HomeMy WebLinkAbout6341-1GENERALNOTES
I. ALL WDRK HURL BE N AR}DIDACE WTH TIME PUPS, THE COY W
FONTANA nARWw PANS, ME CONTNAET PROW9W5 AND THE
STANDARD SPEEMEATIANS FOR Meat WOKS COMER CITON ('GREDN
BOUT} AL WHDENCE SPECIFICA1NN5 AND U NMRDS SNVLL BE
TIE WEST EDITION INUEE OMdWSE NOHED.
a WHEN A TECHNEAL DO IS FUIND ID EXE N THE CDWWT
000URENHS IIYR CAN NET BE RSOKD BY REFERENCE M
P-THENCE RWASgXS N THE'QER-I RI THE WNMACHOR
SHALL IYU]XA18.T REPORT SNI COTTCT W TIE CRY ENGINEER FOR
REIDLMUH,
3, NL NA1EAYlS AND METHODS ARE SUBJECT M ME APPROYOL OF ME
CITY FNCRE9H.
A CONSTI PERMITS SHALL M MUND F EEN TIE WY OF
WMA COMMUHIIY DEKLORENT OEPNEI1ENT,, ENONFNNG MEN
PPoON M ME START OF ANY WORM. INUEC CN COORDIMEON SNAIL
BE REQUESTED AT UMT TWO MANKIND GYS PRIOR TO TIE START OF
ANY MAN IN PUBLIC RRNT-0E-W1Y STRIN RE CRY UNTIS. GAL
(BOB) 350-]61U
5. TIE co- 9NLL CONMM TO ALL MARK, DplR0. POUUES,
NETIIODS AND PWOUDR.R DESUGBd IN TIE STAR ON CAEORNA
NANWL OF IWRTIC CENTERS. MEN NON-LETRIO EDITION UNIESS
OIHERMSE DIRECTED BY BE CRY TRAFFIC ENEMEFR
B B SIUWL BE THE RSPONSI.- OF THE LONIR A TO WW WN
BAWICWES, OLIFAfORR OR OTHER TMTFlC CONTWL UOREES AT ALL
TN6.
I THE DONWUCTOR SHALL OMNN A PERMIT IO PERFORM -ON ON
RENCH WON( FOR RdONES 5 FEET OR CREM IN MEN FROM
TE CNIWMIA STAE UNS.. OF INTUSIRIA EAR Y.
B. TIE WALLS AND - OF ALL EXCAMMONS GMATd THAT ME (5)
FFn IX DEPTH aNi BE UMREO BY SHURNMI SWNNG OF ME
tlDUNT OR OTHER IIPROED MUMS PUSWIT TO THE
REQUIREMENTS OF TIE MEN OF IN STRIM SAFEN OF THE STATE
OF CI RROHL 1RNCIES L65 MAN F. (5) FEET SHALL ALSO BE
AMWES Wld ME POKELNTIW MSS FOR GRIUN] MUNUM T.
9. NO MATERIAL OR EQUMENNT SHALL BE UDRd N THE POW ROW
OF WAY IMTHOUT OBTNNNG A SEPARATE PERMIT FOR THAT W6POSE.
10. TIE LOCATORS OF 006 SHOWN TAME BEEN DEIERYIN6 HALM
ANVAIE INFOMATION, HOWEWFR, IT SHALL M THE RESPON9UNY OF
ME CONTR CTAR TO OEERNINE, IN TIE FIELD, THE ME IOC.ATKN
AND SLEW N OF ANY EASING MURS. AND TO DKERCBE PROPER
PRCAYTION n MID DANME THBEiO, THE CARRACIDR SHALL
CONTACT UNDERGROUND SERRACE ALE M AT I-600-22B-26W MO
MORNING GY9 BFFAE EUGYATR'NN.
11. ME CONTRACTOR SHAL COORDINATE CONSTRUCTION WITH ALL NARY
COMPANES INCWAHE. BUT HOT MINED TO, GM. TELEPHAE,
ELECTRIC. GMLL RELEASED. LAN(sMNp UNIMPE IIRIMON.
DUE MAIM. RECLANED WATER, SERER, STORM DUN, PROD
CONTROL AND CN S AL MUTT COAPARIM SHALL BE OWN AND
WORKING DIMS NOTILE PHER RI WORN AROUND NOR FACIUNFS,
12. ME WNTWATOR SHALL NOT OPERAE AW FORE HWM AND OR HATED
NNN YAKS WWEUT APr I - ACE NCY AWHO _ N.
