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CONTRACTOR 15 IO CONIAçT ENGINEER
AW EXIÍING UTILIÌ INFORMATION
O¡FFERS FROM DAIA SHOWN IN THE PUNS.
CALL 811 BEFORE YOU OIG.
wÀRNtNG !t!! CONTMCIOR lO n€LD VERtry
ALL EXISI. UIILIIIES VERIICALLY AND
HORIZONIALLY PR¡OR TO CONSIRUCIION.
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ORIVE UN¡f 27 AUSTIN, TX 78727
IBPELS F|RU #215564501 WHISPERING VA{Ift
LOT 36
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BY DAIE REVISION DESCRIPÏION
SHEET
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A IRACI OF LAND SIruÁEO IN LOf J6 ÀCCORDING IO üE PLAT OF IRONBRIDGE
PLANNEO UNIÍ DEWLOPMENI PHASE [I, RECOROED AS RECEPTION NO, 868309,
SECÎON 1, TOMSHIP 7 SOUfr, RANGE A9 ÆSf OF frE 6fr, PRINCIPAL MERIDIAN,
COUNry OF GARFIELO, SÍAIE OF COLORAÞO
UTILITY CONSTRUC'ÍION NOTES
1. BE CONÍRACTOR SHALL CONTAIN HIS CONSNUCNON OPERATONS WfrIN THE
LIMIIS OF CONSRUCTON (ON LOT AND WffIN RICAf OF WAY). CONRACIOR SHALL
NOI OPERAIE OUISIOE üIS ARÊA
WfrOUT THE PRIOR CONSENT OF frE PROPERTY OffiER(S) INVOLWO,2- BE LOCATONS OF UNOERGROUNO UTILIÏES HAW BEEN PLOTEO BASED ON UIUÛ
MAPS, LOCAES OR OfrER INFORMAÏON PROVDED BY UlLIry COMPÀNIES AND
ACruAL FIELD LOCANONS IN SOME ¡NSTANCES.
3. If IS frE RESPONSIBILIIY OF BE CONTRACTOR TO CONTACT ALL UTLIÍY COMPANIES
FOR FIELD LOCA¡ON OF UÌLìÏES PRIOR TO CONSNUCTON.4. ÀLL UTIIÏES, BON UNDERGROUND ANO OWRHEÀD, SHALL REMAIN IN CONTNUOUS
SERVCE BROUGHOUI frE ENÏRE CONSTRUCÏON PERIOD.5. ftE CONÎRACTOR SHALL BE RESPONSIBLE ÀNO UABLE FOR ANY OAMÀGÊS TO, OR
INERRUPÏON OF, SERVCES CAUSEO BY CONSNUCNON.6. CONNACTOR SHALL COORDINAIE ALL UTILITY LINES Wfr ftE RESPECTW UTUry
COMPÀNY PRIOR TO CONSÍRUCTION.7. WAER AND SEWR PIPE JOINÍS SHÀLL BE MECHÀNICÀLLY RESRAINED IO REDUCEftE RISK OF JOINT SEPARAÏON IN THE EWNT OF EXCESSIW OIFFERENÏAL
SETNEM€NÍ. WATER AND SEMR EXENSIONS SHALL MAINTAIN A MINIMUM OF 10 FI
SEPÀRATIONA, CONNACTOR TO LOCAE EXISNNG U¡LIÏES AND NONFY ENGINEER OF ANY
ÐISCREPANCIES.
LOl GRADING AND DRAINAGE NO-TES
]. EXISNNG AND PROPOSEO CONfOURS ÁRE AI 1 FT INERVALS.2, CONTRACTOR TO WRIFY GRADES ACROSS SITE IO ENSURE frAT THE
INSTÀLLANON OF ftE ORAINAGE IMPROWMENÍS ARE IN COMPLIANCEWfr frE INIENI OF frE DESIGN RECOMMENDANOÑS ILLUSfRAIED
HEREIN ANO ON frE DRAINAGE PLAN. 1% M¡NIMUM SLOPE SHALL BE
MAINIAINED OER PROPOSED GRAOE,3. frE ENC]NEER SBALL BE MADE AWARE OF ÀNY EXISING GRADESfrAT MAY NEGANWLY IMPACT frE CONSRUCTON OF frE GRAD1NG
AND DRÀINACE ÌMPROEMENÍS.4. frE CONBACTOR MUST IMPLEMENT BESI MANAGEMENT PRACÏCES
(BMP,S) TO MINIMIZE frE RANSPORTATON OF SEOIMENÍ BEYOND frE
LIMITS OF DISruRBANCE.5. frE CONTRACTOR SHALL CONIAIN HIS CONSNUCNON OPERATONS fOfrE AREA MBIN frE LIMITS OF DISruRAANCE, frE CONAACÍOR
SHAIL NOT OPERAE OUTSIDE üIS AREÀ WftOUI üE PRIOR
CONSENÍ OF frE PROPERIY OMER INVOLWO.6. COMPÀCNON IN EXCAVATED AREAS SHALL BE 952 STANDARD
PROCTOR OENSIW A5 SPECIFIEO IN ßE CEOTECHNICAL REPORI.7. BE UILIIES AS SHOM. MAY NOT REPRESENT ACTUAL FIELO
CONDINONS. BE CONRACÍOR SHALL CONIACT ALL UNLIry
COMPANIES FOR FIELO LOCAÏONS OF UÏLITIES PRIOR TO
coNsmucïoN.A. ALL SPOI ELEVANONS AND GRADING CONCÊPIS SHÀLL BE FIELD
WRIFIED PRIOR TO CONSNUCNON. ANY OEVATONS SHALL BE
COORDINAÎED Wfr THE OWER, ENGINEER AND LANOSCAPE
9. frE CONNACIOR SHÀLL ADHERE IO ÀLL GEOECHNICAL
RECOMMENDATONS.
