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CÁII 31I BÉFORE YOU DIG.
IO CONIACÍ ENCLNEER
UIILIñ INFORMÀ¡ON
WARNING !]II CONIMCIOR 1O FIELO VERIry
ALL EXISI. UI]LIIES VERIICALLY ANO
HORIZONIALLY PR]OR IO CONSIRUCIION,
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CONTMCÍÔR TO VERIry
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15.044 Sa.Fr
O.35 ACRE ù
PARCEL No,
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A ÍRACT OF LÀND SIIUAEO IN LOÏ 56 ACCORDING ÏO THE PLAI OF RONBRIDCE
PLANNED UNII ÐEWLOPMENI PHASE [, RECORDED AS RECEPNON NO. 868J09.
SEC¡ON 1, IOWNSHIP 7 SOUfr, RAN6E E9 WESI OF frE 6fr. PRINCIPAL MERIDIAN,
COUNfr OF GÁRFIELD, STATE OF COLORAOO
UTILITY CONSTRUC-IION NOTES
1. ffE CONRACIOR SHÂLL CONIAIN HIS CONSRUCNON OPERAÎONS WTHN IHE
LIMITS OF CONSIRUCTON (ON LOI ÀND WIHIN RIGHT OT WÀY). CONMACIOR SHALL
NOI OPERÀIE OUISIDE frIS AREA
wfroUI fHE PRIoR coNsENI oF frE PRoPERIY onER(s) INVOLVEO.
2. BE LOCA¡ONS OF UNOERGROUND UIIUNES tsAVE BEEN PLOMD BASED ON UNLIil
MÀPS. LOCAIES OR OfrER INFORMÀIION PROVDEO BY UNLIIY COMPANIES ANO
ACruAL FIELD LOCAIONS N SOME INSIÀNCES,3. II IS frE RESPONSBILIIY OF frE CONMACIOR TO CONIACÍ ALL UTLITY COMPÀNIES
FOR FIELD LOCÀNON OF UIIUNES PÂ]OR IO CONSIRUC¡ON-
4. ALL UTLITES, BOÊ UNDERGROUND ÀNÐ OVERHEAD, SHALL REMÀN N CONNNUOUS
SÊRVCE BROUGHOUI ßE ENÌRE CONSRUCION PERIOD.5. frE CONIRACfOR SHALL 8E RESPONS]BLE AND LIABLE FOR ANY DAMAC€S fO, OR
INTERRUPIÌON OF, SERVICE5 CAUSED BY CONSNUCTION.6. CONNACIOR SHALL COORO]NAE ALL U¡LIñ LINES Wfr THE RESPECÏW IIILIIY
COMPANY PRIOR 1O CONSIRUCNON.7. WÀTER AND SEWR PIPE JOINTS SHALL BE MECHANICALLY RESfRAINED IO REDUCE
frE R|SK OF JOINI SEPARAIION IN IBE EVENT OF EXCESSIVE ÐFFERENIIAL
SENEMENI WAÍER ANO SEMR EXENSIONS SHÀLL MAINIAIN A MINIMUM OF IO FT
SEPARAIIONA. CONMACTOR IO LOCAIE EXISINC UNUNES AND NOIIFY ENG¡NEER OF ANY
DISCREPÀNCIES.
LOT GRADING AND DRAINAGE NOTES
], EXISIINC AND PROPOSED CONTOURS ÀRE AI ] FI INTERVALS.2. CONTRACTOR IO VERIFY GRADES ACROSS SITE 1O ENSURE frAf IHE
INSIÀLLANON OF frE ORA]NACE IMPROWMENIS ARE IN COMPLIANCE
Wfr ftE INIENI OF frE DESIGN RECOMMENOAÏONS ILLUSIRATEO
HËRE]N ANO ON THE DRÀINAGE PLAN, 12 MINIMUM SLOPË SHALL 8E
MAINIAINED OWR PROPOSED CRÀDE.
J. frE ENGINEER SHALL BE MAOE AWARE OF ANY EXISTING GRADES
ffAT MAY NEGANWLY IMPACI frE CONSIRUCTON OF TÉ CRADING
ÀND DRAINACE IMPROWMENTS.4. frE CONNACIOR MUSI IMPLEMËNT BESÍ MANAGEMENT PRACTICES
(aMps) fo MrNrMtzE frE maNsPoRrÀnoN oF sEorMENl BEYoNo BE
LIMIIS OF DISruRBANCE.5. frE CONNACIOR SHALL CONÍAIN HIS CON5NUC¡ON OPERATIONS TOüE AREA MfrIN frE L1MIIS OF DISruRBANCE, BE CONRÀCIOR
SHALL NOI OPERÀE OUIS]DE THIS ÀREA WBOUT frE PRIOR
CONSENT OF frE PROP€Rñ OMER NVOLVED,6 COMPACNON IN EXCAVÀIED ÀREÀS SHALL AE 952 SIÀNDARO
PROCIOR DENSIry AS SPECIFIEO IN BE GEOTECHN]CAL REPORI.7. fr€ UÎLITIES AS SHOM, MAY NOf REPRESENT ACruAL F1ELO
CONDIIONS. frE CONRACIOR StsALL CONIÀCI ALL UÍLIÙ
COMPÁNES FOR FIELD LOCAÎONS OF UTILITIES PRIOR TO
coNsïRUcTroN.8. ALL SPOI ELEVATIONS AND CRAD]NC CONCEPIS SHALL BE FIELD
VERIFIED PRIOR IO CONSMUCIOÑ, ANY DEVIAÎONS SHALL BE
COOROINAIEO WÊ IHE OMER. ENGINEER AND LANOSCAPE
ARCHIIECI.9, ffE CQNTRÀCIOR SIÂLL ADHERE IO ALL GEOTECHÑICAL
RECOVMENDÀTONS.
