOLUST IMYTSS DiHFRWSE ORECiFO BY RE Ctt TRAFFIC ENGNETR.
R. IT SHALL RE THE RESPQNSWLTY OF THE—IRACipR TO MWYTAN BARB —I NTAEARAD W — TRAFFIC CWTRN PONCES AT ALL TIMES
7. THE CONTRACTOR SHALL DRUM A PERMT SO PERFORM EXCAVATION OR TRENCH WORK FOR TRENC: ES 5 FEET ON gKArzR IN IXFTH FRWI RE CAUETRAH,
STATE QI— N APPR MALL SAFETY.
B. THE WALLS AND FACES N ALL IXCAVAiiONs GREATER THAN PRE (5) FEET Ix DEPTH SHA L OF WARDED BY SHNNCn BLONDS N THE GRANTS ON OTHER
APPROVED MEANS PURSUANT N THE VNEFORM. OF THE OINSIN OF —TAX, EAFFI OF THE STATE IN CA1 11 TtE —1 LESS THAN FEE (1)
FEET SHALL AL50 BE IXIARDED WHEN TfE —I- EXETE FOR GfO.WD MOVEMENT
B. NO MATERIAL OR OLAMENT SiAL BE BUCKET IN RIF RIIBKH POP W WAY WITIONT HffiTANNG A KUPARATE PERMIT ONE THAT PURPOSE.
10 THE LCO.AP I OF UTUTES SHOWN PAYS BEEN DETERMINED FRNI LATE .—ATCN TOREWR. T BHAL BE TW RESPpNSRUTY OF THE GINTRANDS
TO DEIERMNE, IN THE HELD. THE THAN LOCATION AND ELEVATON SE My EXISSUNG U ORES AND TD EXERCISE PROPER PARAVRQN TO AM DAMAN
RER 1 HIM CONEUS CTOR S ATI CONTACT WNCERNUMC SEANCE AECT 1-E00.227 26DU TWO WOR R DAYS BEFORE EXCIYAT RT
H. ITS COAT DEER SMALL CARDNATFE CA —ION WTH ALL NTRITY CWIRMES N—D. BUT NOT FAA NO R. GAS, RU PHONE. EATER . CAPHE
tANDSCAPHRO LANDSCAPE pRMMOORE OLWESTC WATER RECANED WATER SEER, ITINA PRAM, ROSE NIBURN AND CALTRANS ALL LTUTY
CWPAAM SFWL RE CA£N TWO —. DAYS NOSY PENT TO WORK AROUND TEEN FACENI
12, THE COTEMON SHALL NOT OPERATE ANY FIRE HYDRANT ON DATER MAN VALVES WITHOUT APPRWRIATE AGENCY AUTHORRATION, CHOTRIESS SHALL
CO MBARATE WTI THE APPROPRIATE WATER COAR ANT FOR VALVE OPERATORS AND WATER R OJEENENTS
13 SERVE DATA REFERS TO THE FACE OF CUR@.
1A. STOMMIN REFERS iG THE CETOP WAY A N STREETS E%CEPT WHERE OTHERWSE NORS
15 AOEWATE IN JC. COMES. STAKES SHALL PS SET BY THE ENGINEER TO ENA&T THE CONTRACTION t0 CONSTRUCT THE WAR TO THE PLAN CRANES
ME CONFRACTON SWILL BE NESPONSELE FOR RE —TON BE SHNC ANTS AND CUNBTFUCTOS NNSFW STRAND THRONG GENTS
IF THE CONTRACTOR SHALL A. OSTUk9 EXISTNG SIRVET MIXA DTRN MONUMENT PER OR @EACH —1 MEANT PRWR NOTiF UNN TO THE Ott ENGNEER.