CONRKTON BULL CCOTDINATE WM THE APPEPR4IE WATER
COMPARD FOR YAK -IN AND WATER RWUNELEINIS.
13. STATIONING REF- n ME CENEPoRE OF Sdd ENCEPT WERE
OMDWASE NOTED,
IA AEOGK CONSTRUCTUN CONTROL. STAKES SWILL BE SET BY ME
ENO NEED TO EMU ME CONTACTOR TO CONSTRUCT ME WDRK TO
THE PAIN CURB. ME CONTRACTOR S4AL BE REUMERMIE FOR THE
PFEMNA110N OF BMWNARKS AND CONSTRUCTION CONTROL SLAKING
CLANG CENSTRUCTION.
15. ME CONTRACTOR SHAL NOT OISIUIW EXEING SURNEY MONAMd
NON NEW TIES UH BENCH NAMS IR HOW PEER MOnRMON TO
THE CRY ENGNEER.
10. REMARL AND RB'VCdENT OF dSING SURREY CONTROL INCWONC
SINNEY HONUHJBNTS...WNW TIES AND BENCH WRKS, SHALL M
DONE BY A MOTOMENUMENTSRED CML EXUNEd OR UCENSW MIDSURhVOR.
SUNNEYCONSTRUCTION SH LL BET=ME U1HE WNRAS A RESULT AR SWILL F N
TE MUTER ONE WEER PPoON HO CONSIRUCTEN SD IIMi nM %
MONUMENTS CAN M ESTABLISHEDMRLITER REPUCEMFM OF ENE
MONUMENT.
17. THE CONTRACTOR BULL MMM ACEM MR UEAL RCS- AND
BUSINESSES Ai All TWO, A MINIMUM 12 FWT UNE SHALL BE
MNNTNNED A All TINES IN TIE COXnPoCIgN MR FOR RESIDEWS
ALAI d_ OFHICIES.
18. ME CONTRACTOR SHALL PROMDE AND WMAN AN MOM MEANS
OF 016T CONTROL, IXCLIDNG ADEQGK WATERNR AT ALL TILES
IS. THE WNTPN:TON BHNL NOT CARE ANY EXGYATSD LWTERFJ, NO.
SILT OR MORS TO R DEPOSITED ONTO PUBLIC OR FORM PROPERTY
AOIYElR M TINE REM OF VM WPoNC W H-CN NITHOIIf
PPoOR NFUTUB ARR#OIL
20. NO RNUH flYKFLL SHALL WE H/CE MAHOUT PRO APPRPANL OF
TIE CITY INSPECTOR
21. A MOTECME/L O WEER SHALL KERRY ALL BACKFlLL COMMON.
MWIE TO DRAW TIE PEDUR6 OEISW SHALT REQUIRE
RE-YDRAW OF TI4W MINOR OF THE MAN UNTIL THE SPECIFIED
Od9m N mCW.
M ME SHWA BE TARED M MEKM GP.AMI. OUCHES, AND SMAL6
ROM UNDONNIN: STREET INPRTMWNTE. UPON INUOTION OF ME
SIT[ THE CITY ENCNEFR HAY REQUIRE TFIPORAIWY MON-ERODAME
9YILES ENIEA1. OR NAWNG IMPROW ENTS.
ll. EXPOSES WNAEE 9HRFACES HULL COIEORM IN GRADE, COLOR
ND RUSH TO MEN DRUNK CONCRETE.
za. IF SEY'ER CONERWTXMN 6 TO BE DONE N PHARM THE CONTRACTOR
SNAIL PROA A TERMINAL GILMOUR AT ME PHASE MHAGRY, NOT
NONE THAN ISO FEET FROM THE WYMSTREM MARHUE, SEE CITY OF
fOMA1N STANMRD DEAL FOR TERMNA CLPNWT.
25. SAN SENOR UNM S M CONSTUMTED UP BELL AND IF -
OR BAND SFAL TYPE NTIWRd CIAY PIPE (MP.) EDRA SIIENUH
CUSS AND SNAIL COMMON 10 ME PPoM90% OF RE ASTM
DESIGNATEN CRW FOR Y.C.P.
26. ND OPEN TRENCH SNAIL BE ALLUNED AT THE END OF ME GY
MrtINIUT M R APPROVAL OF THE CRY ENGNMR,
27. SHORE NOP STUSS NAM RFXINE COMPRESSION NNNTS SHAL M
USED AT MANHCLL YMLS M ALLOW FOR MINER DERECTIOS IN
AUUNN M.
