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PROJECT NO,
221 1025
SHEET NUMBER
loFI
1 65I RIVER BENDWAY ffi REVIEWED FOR CODE L t) ""' Ì I . I ¡ANCE
Stìtif ECT TO NOTED l:X('l'f 'l I()Ns ñ I\\t,l r I lr )\s
LEGEND
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BOUNDARYOR LOfLINÊ
5ST - EXISIINGMNORCONTOURTINE
5959 - EXISIING MINORCONIOUR LINE
596F PROPOSEOMNORCONIOURTINE
595+ PROPOSEDMINORCONIOURLINE
ROOFPROJECIION
SEOIMENÌCONIROL FENCE
O EIECIRIC PÊOESIAL
! TELEPHONE PEOESIAL
E SNIIARYMANHOLE
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CONCREIE
GARFIELD COUNTY COM T I,()¡,N{ I.,NT
DATE s.zÀ z7 BY
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NOTES
1 OAIEOF FIELDSURVEYT JULY 16,2021.
2 ASSUMED BASTS OF BAR|ñôS FOR lAlS SURVEY lS A BWING OF 56S'0824 E BEMEN 6 rHE SOUIHÆSÌ
CORNER OF SECIION 1. A BTM BMSS CAPANO (B) fHE SOUIHSSI CORNER OF GOVERNMENI LOI 17, A 2¡'
IRONP¡PEWfH3"ALLOYCAPMRXEO'COUNNSURVEYOR.GARFIELDCOÚNW¡S7.
3 FORALL INFORMAIIOÑ REGARDING ASEMENIS. R¡GHTS'OF WAYAND/OR IINÉ OF RECORO. H¡GH COUNIRY
ENGINEERING. INC. RELIEDUPON IIILE COMMIIMENTNO A8S30161&'10 ISSUED BY UNDIIILE GUAMNTEE
CoMPANY EFFEcrlvE DAIE: OECEMBER 18.2020 rHlS PROPÈRry lS SUAJECTTO ALL CONDIIIONS AND
\s942 -4 ALT SURVEY MONUMENIAIION TOCAIIONS INSIALLED AS DEPICIED ON IHIS PUIÆR€ OBIAINED fROM IAE
ORIGINAL SURVEY DAÍA IN IHÊ ÆCHIVES OF HIGH COUNIRY ENGIÑEERING INC OERIVED FROM fHÉ PUI OF
IRONARIDGÉ PUNÑED UNIfDEVELOPMENI PHASÊ fI. RECORDEDSEPIEMBËR22,2015UNOER RECEPIION NO,
868309, COUNry OF GARFIELÞ. SIAIE OF COLOMOO
5, ELEVAIIONSSHOMHEREONAREBASEOUPONASIIE.SPECIFICÈLEVATIONOATUMASDEFINEDANOSASED
UPON IHE SIfÉ BEÑCHMARK OELINAÍEO HERÊON
6 CONIOUR INÍÊRVAI EQUALS I FOOÍ
7 IHEACIUALLOCAITON OF UÑDÉRGROUNDOTILIIIES MUSfAE FIÉLOVERIFIEDPRIOR TOCONSIRUCIION
O, REFER fO lHE KUMR T ASSOCIAES INC. SUASOIL SIUOY FOR LOI S IRONERIOGE (PROJECT NO. 2G7.76, DAIEO
FESRUARY 2,202I) FOR FOUNDAf ION OESIGN AND FOR RESNOIPNS ON CNING NO DMIMGË FOR flE
9. DESIGN BASEO ON 6'OF qPOSED FOUNOATION/SUA Mft MIÑIMUM WfH 12'OF FÆL AWAY FR@ fHE HOMÊ
WftIN THE FIRSÍ 10'OF PERVIOUS UNDSCÆ¡ÑG.NOAMINIMUM SLOPE OF3'OÊ FÀtAWAY FROM IHE HOME
WNN THE FIRSI 10'OF PAVÉO MAS. MAINIAIN POSIIIVE OMIMGÈ AWAY FROM SIRUCIURES IN fuI DIRËCIIONS
10. CMNGES TOIHE GMDING PNND OMINAGESHIL 8E ERIFIÊOÍHROUGHTHE ENG¡NESROF RECOÐ PRIOR
IO EEING COMPIflEO IN NE FIELD,
11- NORTHNER¡CNGtrENSlSEROSIONCONIROLBWKEI(OREQUIVAENI}ISfOBEPUCEDONNSLOPES
GRSTER fûN 3I.