10. DESTGN BASEo ON 6 OF EXPOS€O FOUNOÁÌONS/SLAB CONCREIE
MINIMUM Wfr 6 FT OF FALL ÀWAY FRO üE HOME WfrIN frE FIRST
5 FT OF PERVOUS LANDSCAP¡NG AND A M¡NIMUM SLOPË OF f," OF
FÀLL AWAY FROM frE HOME WfrIN ÈE FIRSI 10 FI OF PAWO
AREAS. MAINTAIN POSITIW DRAINÀGE AWAY FROV SRUCruRES IN
ALL DIRECNONS AT ALL TMES.
11. AN UNDERDRÀIN IS NOf NECESSARY FOR FOUNDANON DESICN. ROOF
OOMSPOUTS SHOULD DISCHARGE WLL BEYONO THE LIMITS OF
BACKFILL,
12. ÀLL LANDSCAPING AND IRRIGATON DESIGN CUIDELINES DEF1N€D MffINfrE IRONBRIDGE HOA DESIGN REVEW BOÀRD GUIDELINES WLL BE
FOLLOreO OURING ÀND AFER CONSNUCÏON OF HOME
13. A REPRESENTAÏE OF frE GEOÎEHNICAL ENGINEER SHALL EVALUAEfrE COMPACTON OF BE ELL MAERIÀL AND OBSERW ALL FOOTNG
EXCAVATONS PRIOR IO CONCREE PLÀCEMENI FOR BEARING
coNDtïoNs.
EROSION AND SEDIMENTAÏON CONTROL NOTES
1. CONIRACTOR fS RESPONSTBLE FOR |NSIALLÀION AND MÀ|NENANCE
OF ALL IEMPORARY EROSION CONIROL MEASURES.
2. DUSI CAUSED BY EXCÀVAÌON, ÍOPSOIL REMOVAL OPERANONS, OR
ROAD BASE PLACEMENI SHALL AE CONROLLED AY frE CONNACIOR
AT HIS EXPENSE. THE ENGINEER OR CIÛ MAY REOUIRE BE
CONRACIOR A1 ANY lME fO OISCONTINUE CONSNUCNON ACNVNES
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UISN6 PROPERÛ lNE
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SS U AS NOED
6AE V{W N NOED
DOUBLE SERVICE
SINGLE SERVCE
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PROP SPOT ELEV,
GRADE CONTROL
TOP OF WALL
TOP OF CURB
BOIÍOM OF CURB
TOP OF SIDEWALK
000.00
0.o% G.c.
-tw 000.00
TC 000.00
BC 000.00
TS 000.00
UNNL DUSÍ CONDINONS ARE REDUCED IO ffE COUNry'S
SAÏISFACÍION,
3. MAINENANCE OF PROPÉR DRAINACE AND CLEANING EMPORÀRY
SEOIMENT CONTÀ]NMENI DURINC ilE PROGRESS OF ftE CONNACI IS
ESSENÏAL, ANY OAMAGE OUE IO IMPROPER MAINENANCE OF SAID
DRAINÀCE PRIOR IO FINAL ACCEPTANCE OF flE PROJECT WLL BE
fr E CONRACIOR,S RESPONSIBIUry.
4. AMP'S SHALL BE INSTALLEO AEFORE ÀNY EARff DISruRBING
ACTIVIIES COMMENCE.
5. SÍORM WAER DISCHARGES ROM CONSNUCÎON ACÌVNES SHALL
NOT CAUSE, HAVE frE R€ASONÀBLE POTENÏAL TO CÀUSE, OR
MEASURABLY CONNIBUIE IO AN VOLAÏON OF ANY WAER QUAUÌ
SfÀNDARD
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6- CONSRUCÎON SHALL BE PHASED IN A MANNER TO LIMIT EARfr
orsruR8tNc acnvnEs (.E. frE ENÌRE PROJECT SrE SHOULD NOT
BE DISruREEO IF CONSNUCNON WLL ONLY BE OCCURRING IN ONE
PARNCULAR 5EClON).
