HomeMy WebLinkAbout6252-1SEWER IMPROVEMENT GENERAL NOTES
I ALL WORK SHNL BE IN ACCORDANCE WTH THESE PUNS, THE CITY a
FONTANA STANDARD PLANS THE CONRUGT PROVIS0N5 AND THE STANDARD
SPECIFIGTONS FOR PUBUC WORKS CONSTRUCTION ('GREEN BODC). ALL
REFERENCE SPECIRCATONS AND STANDARDS SHALL BE THE GTEST EDEON
UNLSS GUERWJSE NOTED,
2 WHEN A TECHNICAL CONMGT E FOUND TO EXIST IN THE CONDUCT
DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE M PRECEDENCE
PROMSION5 IN THE 'GREEN BOOK', TIE CONTRACTOR SHILL IMMEDHATELY
REPORT SAD CONFUCT TO TIE CITY ENGINEER FOR RESOLUTION.
3 AL MATERIALS AND NEMODS ME SUBJECT M THE APPRID- OF THE
CITY ENGINEER.
4 CONSTRUCT N PERMITS SILL BE OBTAINED FROM THE CITY OF FONTANA
COMMUNITY DEE3CPMENT DEPAAIMIEM, ENGINEERING DMSION PRICK TO THE
SRAM OF ANY WORK INS— CCON ROMAR SHALL EQ BE REQUESTED AT
LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC
RIGHT-OF-WAY WHIM THE CITY UNITS. CALL (YOB) SSD-1610.
5 THE CONTRACTOR SHAL CONFORM TO ALL TRAFFIC CONTROL POLOIS,
METHODS MD PROGEOURS DESCRIBED IN THE STATE OF GAUFDRNIA NANIML
OF TRAFFIC CONTROLS. RAREST NON -METRIC EBUR N UNLESS OTHERWISE
DIRECTED BY THE CITY TRAFFIC ENTRNEFR.
6 IT SHILL BE THE RSPONSIBUTY OF THE CONTRACTOR TO MANMN
SANGA) DELNGTIXA OR OTHER TRAFFIC CONTROL D GES AT ALL
INS.
1 THE CONTRACTOR SHILL OBTAIN A PERMIT TO PERFORM IXGVATpN OR
TRENCH WON( FOR RRENCHS 5 FEET OR GREATER IN DEPTH FROM THE
CMFOUHA STATE DIVISION OF INDUSMAL SAE".
B THE WAILS MO FAGS Cl AL EKGVATONS GRATER THAN FACE (S) FEET
IN DEPTH SHILL BE GUARDED BY SHORING. SLOPING of THE GROUND DR
OTHER APPRVNED MEANS PURSJANT TO THE REDUIREMENTS OF THE DIVISIDN
OF INDUSTPoA SAFETY OF THE STATE OF CALFORNA. MENCHS ASS THAN
FINE (5) FEE SHILL ABB BE GUARDED WHET THE POTENML IX6R MR
GROUND MOVEMENT.
9 NO LITERAL OR EWIPMENf SHILL BE Smf£D IN THE PUBLIC RIGHT OF
WAY WHOUR OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE
10THE EDCATKNS OF UTUTIES SHOWN HAVE BEEN DETERMINED FROM
AVAIIMLE INFIJRMANIN, HOWEVER, IT SHALL BE THE RSPONSIBILIIY OF THE
CONIIRACiOR TO GETERMH E, IN THE POD, THE TRUE LGGTION MD
DEVATON OF ANY EMONG UTI... AND TO EXERCISE PROPER PRECAUTION
TO AMID DMPGE THERETO. THE CONTRACTOR SIUIL CONTACT UNDERGROUND
SERMCE AERT AT 1-800-221-2600 TWO WORKING DAYS BEFORE
RG ToN.
11 THE CONTRACTOR SHAL COOREHAIE EDNSTRUCTON WITH ALL IIIILIIY
COMPANIES INCWOING. BUT NOT UMITED M. GAS, TELEPHONE, ELECTRIC,
ABLE IELEWSION, LANDSCAPING ENDSGME IRRIGTIDN, DOMESTIC WATER,
MEG WATER, SEVER, STORN DUN. FLOOD CDNIROL AND CAJUNS.