20. PRIOR 10 CONSTRUCTOR. THE CONTRACTOR SHALL FMNi9: SUSTNG
FMAU116, AND KRN ELL OWN AND LOCATOR OF CONNECTIONS
COY ARPROWL OF CONNECTIONS TO ... fYCI.. DOES NOT
IMPLY WRIECIM65 OF BSYATIONE OR LOCATIONS SHOWN ON ME
PW6
29. AL 4 WISE UUUUS 9MLL BE INSTALLED AT A 2A MINMRMl
OWE dIFSS OTHERWISE APPRAhD BY ME CITY ENGINEER.
30. TENJUME AL C 1IOISE SEWER UTEILAS 3 FEET INSIDE TIE LOT
MIIH A PLUG 12' M.Elf TIE SHOUND SUR- MEN PURUC UITUDY
EA411d1$ EXIST NX M THE SRMT NOW OF WAY. THE UTERAL
SNAIL TdNNATE 3 FEET INSIDE THE JOT AS MEASURED FRW THE
UTURY EAREN_
31. THE SEWFN CONTRACTOR SHALL STAMP AN'T IN THE FACE OF TIE
CURB AT TIE LOCATION! OF TIE SERER UDERML
R. IF ... URLTI6 AL AND OMEN FAQUIDM CON FlDT WITH TIE
PROPOSED IMPRtlVEWEN15, ME CONTRACTOR SHA L NOTIFY TIE
fNCINOR AND AL ARECTW .... WNWN1F1Y.
33. ND CONCRETE SHALL BE PUKED UNTIL ME FORMS AND RONFORONG
SIFIl HYE REED PULED. INSPECTED AND APPOUB.
X AL UNT-ND UTURB 941E BE INnA1Ld. 16TW AND
APPRW6 PROM TO P-A OF -
35. APPRIMED SOIL STEAM N TEOURED UNDER ALL NEW ASPHALT
PAVddf PRIOR M PLACEMENT.
M. AL MANHOLES CIFMOUT FRAM.. COWR9 AND VAK WAS SW1L
BE RASED m FlNSHED GRADE BY ME PNNG CONTRAMOR UPON
COMPLETION OF PALING
37. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHAL BMW
ALL SENN0. STIMNG. WHICNES. AND OTHER 1RWTIC KERNEL
DBMS TO THE SAnSFN:110N OF THE COY IRAFIO BNGNDER.
38. AS -BUILT WORRIES SHALL M PROWDED BY ME CONTRACTOR M ME
ENGINEER OF RECORD..0 SHALL PRENTHE RECORD DNNWINGS M
E CITY dONEER.
CITY OF FONTANA, UTILITY NOTIFICATION LIST
CITY Di FUNTANA ATNT
6I53 9EPoN AYE 22311 BRDOMURn ST SUITE -
FOWAIIA G 9W5 HUNTINGTON RACµ G 92641
(9W) 35D-6632 (T14) 963-A64
SO. GAF. PAS COMPAW SPPoNT
1981 W. UME NN AYE 2592 OU NEW DR
R,EDIANDS, G 92A4 RMNE G W612
(909) 335-7
(900) 42)-22W (BUR) EUNHHUBB
TIME AANNd CARLL
SO. CALIF. EUSON CONRWY 1SW AUTO CENTER OR
3W N. PEPPER AK ONTO, G 91T61
RATE. G M23R6 (MAT) MMSGSM
(HURT :21 500 - UNDERGROUND
DAM) 6T5,Im - TRA ssEEN SUNFSYS, TLC
(213) 632-I233 - RPEUN6 1- RW ST /1W
(RAW) ISIN05 - BURRUTUN CORONA G -1
FOWANA WATER COHPNN UNDERGROUND MRAICE AUNT
15BW AUX MUFARD (MO) -1.
FEWANA CA 92335
(ROB) 11zz-2201
UNAUTHORIZED CHANGES AND USES:
RE ENGINEER PREPARING THESE PUNT WLL NOT PE RESPONSIBLE MR OR UABLL MR
LNOWHOR® CHANCES M OR USES OF THESE PLONS. AL CAN_ TO TIE RAS
MUM IN W IDW AND MUST M MREND BY THE RRFPAER DF TIME PATS.