7. SEDIMENT CAUSED BY ACCELERÀED SOIL EROSION SHALL BE
REMOWD FROM RUNOFF WÀER EEFORE IT LEAVES BE
coNsmucnoN stE.
A. BULK SIORAGE SRUCruRES FOR PETROLEUM PRODUCIS ÀND ÀNY
OTHER CHEMICALS SHÀLL HAW SECONDARY CONIAINMENT OR
EOUIVALENÍ PROECTION fO CONTAIN AIL SPILLS AND PREWNT ANY
SPILIED MAER¡AL FROM ENERING SIAÍE WAERS.
9 ilE EROSIOÑ CONIROL PLÀN SHALL BE CONIINUOUSLY UPOAEO TÔ
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REFLECT NEW OR REVSED BESÍ MÀNAGEMENI PRÀCNCES (BMP,Sì)
DUE TO CHANGES IN DESIGN, CONSIRUCION, OPERATON, OR
MAINENANCE OF NE CONSRUCTON SIE. UPDAES MUST BE MAOE
Wfr1N 72 HOURS FOLLOWNG ffE CHANGE IN BMP'S,
10. frE CONRACTOR SHAU TNSPECT frE CONSnUCION S|TE (TNCLUD|NG
ALL BMPS, STORACE CONTATNERS, AND CONSnUCION EaUrpMENr) À
MINIMUM OF EVERY 14 CÀLENDAR DAYS AND WÊIN 24 HOURS AFTER
^
s,d 5' 10
SCALE l = l0
I A PRECIPIIAION EWNT OR SNOW MELT BAT MAY CAUSE SURFACE
EROSTON.
11. IHE CONNÀCIOR SHALL KEEP A R€CORO OF ALL INSPECIONS ON
SIE AND AVAILABLE FOR REVEW BY CIIY SÍAFF. INSPEC¡ON
REPORIS MUSÍ IDENÏFY ANY INCIDENTS OF NON_COMPLIANCE Wfr
IHE TERMS ÀNO CONOIÏONS OF frE PERMII
12. SMAW BALES SHÀLL NOI BE USED FOR PRTMARY EROSION OR
SEDIMENÍ CONROL (,E, SRAW BALES MAY BE USED FOR
REINFORCEMENI BEH{ND ANOfr€R 8MP SUCH AS SILT FENCE)-
lJ. BVPS INENDED FOR SHEEI FLOW SEDIMENI RUNOFF SHALL BE
PLACEO PARALLEL TO frE SLOPE.
14, ALL BMPS SHALL BE CLEÀNED ffiEN SEDIMENT LEWLS ACCUMULAE
fO HALF ilE DES]GN OF frE BMP UNLESS OüERWSE SPECIFIEO.
1s. ALL PORÌA-POñ SmUCTRES MUST BE FRMLY SECURED Wfr #4
REBAR ANCHORS OR EOUAL. MUSI BE PLAC€D AWAY FROM FLOW(NES OF SNEET, SWALES, RAIN GARDENS & AWAY FROM INLEÍS-
16- SÎOCKPILES OF SOIL OR OfrER ERODABLE MATERIALS MUST BE
MÀNÀCED SO frAI SIORMWAER DOES NOI COME IN CONIACI WfrfrE PJLE AND POENTALLY WASH POLLUTANIS OFFSIE, Af A
MINIMUM SÍOCKPILES SHALL BE ROUÎNELY ffifED AND/OR
BLANKEEO AS WLL ÀS INCLUDE AN EROSION SOCK PERIMETER
BARRIER fO PREV€NÍ WND EROSION AND SEDIMENT NANSPORÎ
OFFSIE- SIOCKP1LES NÀT ARE INACNW FOR MORE NAN 7 DAYS
WLL REQUIRE SOIL EINDER OR HAW MUCLH/MULCH ÍACXIFIER
ÀPPLIED,
17, EROSION CONIROL SLANKEIS SHALL 8E INSÍALLED ON ALL SLOPES
EXCEEDING l:1.
]F DRAWNG BAR DOES NOT MEASURE 2"
HIS PRINT ]S NOT fO SCALE
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GEOIECHNICÀL NOE:
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REFER TO BE H-P KUMAR INC SUBSOIL SruOY FOR IOUNDANON DE5ICN FOR LOÏ 65
OF IRONBRIDGE FOR INSMUCÍIONS ÀNO RESTR1CÏONS ON GRAÐLNG ÀND DRÀ1NAGE
FOR üE PROPERIY.
FLOODPLAIN NOIE:
THE ROARING FORK RIVER FLOODPLÀIN DOES NOI EXENO IO frIS SIIE. NO
FLOODPLAIN ON friS LOf PER FEMÀ MAP PANEL #080205]4658 EFF. DAE JANUARY
3, 1986
WAER SUPPLY NOEI
BEARINÊS
ffE IRONBRIDGE SUBDIVSIQN IS SUPPLIED FROM A MUNIC|PAL WAER SYSTEM AND NO
MLLS ARE LOCAED OR ASSOCIAED.