AL UTILITY COMPANIES SHALL BEBI— TWO WORKING DAYS NOTICE PRIOR
TO WOW MOUND THEIR FADUTS.
12THE CONTACTOR SHILL NOT OPERATE ANY FIRE HYDRANT OR WATER
N VALVES NITICUT A➢RpPRMRE A£NGY AJJUCRIUTOH. GDNTR C R
BHAL COERDIUTE WITH THE APPROPRIATE WATER COMPANY FOR VALVE
OPERATION AND WARS REQUIREMENTS.
13 STATIONING REFERS TO THE CENTETUNE OF SEWER EXCEPT WHERE
GUERWISE N_
14ADEDGTE CONSTRUCTION CONTROL STMS SHALL BE SET BY THE
ENGINEER TO ENABLE THE CONDUCTOR TO CONSTRUCT THE WORK TO THE
PGN GRAPES. THE GOWFUGTER SHNL U RESPONSIBLE FOR THE
PRESERVATION OF BENCHMARKS AND CONSTNCTON CONTROL STMING
DURING CONSTRUCTION.
1STHE CONTRACTOR SHAL NOT DISTURB EYISTNG SURVEY MONUMENTS,
MONUMENT TES OR BENOI MARKS WTHOUT PRIOR NOTIFICATION TO THE CITY
ENGINEER.
16 REMBVA AND REPVCENEM OF EXISTING SURVEY CONTROL. INCLUDING
SURVEY MONUMENTS, MONUMENT TIES AND BENCH LURKS, SMALL BE DONE
BY A REGISTERED CAUL ENGINEER OR UCENBED AND SUINEYER, SURVEY
MONUMENTS TUT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION
SHALL BE REPVCED. THE COMM—St SHILL NOTIFY THE ENGINEER ONE
WIDR PRIOR TO CONSIRUCTON SO THAT TS TO MONUMENTS CAN BE
STMUSHED FOR LITER REPVGENEM OF THE MONUMENT.
IT THE CONTRACTOR SHILL MAINEMN ACCESS MR LOCAL RSIDWS MD
BUSINESSES AT AL RIMS A MINIMUM 12 FOOT W!E SHALL BE WNNTMNED
AT AL TONS IN THE CONSRUCRON AREA FOR RESIDENTS AND SMERGENCY
VEHICLES.
IBTHE GO SHML PROMDE AND MAINTAIN M EFECTME MEANS OF
DUST CONTROL INCLUDNG ADEDUATE MARGINING. AT ALL EMS.
18 THE CONRACTOR SHAL NOT CAUSE MY E%CMAATED MATERIAL MUD, SILT
OR DEBRIS TO U DEPOSITED ONTO PUBUC OR PRNATE PROPERTY AD.UGENT
TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN
PPSO
20 NO TENCH UGHFILL SHALL TAKE PVGE WIHOUT PRIER APPRMA OF
THE CITY INSPECTOR.
21 A GEOTECHNION- ENGINEER SHAL CERTIFY Al DACKFILL COMPACTION.
FAILURE TO OBTAIN THE REQUIRED DENSITY SNAIL REWIRE RE -WORKING OF
THAT PORTION OF THE WORN UNTIL THE SPECIFIED DENSITY 6 OBTAINED.
22 CAPE SHOULD BE TAKEN TO PREVENT GRADES DITCHES, AND SWILLS
FROM UNDERMINING STREET IMPROVEMENTS. UPDN INSPECTION OF THE STE.
THE CITY ENGINER MAY REQUIRE TEMPORARY NON-EPODABLE SWALE
ENTERING OR LEANING IMPROVEMENTS.
