HomeMy WebLinkAboutGrading PlanCONTRACTOR NOTES:
BY ÊE ACI OF SUBMINNC A BID FOR BIS PROPOSED
CONMACT, THE B]DDER WARRANTS THAT frE BIDOER, ÀND
ALL SUACONIRACÎORS ANÐ MAIRIÀL SUPPLLERS HE
INENDS IO USE, HAW CAREFULLY AND IHOROIGHLY
REVEffiÐ frE DRAWNGS, SPEC]FICATONS ÀND ALL OfrER
CONRACI DOCUMENIS ÀND HAW FOUND frEM COMPLEE
AND FREE FROM ANY AMBIGUNES AND SUFFICIENI FOR
DELIWRING üE PURPOSE INTENDEO. THE BIODER FURfrER
WARRANIS frAI IO frE BESI OF HIS OR H]S
SUBCONfRACTORS, AND MATERIAL SUPPLIERS' KNOIEDGE,
ALL MÀERIÀLS ÀNÐ PRODUCÍS SPECIFIED OR INDICÀED
HEREIN ARE ACCEPIÀBLE FOR ALL ÀPPLICABLE CODES AND
AUfrORINES,
CONIRACÍOR IS fO CON]ÀCI ENCINTER AND OMER PRIOR
IO CONSNUCÌNG ANY IÎEMS frAf REOUIRE À CONMACI
CHANCE ORDER. BE ENGÌNEER SHALL NOI 8E HELD
RESPONSIBLE FOR INFRASTRUCIURE PLACED BASED ON
ASSUMPIIONS AND BE CONRACIOR IS RESPONSIBLE FOR
ALL UÏILITY RELOCÀIONS,
frE LOCANON OF ALL EXISNNG UÌLINES SHOW ON ÏHESE
PLANS HAS BEEN BASED UPON RECORD NFORMATON ONLY
AND MAY NOI MAICH LOCANONS AND/OR ÐEPIHS ÀS
CONSM!CED. frE CONIRACÍOR SHÀLL CONIACI BE
LOCÀL AREA "ONE CALL" SYSEM, OR ßE OWNER OF EACH
INDIVDUAL UlLITY, FOR ASSISTANCE IN DEIRMINING
EXISNNG UNLIry LOCANONS ÀNO DEPIHS PRIOR IO
BEGINN NG ANY CONSNUCTION. CONTRACTOR SHALL FIELD
VERIFY LOCANONS OF ALL UNL]IY CROSSINGS PR]OR IO
BEGINNING ANY CONSMUCIION.
PROJECT NOTES:
OF IHE CAO FILES ItsAI REPRESENI THESE IMPROVEMENIS:
SANDL]N SERVICES, LLC AND II'S ASSOC]ATES TAKE NO
RESPONS]BILIT FOR IHE LOCAIION OF IBESE IMPROVEMENIS IN
ÀNY COORDNAIE SYSIEM. OIGIIAL FILES USED IO PRODUCE
ÎHESE PUNS WERE PARIIÀLLY CRilTEÐ BY PARTIES OTHER
ÍHAN SÁNDLIN SERVICES, LLC AND ARE NOÏ INIENDED FOR USE
IN CONSIRUCIION SIÀKING. VERIICAL ÀND HORIZONIAL DAIA
SHALL BE INOEPENDENILY VERIFIED BY CONIRACTOR'S R.P.L.S.
SANDLIN SERVICES, LLC HAS END&VORED fO DESIGN IHESE
PUNS COMPLIANI WIH ADÀADLR AND OTNER ACCESSIBIL]I
REQUIREMENIS. HOWryER, IHE CONIMCIOR SHÁLL NOT BE
RELIWED OF ANY RESPONSIAIL]Û FOR CONSIRUCTING THESE
IMPROVEVENTS COMPLIANI WIH ALL APPLICABLE ACCESSIBiLñ
SIANDARDS. ]F ÎHË CONÍRACIOR NOIICES ANY DISCREPANCIES
BryEEN IHESE PUNS AND ACCESSTBTLñ úWS/RULES, HE tS
TO SIOP WORK IN THE ÆA OF CONFLCT AND NOIIñ IHE
ENCINEER IMMEDIAIELY FOR A RESOLUIION AND/OR RryISION TO
THESE PUNS. SÁNOLIN SERVICES, LLC SHALL NOI 8E HELD
RESPONSIBLE FOR CONSIRUCÍING IHIS SIIE COMPLIANI WIIH
ACCESSIBILIñ UWS/RULES REGAROLESS OF WHAI IS SHOWN IN
IHESE PUNS,
HIS CONSMUC¡ON OPERANONS WÍHIN THE
aND WfrtN R|CHI OF WAY)- CONRACIOR SHALL
Wfr frE INTENT OF IHE DESIGN RECOMMENDAÏIONS ILLUSTRAEO
HFRFIN AND ON IHF DRAINAGE PLAN. IZ MINIMUM SLOPE SHALL BË
MAINTANEO OWR PROPOSEO ORADE.