12. ÊE ROMING FORK RIWR FLæDPUIN OOES NOf ffEND IOflISSIE.
13. üEIRONARDGESUBDIVISIONISSUPPLIEDWAIERFROMAMUNICIP{9YSIEM. NOWELLSTOAELOCAÍED-
14. INIERIOR GAMGÊ SW IO SLOPE IO FRONI OF (&OE AIFPROXiMIELY A4' PÈR FOOI.
15- ÊE SWÆ SLOPE TO BE A MINIMUM OF 3% WÍHIN 1O'OF fHE HOUSÊ.
- -
5s43 --
_-- -5943
_ _ _5944
596 -
_ __ _597
- -5946- -
-
,--591-
-
- - -593-,
- - -5949
- - -5950-
-- -59ø- -
-
--599- -
_ -5950- -
- -
5951
I
16, NDSWING CANNOT IMPACIG@INGND DMMGE ON IHE SIÍE. WOSCÆING IUT REOUIRES F
BSW IRR¡GATION SHOULÞ AÊ BflOND lOOF THE FOUNDAIIONWALLS,
17. ÀLWOSCP¡NGANDIRRIGAIIilOESIGNGUIDELINESDEFINEDWÍHINilE IRONBRIDGEHOADESIGN
AOÆO GU¡DELINESWLL BÊ FOLLOWED DURING ANDMERCONSTRUCTION OF HOME.
16 Â REPRESENÍAIIVE OFIHE GEOIËCHNI4 ENGINEERSHOULD W&UAÍE frE COMPACIId OF fr€ FILI
MTERruS ÑD OBSÈRG ÁL FOOÌNG gøVAfIOilS PR¡OR fO CONCRFE PUC€MÈNI FOR SARING C(
19. WAERNOSEWERP¡PE JOIMSSHOUTDBEMECNIdLLYRESIMÑEDÞUEIOHIGH POTENINFOR
O¡FFEREFI{ SMEMENT, WATERNO SffERSERVICË MENSIONS SWL MINIAINAMINIMUM OF I
20. IHE PUT FOR PHÀSE I¡ IRONBRIDGE OOES NOI OEFINE SEBC(S OR ENWLOPEg. flÈ SÑH ÑENOEO
RESIAÎËD PUD GUIDE FOR IRONBRIæE PUD SÐ THE THE FRN SEBCK WAS TO AE 25', Rffi SETBACK
SIDE SEMCKOF 10'¡N LIEU OF ÑO PUT SEBCK$EMLOPE ESIÆIISHED.
21. FOUNDAÍION DMINS EQUIRED FOR BEIOW€ROUND æNSTRUCIION PER GEOIÊCHNICI ÆPORI FOR I
CMWSPACES. CONIACI KUW ND ASSæ¡AIES FOR UNOEROMÑ RECOMMENDAI¡ONS. DANIGHI FO
DMINS fOIHE RWIOWER PORIION OF THE PROPËRÍ ORTO UNOERGROUND DRMLL IF PIPE CNf I
WNN PROPERW, CæRDìME FOUNDAÍION DMIN DËSIGN WIH KUW NO ASSOCIATES.
2, ROOF OOWÑSPOUre SHOULD OISCMRGE WEL! BflONO IHE TIMITS OF [L &CKFILL
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16,851 So.Fr.
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PARCEL NO.
239501 230034
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