ro.oESrcN aAsED oN 6" OF EXPOSEo FOUNDÀ¡ONS/s1ÀB CONCREfE
MINIMUM WN 6 FI OF FÀLL AWAY FRO THE HOME WBIN NE FIRSI
5 FI OF PËRVOUS LANDSCAPINO AND A MINIMUM SLOPE OF 3'' OF
FÀLL AWAY FROM THE HOME WNIN ÊE FIRSI 10 FI OF PAVED
AREÀS. MA]NIAIN POSNE DRA]NAGE ÀWAY FROM SMUCruRES N
ALL DIRECNONS AI ALL NMES.I]. AN UNDERDRAIN IS NOI NECESSARY FOR FOUNDANON OES]CN. ROOF
OOMSPOUIS SHOULO DISCHARGE MLL BEYONO frE LIMITS OF
BACKFILL.
I2. ALL LANOSCAPINC ANO IRRIGANON DESIGN CUIDELINES DEFINED WfrIN
rHE IRONBRIDCE HOA DE5IGN REVEW BOARD GIDELINES WLL 8E
rOLLOÆD DURINC ANO AFER CONSTRUCÎON OF HOME
13. A REPRESENTAIIW OF HE CEOIEHNICAL ENCINEER SHALL EVALUATEfrE COMPÀCNON OF frE FILL MAIERIAL AND OBSERVE ÁLL FOOÌNG
EXCAVANONS PRIOR IO CONCREE PLACÊMENT FOR BEARING
CONDITONS,
EROSION AND SEDIMENTATION CONÍROL NOTES
I. CONIRACIOR IS RESPONSIBLE FOR INSIALLAÌON AND MAINENANCE
OF ALL ÍEMPORARY EROSON CONIROL MEASURES,
2. DUSI CAUSED 9Y EXCÀVAIION, IOPSOIL REMOVAL OPERANONS, OR
ROAD BÀSE PLACEMENT SHALL BE CONTROLLED BY NE CONRACIOR
AT H]S EXPENSE. AE ENCINEER OR CIÌ MAY REAU¡RE frE
CONIRACÍOR AI ANY NME IO OISCONIINUE CONSRUCNON ACIIVÎES
UNNL DUSI CONO¡TONS ARE REDUCED IO ÈE COUNfr'S
SAIISFACTION,
f. MAINÊNÁNCE OF PROPER DRAINAGE AND CLEANINC IEMPORARY
SEOMENf CONIAINMENI DURING üE PROGRESS OF fHE CONTRACI IS
ESSENNÂ1. ANY OAMACE DUE TO IMPROPER MAINENANCE OF SAID
DRÀINAGE PRIOR IO FINAL ÀCCEPIÁNCE OF ÊE PROJECI WLL BE
IHE CONMACIOR,S RESPONSIBILIIY.
4. BMP'S SBALL BE INSTALLED BEFORE ANY EARN D¡SruRBINC
ACIMNES COMMENCE.
5. SIORM WAIER DISCHARGES FROM CONSIRUCNON ACNVINES SHALL
NOT CAUSE, HAVE
'HE
R€ASONABLE POTENTIAL 10 CAUSE, OR
MEASURABLY CONIRIBUE IO AN VOLAION OF ANY WAIER QUALITY
SIÀNOARD
6. CONSTRUCNON SHALL BE PHASED IN A MANNER IO LIMII EARfr
DISruRBIN6 ACIIVÎES (l.E. IHE ENNRE PROJECT SE SHOULD NOI
BE DISIURBED IF CONSIRUCNON WLL ONLY BE OCCURRINC N ONE
PARIICULAR SECTON).
7. SEDIMENI CAUSED AY ACCELERAEO SOL EROSON SHALL BE
REMOWD FROM RUNOFF WAER BEFORE II LEAVES frE
coNsmucnoN stF
8. BULK SIORAGE SNUCruRES FOR PEIROLEUM PROOUCIS ÀND ÀNY
OBER CHEMICÀLS SHALL HÀW SECONDARY CONIAINMENI OR
EOUIVALENI PROÉCNON IO CONTAN ALL SPILLS ÀNO PREVENT ANY
SPILLED MAERIAL ÊROM ENIERING SIATE WÀreRS.