J- frE ENCINEÊR SHALL BE MADE ÀWARE OF ANY EXISTNG GRADES
THAI MAY NEGANWLY IMPACÎ THE CONSMUCION OF frE CRADINC
AND DRAINAGE IMPROVEMENTS-4. IHE CONMACIOR MUSÍ IMPLEMENT BEST MÀNACEMENI PRACIICES
(BMP'S) TO M]NIMIZE NE TRANSPORIAION OF STDIMENT BEYOND IHE
L]MIIS OF DISruRBANCE.
5, THE CONNACIOR SHALL CONÌAIN HIS CONSfRUCNON OPERÀNONS IO
IHE AREA WNIN frE LIMIIS OF DISruREANCE, IHÊ CONRACTOR
SHÀLL NOI OPERAE OUfSIDE ÎHIS AREA WfrOUI IHE PRIOR
CONSENI OF frE PROPERIY OWER ]NVOLWO.6 COMPÀCNON IN FXCAVAIED ÀREAS SHALL BE 95% SIANDARD
PROCIOR DENS!ry AS SPËC]flED IN frE GEOICNN]CAL REPORI.
7, frE UÎLIÎIES AS SFOW, MAY NOI R€PRËSENT ACTUAL F]ELO
CONDIIIONS. frE CONIRACIOR SHALL CONTACI ALL UILIIY
COMPANIES FOR FIELD LOCAIIONS OF UTLIIES PRIOR IO
coNsRUcltoN.
8. ALL SPOT ELEVAÌONS AND GRADING CONCEPTS SHALL AE FIELD
WRIFIEO PRIOR IO CONSMUCION. ANY DEVAÏONS SHALL BE
COORDINAEO WIH üE OMER, ENGINEER ÁND LÀNDSCAPE
ARCHIIECI.
9, THE CONMACTOR SHALL ADHERE IO ALL CEOTECHNICAL
RECOMMENDAlONS,
10. ÐESTGN BASED ON 6" OF EXPOSEO FOINDAIONS/SLAB CONCREE
MINIMUM WIH 6 FI Of FALL AWAY FRO frE HOME WIHIN frE FIRSI
5 FT OF PERVOUS LANDSCAPING AND À MIN]MUM SLOPE OF 3'' OF
FALL AWAY FROM frE HOME WfrIN IHE FIRST 10 FÏ OF PAVED
AREAs. MAINÎAIN POSIIIVE DRÀNACE AWAY FROM SRUCruRES IN
ALL DIRECIIONS AT ALL TIMES
I]. AN UNDERDRAIN IS NOI NECESSARY FOR FOINDAIION DESGN. ROOF
OOMSPOUTS SNOULD DISCtsARGE MLL BEYOND THE LIMITS OF
BACXFILL,
12. ALL LANDSCÀPING AND IRRCATON DESIGN GUIDELINES DEFINED WfrIN
THE IRONBRIDCE HOA DESIGN REVEW EOARD CUIDELINES WLL BE
FOLLOMO DURING AND AFER CONSIRUCNON OF HOME
13 Â RFPRFSFNIATW OF ÈE CEOIEHNICAL €NGINEER SHALL EVÀLUÀÊ
ffE COMPACTON OF NE flLL MAERIAL AND OBSERW ÀLL FOOÎNG
EXCÀVATONS PRIOR IO CONCREIE PLACEMENI FOR BEARING
coND[toNs.
EROSION AND SEDII¡ENTATION CONTROL NOTES
1. CONNACIOR ]S RESPONSALE FOR INSTALLANON AND VA]NIENANCE
OF ALL EMPORARY EROSION CONMOL MEÁSUREs,
2. OUST CAUSED AY EXCAVATON, TOPSO]L REMOVAL OPERANONS, OR
ROAD BASE PLACEMENI SHÀLL BE CONMOLLED BY frE CONMACIOR
AI HIS EXPENSE, THE ENG]NEÊR OR CTY MAY REOUIRE lHE
CONMÀCIOR AI ANY lME TO DISCONNNUE CONSRUCNON ACÏVÏES
INTL DUSI CONDITONS ARE REDUCEO TO frE COUNIY'S
sArsÊAc10N.