23 Al EXPOSED CONCRETE SURFACES SNAIL CONFORM IN GNUGE, COLOR
AND FINISH TO MATCH EI5 W CONCRETE
241F SEWER CONSTRUCTION IS TO BE DONE IN PHASES. THE CONTRACTOR
SHILL PCI—OUTMADE A TERNINA. CIOUT AT THE PHASE B, NOT MORE
MAN ISO FEET FROM THE DOWNSTREAM MANHOLE, SEE CM OF FONTAU
STANONO OEML FOR TEMIN CIEMOUT.
25 SANURY SEWER UNS 2HILL BE CONSTRUCTED DF BELL MD SPIGOT DR
BAND SEA TYPE VITRIFIED CLAY PIPE (M.P.) EXTRA STRENGTH CGS AND
SHAL CONFORM TO THE PROMSIONS OF THE ASTN DSIGUDON C100 FOR
—P.
25 NO OPEN TRENCH SHILL BE FLOWED AT THE END OF THE DAY WITHOUT
PRIOR APPROM OF THE CITY ENGINEER.
21 SHORT MP STUBS WITH FLDUIBS CDMPRSSIDN JOINTS SLAL BE USED
AT MANIDLL WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT.
28 PRIOR TO CONSTRUCTION, THE CONTRACTOR SVAL EXPOSE EXISTING
FACILTIS, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. Cltt
APPROVAL OF CDNNECTDNS TO EXISTING F 11-RIS DOS NOT IMPLY
CORRECINES OF ELEVATIONS OR LOCATIONS SHOWN ON THE PIANS.
29 AL C HOUSE CREMES SHALL BE INSTALLED AT A 2R MINIMUM GRADE
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER
30 TERMINATE ALL 4 HOUSE SEAR ATEULS 3 FEE INSIDE THE LOT MATH
A PLUG It BELOW THE GROUND SURFACE MEN RIBUC UBUIY EASEMENTS
DDT NEXT TO THE SIREEF RIGHT OF WAY, THE GTEHAL SHALL TERMINATE 3
FEET INSIDE THE LOT AS MEASURED FROM THE AIU" EASEMENT.
31 THE SEWER CONTRACTOR SHALL STAMP AN'T IN THE FACE OF THE
CUTE AT THE LOCATON OF THE SEWER GTERA.
32 IF DOSRNG UTILITIES OR ANY OTHER FACILIRS CONFLCT WIN THE
PROPOSED IMPROVEMENTS. THE CONTRACTOR SHILL NOTIFY THE ENGINEER
AND ALL MFECTED AGENCIES IMMEDHATE.Y.
33 NO CONCRETE SHAL BE PACED UNTIL THE FORMS AND REINFORCING
STEEL HAVE BEEN PI -ACED. INSPECTED AND APPROVED.
34 ALL UNDERGROUND UN -TES SHALL BE INSTILLED, TESTED AND APPROYED
PRIOR TO PAWNG OF STREETS.
35 APPROVED SOL SIETdLMT IS REDUIRED UNDER ALL NEW AS —
PRIOR TO PLACEMENT.
36 AL MANHOLES. CLPAOLT FRAMES, COVERS MD VALVE BOXES SHILL BE
USED m F1N SHED GRADE BY THE RATING CONTRACTOR UPON COMPEION
OF PAWNG.
31 UPON CDMPLEIION OF CONS FKJGN N, CONTRACTOR SHALL RESTORE ALL
SIGNING STRIPING BARMCAOS, AND OTHER TRAFFIC CONTROL DEVTGES TO
THE MFWAL'TIDN OF THE CITY TRAFFIC ENGINEER.
3B AS -BUILT DRAWINGS BHALL BE PROVIDED BY THE CONTRACTOR TO THE
ENGINEER OF RECORD, WHO SHALL PROACE RECORD DRAWINGS TO THE CM
ENGINEER.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY OF fONTANN
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SOLE AND COMREIE RESPONSIBLIIY FOR JOB SITE WNIIRONS DURING THE COURSE
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RUMS MUST BE IN WRITING AND MUST BE APPRMID BY PRSILER OF THERE PLR£
CITY OF FONTANA
16427 FOOTHILL BOULEVARD
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