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
THE BOUNCE AND LOCATION OF AND UNDBKWOUND UIIILIY PEES .AND/OR SRUCMRS
SHOWN ON THESE PEWS W HE OBTANED BY A SOUGH OF THE AORAS E RECORDS
THESE WGnOIS ARE APPWAHAR MO SHILL BE CONFlRMED BY THE CONTRACTOR SO
THAT NN NDUSSIM AOIUSTYENT CAN ES WE IN ALONNENT AD/ON GRADE OF THE
PROPOSED IMPRMEMENL. THE CONTRACTOR IS RMURd M TAKE WE FIEOWTCILWY
MGSUR6 M PROTECT ANY URLW UN6 9HCAN AND ANY OMEN UN6 NOT ON
RECORD ON HER SHOWN ON THESE PUNS.
DO TRUCTON CONIRACIOR AGREES THAT N ACCORDANCE WTH GENALLLY ACCEPTED
COIETRUCRON PRACTICES, HE WLL BE REQUIRED TO ASSUME SOLE AND COMPLETE
REWIRIA W SHALL BE WE M ARPT WNTNOOU3T AND NOT M UNITED TO NA MAL
RAW N: HOURS. CONSRUCTNCN CONTRACTOR FURTHER AGREES M DEFEND, INDEMNEY
AID HOLD DESON IRIFESSIORAL HARMLESS DdT1H ANY AND ALL WANT, REAL ON
ALLEGED. x CONNECTION WTIH THE PERFORMANCE OF WORK ON NIS PROJECT.
EKCEPIINO LMBLM ARRNG FRUNA ME SOLE MIlIONCE OF THE M9ON PROFESSENAL.
CITY OF FONTANA
SEWER IMPROVEMENT PLANS
RAMONA AVENUE
RAMONA AVENUE ------.II
Is
INDEX MAP
nIE I'-50'
DEVELOPER
SPEEREL DEYB D -' INC.
RVFNNRA BED.
WOOD COLAD HILLS. G 913&
(BIB) Id-14AS
SOILS ENGINEER
SUCM BNMERN. CARP, INC.
SUIT MONCE COURT, SUITE A
RA CA. B1TW
PN (BOB) BWF&55
FAX 909 980-&.15
SHEETINDEX
SHEET 1 - TRUE SHEET
91MT 2 - MOM VENUE
CONSTRUCTION NOTES OUANTITY ESTIMATES
FINSTALLINSTALLY.C. A SDR-26 P.SEWER WIN AND BW PER WNTANA COY STD. NB9 7)I LF.
CORER46- PREGA CONCRTE MARIUE PPERCOY STD, ORE. N0. 20.- G
CONSTRUCT A SEWER CLEAN UN PER CRY SR. CIA. NO. M 2 EA
BREKIN INTO EXISTING WNHDLL PER APWA SIT 206-1 I FA
- RENCH REPNR PER CITY Qi FOINTAW SN. PUN N0. WDO 1.
LEGEND
PROPOSED SEND UNE
-B' S- BEING SEVEN UNE
-6 W- -MAN
STORM DUN UNE
Q SEDER MANHOI£
-- CENIWLNE
-D TIRE MEMO
DIRECTOR OF FOR
-- ROW OF WAY
SOUTH N R/W R/W
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No 12
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PROPOSD
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TYPICAL SECTION
RAMONA AVENUE -64'RNV
N.T.S.
FONTANA
VICINITY MAP
ITE
MCN22-000052
ODLUCUNSTR CTIONUEREOwRED cNl r ur rulvlHlvH, cvurUrcLVNv
IMPROVEMENTS NOT CONINIENGE MARTIN THE MICROS SHOWN HERON AR BASEDWTIE ALLARD ENGINEERING
cENTEFUNE OF 9ENA NENAE, Pd MAn 1zNx, SEWER IMPROVEMENT PLANS
SPIEGEL DEVELOPMENT, INC. MW Sa/Tz-Ta BERG: x mUO`If y- arar�s9
TIGER MANNER
E THE CIE ENGINEER M a C ) sOst1M5 sO ORIOXm BO IPPIAhO BY: E SHEET 9llE:
SHOWN HEREON AND CARRIED FORTH IN A - TITLE M SHDYN
DIUGENr MANNER, THE clrr ENGINEER MAY BENCHMARK:
BEFORE W SURE RERN RE REVISIONS TO THE PLANS TO 21289 A'fNNHA BWIEYMD S BRASS GP LDGId ON THE .1 G CURB RAMONA AVENUE G1E
YOU DIG Y(IU UG BRING TRErvI INTO CONFORMANCE WITH WCOOANO HIIIS, G 91364 I ME EKSIEAY END OF THE CURB REALM AT AE Jury' R023
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(616) 4aa-140.1 THE R: CDRIER OF SIERRA AYE AND WILEN y .n w CAXA1paW CHEC%d M: . y - O OWMNG ND: 1
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