9. IHE EROSION COÑIROL PLAN SHÀLL AE CONIINUOUSLY UPDAIEO TO
REFLECI NEW OR REVSEO BEST MÀNAGEMENT PRACNCES (BMP'Si)
DUE TO CHANGES IN DESICN, CONSIRUCNON, OPËRANON, OR
MAINIENANCE OF THE CONSRUCNON SÌIE. UPDAÍES MUSI BE MADE
WfrIN 72 HOURS FOLLOWNG frE CHANCE IN BMP'S.
10, IHE CONRÀCIOR StsALL NSPECT THE CONSNUCTON S1IE ONCLUÐNG
ALL BMP5, STORAGE CONIÀINERS, AND CONSRUCNON EOUIPMENI) A
VIN]MUM OF EVERY I4 CÀLENDÀR DAYS AND WTHIN 24 HOURS AFER
A PRECIPITATON EVENI OR SNOW MELI IHAÍ MÀY CAUSE SURFACE
EROS!ON.
11. ÊE CONRACIOR SHALL KEEP A RECORD OF ALL INSPECNONS ON
SIIE AND AVAILABLE FOR REVEW BY CIIY STAFF. INSPECTION
REPORTS M!ST IOENNFY ÀNY INCIDENIS OF NON-COMPLANCE Wfr
IHE IERMS AND CONDI¡ONS OF frE PERMIÍ.
12. SMAW BALES SHALL NOT BE USED FOR PRIMARY EROSION OR
SEDIMENT CONIROL (,E, SNAW EALES MÀY AE USED FOR
REINFORCEMENI BEH ND ANOfrER 8MP SUCH AS SILÍ FENCE).
1J, BMPS INENDED FOR SHEEI FLOW SEÐ MENT RUNOFF SHALL BE
PLACED PARALLEL TO frE SLOPE.
14. ALL BMPS SHALL 8E CLEANED WEN SEO]MENI LEWLS ACCUMULAE
IO HÀf ffE DES16N OF frE BMP UNLESS O]HERWSE SPECIFIEO.
15. ALL poRlÀ-pofy SBUCruRES MUSÌ AE FTRMLY SECURED Mfr #4
REBAR ANCHORS OR EQUÀ1. MUST BE PLACED AWAY FROM ELOW
LINES OF STREET, SWALES, RÀIN GAROENS & ÀWAY FROM NLEIS.
16. SIOCKPILES OF SOIL OR OIHER ERODAALE MAIERIÀLS MUSI BE
MÀNAGEO SO IHAÍ SIORMWAIER DOES NOI COME IN CONIACI Wfr
IHE P]LE ANO POTENNALLY WASH POLLUIÀNIs OFFSIE. AI A
MINIMUM SIOCKPILES SHALL 8E ROUNNELY WEIIED ANO/OR
ELANKEED AS ÆLL AS INCLUOE AN EROSION SOCK PERIMETER
BARRIER IO PREVENT WÑD EROSION AND SEDIilENI IRANSPORI
OFFSiÍE. SIOCKPILES IHÀT ÀRE NACTIVE FOR MORE frAN 7 OAYS
WLL REQUIRE SOIL BINDER OR HÀVE MUCLH/MULCts TACKIFIER
17. EROSION CONIROL ELANKETS SHALL BE INSIÀLLEO ON ALL SLOPES
EXCEE0ING 3:1.
LEGEND
&I
SIRET CÊMERUNE
CAIE VAVE N NOIEO
DOUBLE SERVICÊ
SINCLE SERVICE
\(7
aè +
ø
I
D
S
o
/2 o.
PROP SPOT ELEV.
GRADE CONTROL
TOP OF WALL
TOP OF CURB
BOTTOM OF CURA
ÏOP OF SIDEWALK
000.00
o.o% G.c.
TW 000.00
TC 000.00
BC 000.00
ls 000.00
BEÑCHMARK
=5959 3
4
f
,;
lø
QV
€5
]F ORAWNC BAR OOES NAT MEASURE 2"
h¡S PRNT IS NOT îO SCALE
COMMON AREA
PARCEL NO.
239501330102
GEOÏËCHNICAL NOIE:
REFER IO frE H P KUMAR INC SUESOL SruDY FOR FOUNOAÎON DESIGN FOR LOI 65
OF IRONBRIDCE FOR INSTRUCIIONS AND RESIRICTONS ON GRADING ÀND DRÀNAGE
FOR frE PROPERTY,
FLOODPLAIN NOIE:
ÊE ROARING FORK R]WR FLOODPLAIN DOES NOI EXIEND IO frIS SIÍE- NO
FLOODPLAIN ON IHIS LOI PER FEMA MAP PANEL #08020514658 EFF. DÀE JANUÀRY
3, 1946
WAER SUPPLY NOTE:
IHE ]RONERIDGE SUBDIVSION IS SUPPLED FROM A MUNICIPAL WAER SYST€M ANO NO
WLLS ARE LOCATEO OR ASSOCIAED.
11
CORNER
CORNER
sÉcTtoN 1. r7s, R89W . .
4'IRoN PìPE
GLO LOf27
sÉcfroN 1 t7s. R89w
V3' ALLOY CAP 'GARCO' 1967
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