J. MAINENANCE OF PROPER ORAINAGE ANÐ CLEANING IEMPORÀRY
SEDIMENT CONTAIÑMENI DURINC frE PROGRESS OF ftE CONTRÀCI IS
ESSENIIAL. ANY DAMAGE DUE TO IMPROPER MAINENANCE OF SAID
DRAINAGE PRIOR IO FINAL ACCEPÍANCE OF IHE PROJECI WLL BE
ftE CONNACTOR,S RESPONS BILITY.
4. BMP,S SHALL AE INSÎALLEO 8EFO8E ANY EARIH DISruRAINC
ACTVlES COMMENCE.
5. SIORM WAER DISCHARGES FROM CONSMUCNON ACÎVIES SHALL
NOI CAUSE, HÀVE flE REASONABLE POIENNAL TO CAUSE, OR
MEASURABLY CONIRIBUÍE IO AN VOLAÏON OF ANY WATER QUAL IY
SfANDARD
6, CONSTRUCTION SHALL BE PHASED IN A MANNER IO LIVLI EARIH
DISruRAlNG ACÎVTIES (.E. THE ENIRE PROJECÍ SIIE SHOULD NOT
BE DISruRAED IF CONSNUCÍION WLL ONLY BE OCCURRINC IN ONE
PARICULAR SECÌON).
7. SEDIMENT CAUSED BY ACCËLERAIED SOL EROSION SHALL AE
REMOVED FROM RUNOFF WÀER BEFORE II LEAVES frE
coNsmucnoN 5tlE.
8. BULK STORAGE SMUCruRES FOR PETROLEUM PRODUCIS AND ANY
OBER CHEM]CALS SHALL HAVE SECONDARY CONIAINMENI OR
EQUiVALENI PROECIION TO CONIAIN ALL SP¡LLS AND PREWNT ÁNY
SPILLEO MÀfERIAL FROM ENIERING SÍAIE WAÉRS,
9. ffE EROSON CONROL PLAN SHALL BE CONIINUOUSLY IPDAED TO
REFLECT NEW OR REVISED BESI MANAGEMENT PRACTICES (BMP'Sì)
DUE IO CHANGES IN DESIGN, CONSMUCNON, OPERAION, OR
MAINENANCE OF frE CONSTRUCNON S¡8. UPDÀES MUST BE MAOE
WTHIN 72 HOURS FOLLOWNC BE CHANGE !N BMP'S.
10. rHE CONÌRÀCrOR SHÀLL TNSPECT BE CONSTRUCION SrrE (TNCLUDTNC
ALL BMPS, SIORAGE CONÍAINERS, AND CONSNUCTION EQUIPMENI) A
U]N]MI'M OF FVFRY 14 CAIENDAR DAYS ANO WffIN 24 HOURS AFER
A PRECIPITAÍION EVENI OR SNOW MELT IIAT MAY CAUSE SURFACE
EROSION.
11, THE CONIRACIOR SHALL KEEP A RECORD OF ALL INSPECNONS ON
SIE AND AVAILABLE FOR REMEW BY CIñ SÏAFF. INSPECTON
REPORIS MUSI IDENNFY ANY INCIOENIS OF NON-COMPLIÀNCE Ufr
TNE TERMS AND CONONONS OF BE PERMIT,
12. SIRAW BALES SHALL NOI BE USEÐ FOR PRIMARY EROSON OR
SEO]MENI CONIROL (I,E. SRAW BÀLES MAY BE USED FOR
REINFORCEMENI BEHIND ANOfrER BMP SUCts ÀS SILÍ FENCE).
1J. BMPS INIENDED FOR SHEET FIOW SEDIMENÍ RUNOFF SHALL BE
PLACED PARALLEL IO frE SLOPE,
14. ÁLL BMPS SHALL BE CLEANED WEN SEDIMENI LEWLS ACCUMULAE
IO HALF ÊE DESIGN OF THE BMP UNLESS OÊERWSE SPECNED.
15. ALL PORIA PONY SNUCruRES MUSI BE NRMLY SECURED Wfr #4
REBÀR ANCHORS OR EAUAL. MUST BE PLACED AWÀY FROM FLOW
LINES OF SIREEI, SWALES, RAIN CARDENS & AWAY FROM INLEIS.