17. REUOVAL AND REPLACEMENT N EXRON SURVEY CORI NCLUNDAT SRVEY MONUMENTS MONUMENT TES AND BENCH MARKS SHALL BE DONE BY A
REORTEAED ONE ENCNEER N FAN D LAND SURVEYOR. SURVEY MpWMETTE THAT WH BE DESTROYED AS A RESAT OF THIS CD ITCHA C110N SHALL BE
REPtAfID. THE CONTRACTOR SHALL NO- THE ENGNEER ONE .11 POOR TO CONSTRUCTION SO THAT TES TO MONAIPNTES CAN IS ISTABLISIEO FOR —1
I7EPLACENER'T N TN MIST-1
IS THE CONRACTOR STALL MANTAN ACCESS ENAL RESIDENTS AND NE BUSSSEI AT ALL TIMES . A WRINUM 12 FOOT LANE SHALL REMANED TARAT ALL
TIMES IN ONE OARTRUEIpN AREA FOR RESWENTB ANO EMERGENCY VffMGYTS.
IN THE CONTRACTOR STALL PROVES Ott YARRAN AN EFF H. MEANS OF DUST CONSAO, INCUWNG ANE-R WATERING, AT ALL —1
2D ALL GRAND OPERATIONS SHALL OF LPSCOiTNI@D WHEN SUSTANED WND MINUTES EXCEED 25 CHILES PER HOER.
nE� i NT wax W�IREW NET CAUSE Y EXCATVATED WRIiR�F KHR SET OR OPENS TO BE DERETED ORM FEWER QT PRIVATE PROPERTY ABJACENT TO
VAL
22. NO TRENCH BAKHLI SHALL — — MORKI REAM AP I - N THE Ott NXNETM
23 A CEOTEENNCAL TRLNRTER SIAL CREEP .ALL MUNBUL COMPACTION, FAULTE i0 EWTAN THE REWIRED DENER SHALL RESUME RE-AptKING OF THAT
PORTION N THE WARN HINTL THE SPECFkD NKTY IS ATANEO.
4. CAS SHOULD BE TAKEN TO PREVENT GRACE, SHCHE$ AND SIAMIS FROM UPDERUMRNG STRQ: W ROAMENTS MAN ERECTION OF THE STE. THE —
ERIFEFR MAY REQMRE TEWERARY NON STANDUME WARES ENDEMIC OR HAWN INPRYEYQNTS
25 TN HAN, LC<ATWN AND WGTH HY DMEWAY APPROACH APRONS SHALL BE APPROVED AT THE THE OF --IT. AND SHALL NWPQ TO IF QN
N --A STANDARD DETAILS
IN ALL EXPOSED CONCRETE SURFACES SHALL CONFIRM N GRADE AEON AND FART TO MATCH EXISTING CONCRETE.
21 TA SEWER CONTRACTOR SHA1 STAMP AN YS' N RE FACE CE THE CURE AT THE LWATON OF THE SERER TORERO.
WE NO CONCRETE ON HE PLACED UNTIL THE FORMS AND RHRFORpNG STEEL HAVE BEEN PLACED, NSPECTEO AND INBOARD.
IS ALL LHNDERGRaWO UTUTES SHALL RE NSTALLED, TESTED AND APPROVED PRIOR TO PAWNS N STREETS
30. APPROVED SOIL SHBILANT IS REQUIRED UNDER Al HER .ASPHALT PAL£MENT POOR TO PLACEMENT,
31, PAXEMENT STRUCTURAL SECTR@NS SCOW ME MNIWN AND SAFCT TO REASON AND APPROVAL OF THE OITY EARNED AS DERTANNLD ST INS TESTS
TAKER AFTER C014M. 1. N MISS Lx—
M ACTUAL HOOKER OF AC. PAEMENT AND/N BASE NURSE MATERIAL UP STRUCTRAL STREET SAIRDRNS STALL BE RECOMMENDED BY A C£OSECHNK
REPORT AND SUBIP.TTED TO THE CITY OF UUNTANA FF APPROYA URM COMM — OF RI C H fFANI
ALL MANHOLES. REMELT HRAMES COVERS AND WIN ENDS STALL BE RNSED TO FNIS GRADE BY REFINING CONTRACTOR WON COMPLETION N
PAYNG
SAATTON N SHE CUP, CTR.AFHC R T AMAIRM SOUL RESEWC ALL SC RAG, SI—. .--I AS OTHER'EAFFC ONCE— PONCES TO RE
T
M CONTRACTOR SHAL RELAATE WON SPLICE PAPPROAPNG. SPRNKLPRS AND SIPFWALKS AFFECT@ BY THE CONSSRUCTON TO THE BATSFACTPN OF THE
Ott .—IT
3(. AS-_ EXIM. SHALL BE PRONMD BY THE MATRACHN TO THE EWAV N SCROD. WHO SHALL PRDVNE RECORD PRAWNS TO THE Ott
N SEER.
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SEENFA V,
2' PROPOSED STREET' R
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DEW.ATRN
PARKWAY MAP'ESL 12 20
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VARIES
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2S
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MARES�B
QS NEW PAVEMENT
EXIST. GRNC AND OhRU
EXISTING PAVEMENT Q
CERES AVENUE
(EXISTING PUBLIC STREET)
(LOCAL
CITY STREET PER CITY ISTD. PLAN NO. 400)
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
STRUCTURES SHOWN ON THESE PLANS ARE 01TANED BY A SEARCH IA THE AVAILABLE
RECORDS, TO TIE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS
SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTONARY
MEASURES TO PROTECT THE UTILITIES R OWN CH THESE DRAWINGS. RE CONTRACTOR
LIMES ALL LIABILITY AND ESPONCRILITY FOR THE UTILITY PIPES, CONDUITS
ON
'CRESS SHOWN ON THESE DRAWINGS,
CONTRACTOR AG4 T HE/YRR SHALL ASSUME SOLE AN MENIE RESPON4BNTY
FOR JOB SHE COND ONS DUR NG THE COU OF CONSTRUC ON OF TH REJECT
INCLUDING SAFETY OF L PERSONS AND P OPE THAT THIS REQUIREME SHALL
APPLY CON UOUSL D NOT BE LIMITED TO 0 WOR G RS D THAT THE
CONTRAC OR SEAL DEFEND. INDEMNIFY AN X THE COLi OF fi RNARDINO. THE
WNFR L B REAL OF ALLEGED N
NCE OF WQRK 0.ti IS PROJECT
ARISING FROM THE SOLE NEGL GENE OF THE OWNER OR
BEET IMPROVEMENT PL
"PARCEL MAP NO. 19624"
IN THE CITY OF FONTANA,
BERNARDINO COUNTY, STATE OF CALIFORNIA
E , — T -SEE SHREIF -
-ERES AVENUE ' SCOPE OFW
1 _ �-
- i. PTEROVE FNo N%YNm CE13"S
- sTRETr PLANS
a PRavmE QaswaY APPRDA
AS STOLEN ON THESE STREET
CARE LOTS As MT U(`S a+
L� P PLANS AND PER66T E
r
ORK:
A £. As SHOWN ON THESE
C15S CN THE PRCFOSD LOR
Puw$
PER SEPARATE
RIX.RM MAONN PLANS)
PER SEPARATE PERMT AND RAN,
DE POST.
FCOTTIIL SUCH
SIT
PROJEC
¢ CERES A` ?
e,
"I
NiERSTAi£ 1D P--1
O.
VICINITY MAP
NTS
CONSTRUCTION NOTES & QUANTITIES
0' CONSTMAT 4 AC OVER 12' WN. COMPACTED NATIVE Mn COMPACTED) .12 S F
PER CH STD WA.