]6. SIOCKPILES OF SO]L OR OÎHER ERODABLE MAIERIALS MUSI BE
MANAGED SO IHAI SIORMWAER DOES ÑOI COME N CONIACI Mfr
IHE PILE AND POÎENTALLY WÀSH POLLUIANIS OFFSIE, A1 A
MINIMUM SIOC(PILES SHALL BE ROUÍNELY ÆIIED AND/OR
SLANKEED AS ffiLL ÀS INCLUDE AN EROS]ON SOC( PERIMEIER
BARRIER 1O PREWNT WND EROSION AND SEDIMENT ÎRANSPORT
OFFSIÍE. SIOCKPILES frAI ARE INACNW FOR MORE ÈAN 7 DAYS
WLL REOUIRE SOIL BINDER OR HÁVE MUCLH,/MULCH IACKIFIER
APPLIED,
17. EROSION CONMOL BLANKETS SHALL BE INSIALLED ON ALL SLOPES
EXCEEoING J:l-
A MACI OF LAND gruA[D IN LOI 54 ACCORDINC IO frE PLAI OF IRONBRIOGE
PLANNED UNIT DEVELOPMENT PHASE il, RECORDED AS RECÊPTON NO. 868309,
SECNON 1, IOMSHIP 7 SOUIH, RANGE 89 WESI OF frE 6IH. PRINCIPÁL MER]DIAN,
COUNTY OF CARFIELD, SIAE OF COLORADO
UTILITY CONSTRUCTION NOTES
1. ÊE CONMACIOR SHALL CONTA]N
LIMLTS OF CONSMUC1ON (ON LOT
NOI OPFRAIF OUISIDE IHIS AREA
C)o -a'.
LEGEND
SIREÍ CENIERUNE
æa pRoposcD comouRs
)so üßnNc coffouRs
EXÍNG PROPERÌ LNE
-------- / Fow
--F--
-+F-+
Ø
I
D
S
o
SS LN AS NOIED
CÀIE VALVE AS NOIED
DOUBLE SERVICE
SNCLE SERVICE
PROP SPOT TLEV,
GRADE CONTROL
TOP OF WALL
IOP OF CURB
BOTTOM OF CURB
TOP OF SIDEWALK
000.00
0.0% G.c.
TW 000.00
TC 000.00
BC 000.00
TS 000.00
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510
SCALE 1 =10'
20
IF DRAWNG AAR DOES NOT MEASURE 2''
HIS PRINT 15 NAT TO SCALE
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REVISION DESCRIPIION
I RON BRI DGE
LOT 54
SANDLIN
SERV]CES,ILC
556
VALLT ORIVE UNIT 27 AUSIIN. û 78727
-7-f
t--.
L:r',:a: E,a.:i.1:rr_
."É
WAIER SERVICE IO
BUILDING
CONIRACÍOR TO ENEND
EXISÏING WATER SERVICE SIUB
CONÍRACTOR TO EXIEND
CÀS SERV¡CE TO
BUILDING
ô.9s2
coNlMcloR lo vERtry
EXISING GÀS LINE SERVICE
SURVryORS BENCHMARK
\
5 Aa:
E HERON DRIVE
LOT 54
I 5 ÕjE] S.-,.F]
r t\lo
L/4,.
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WARNING I!I! CONIRACIOR IO FIELD VERIñ
ALL EXISI. UIILIÍIES VERICALLY AND
HOR¡ZONIALLY PRIOR IO CONSIRUCIION.
IHÊ CONTMCIOR IS IO CONTACI ENGINEER
IF ANY EXISIING UÏILIT INFORMÀIION
DIFFERS FROM DAIA SHOWN IN IHE PUNS,
CÁll A]1 BFFORF YOU D]G
CONfRACIOR IO ENEND
ELECIRICAL SERVICE IO
BUI DING
WAY CLüNOUI AND ENEND
SMER SERVICE IO ÊUILDINô
COÑIRACIOR TO INSÎALL ruO
EX]STNC SilER SERV¡CE SfUB
IÔCAIION AND DFPIH
CONIRACIOR IO VERñ
'¿þ1b"3
CEOECHNICAL NOE:
REFER TO ffE H'P KUMAR INC SUBSO]L SruDY FOR FOUNDAIION DESICN FOR LOT 54
OF RONERIDGE FOR NSßUCTONS AND RESIRCIIONS ON CRADING AND DRAINAGE
FOR frT PROPERry.
FLOODPLAIN NOÌEIfrË ROARING FORK RIVER FLOODPLAIN OOES NOT EXIEND IO IHIS SIE. NO
FLOODPLAIN ON frIS LOI PER FEMÁ MAP PANEL #08020514658 EFF. DAIE JANUÀRY
3, 1946
WAER SUPPLY NOTE:frE IRONBRIDGË SUBDIVSION IS SUPPLIED FROM A MUNIC]PAL WAER SYSTEM AND NO
WLLS ÁRE LOCAED OR ASSOCIAIED.