0 CONATEA T A CONNSTE CURS AND NTTEN PER CITY OF 235 LF.
G COASTER T < 1 . -_ BOEMAEN PER CITY N
FONTANA STD PL S1R0 IF
0 SPACHT ARD SHIPS 2 YET N EXISTNG AG PAVEMENT. DIA 11
G UNISTRUGT CONCRETE ..WAY AP E` PEP. OR DE
FONtPNA STD PLAN ND HOR
G TALL IRK' REDVAN HEADER PER DETA L ON A EET 2 70 LF
INDEX MAP � RELOCATE RSTIN•G HBER IPFD PG i. 1 EA
scALE r=w LEGENDS & ABBREVIATIONS C MAN CRT EXSRND AC PAYING TO CENTEmw€
_ AC = ASPHALT CONCRETE AND OVERLAY PER DETAIL x HEREON. 27. SF.
PA NAP BgXNPARY ME BW =BACK OF WALK ) U IENOYE EX FENCE AT PH UNSTA E, SIS LE. }
CA - CABLE TEIZE—
CBS= CATCH BASIN """,.✓''
EASING LOT ENE CF = CURB
FACE
CENTER UNE
CL CONCRETE PAVEMENT
CONC-
E%ISTBNG WATER DEC YE BLE jKW DETECTOR CHECK
DF DR NK IN FOUrvTA N
... EASING auN Cum FEwE IC wtET
CODER C
EASING OIERHGD P012RLME EG EPGE OF GUTTER
E%NSTNG CONTAIN EPv EASTERLY FROM PL
EDGE OF PAVEMENT
- - - - - UPRAG WALL EYE END OF YPEICAF C.EP1
PTEWp5E0 UK AGiSS EASEMMNT FF FN SH FLOCK
-- - - - - FG FNI� GRACE
INE
PROPOSED AC. PAVEMENT Q - DRIVEWAY
FNSH SURFACE
� - GRADE BREAK
1 ..5 PROPOSED AC FINNING I GARAGE F SN RCOft
H PONT
OFRETANNG
HP = HOT POST
wY = A.-T
EXTERNS CONCRETE ,8 =ELECTRICAL JUA— BOX
OW POINT
IP - L
MVG =MIDDLE OF VERTICAL cuRVE
EXISTING PALM N LT - NORTHERLY FROM PL
PAD - PAD ELEVATION
- PROPERTY LINE
EXISTING TREE HE. REDUCED PHESSURE-
a- A, P-OW ASSEMIT
EXISiiNG WATER Ye>HK RW = RUNT N WAY
S'LY = SOUTHERLY FROM PL
�- EXISTING WATER METER TB HW OF ACC BERN
R
EXISTNG GAS METER 0' =TOP OF FOORNG
= TOP OF GRATE
EXISTING POWER POLE TAN - TW IN PAL`
- BL Y = WESTERLY FROM PL
EXISTNG HOSEGIB
PROPOSED SERER MANHOLE
EXISRNG FINE HYDRANT (OI Il(I toll(
EX HNGMALsoX ai �urY Yln n(%
ryp gN Wryu,T im 6n�®tlol
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
STANDARDS IN EFFECT.
VARIES 2 EXSTNG BABRUJI NDRENONE
EXIGRIND O.tO'
lwl
AND
PAVEME .i t0 IL
D OVERLA DID, N
EXISTING PAVEMENT--1 NEW PAVEMENT
DETAIL "A"
NOTES:
1. REMOYA AND DEM.TA N EXISTING STRUCTWRES SHALL BE AS PER SEPARATE PLAN CHECK PND
—11
2. A PAD CERHHCATOM, A COMPACTION RENT AND ANY OTHER RECLINED DOCUMENTS SHALL BE
PROVkE➢ TO THE SULDNG WERIPR AT ROPEN 3RADNG MHUDIKK
SHEETINDEX
SHEET 1: TITLE SHEET
SHEET 2:CERES AVENUE
(STA. 16+67.54 TO STA. 19+72.23)
SHEET 3: CROSS SECTIONS
Prewm GaCu me s�-w;oe
c
- Rk
0
CITY OF
ii PARCEL MAP NO. 19624 i