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HomeMy WebLinkAboutSite Plan95 "6s9 -É' ri -N" 12 7" SIEPS t¿ 9L%\ .ã colotuoo s1r (\6.r"",LXY,?S- nbnN dÊ$ :6ô: Ësò I{rã d-oL züZ ó t¡¡>¡11.(J<C@ +uoç -': iâH ¡ RãR i 9ï;ozo¡I È(, o z oz E l¡J I¡J zoz l¡¡ É,Fzfo U III m zq o;UÍ U ko Éô m ir -{.eå\ 1235.1 300 \l' "/'\ \ SIEPS IS:3A ,-9 GARAOE FLOOR ORAIN (IYP.) CRAIE ELEVS 5936.47 PROPOSED SWALE ì I """ ,,,,,,,,* ^," -t t#T*.J *tata"t \ I (o N FnOıJÉfi<8iüÈt=4aOXl<XoÉ,ãuuJOUJ#oFEd,oÀo"z og PROJECT NO. 22r ro25.OO NOTES I. LOT26.IRONBRDGEPUNNEOUNITOEVELOPMEN¡ PHASE[I FILINGI.COUNWOFGARFIELD.SIAIEOF 2 DAIE OF FIELOSURVEY: MAY 16AND MAY 27. 2021 GRAPHIC SCALE (IN FEET)3 FORATLINFORMI¡ON REGARDING 4SEMENIS. RIGHIS OF WAYANO/ORTIILEOF RECORD. HIGHCOUNIRY ENGINEERING. INC RELIED UPONIIILECOMMIfMENTNO AASüO161gIO ISSUEO AY UNDIIÍLE ( GUAilNIEECOMPANY ÉFFECIIVEOAIEìOECEMBERIS,2020IHISPROPERIYlSSúBJECIIOALL 4 AILSURVEYMONUMENIAIION LOCAÍIONS INSIAILEOASOEPICÍEO ONIHIS PUf@REOAIAINEO FROM IHEORIGINAL SURVEY DAIAIN IHEARCIIVESOFHIGH COUNIRY ENGINEERING, ¡NC. OERIVED FROM IIE0PUfOF IRONBRIOGEPUNNEO UN¡T DEVÊLOPMENTPHASEilI. RECORDEDSEPTEMAER22.2Ol5 UNOER RÊCEPfIONNO. 868309.COUNryOFGAR'IELO.SIAIEOFCOTORADO. l$5. IHÉ ACIUAT IOCAIION OF UNDERGROUNO UIILITIES MUSI AE FIETD VERIFIED PRIOR IO CONSIRUCIION 6 ELEVAI¡ONSSHOM HEREON ARE BASEO UPON ASIIE,SPECIFIC ELEVATION OATUMAS OEFINEDANDAASED UPONfHESIfEÉENCHMMKOELINAIEDH€RON. 7. CONIOURINIERVAL EOUALS 1 FOOI L RÊFERfOBEKUffi&ASSæ|AÌEStNC.SUSSO¡LSTUOYFOR[Ot26|RONBRIOGE{PRqECTNO.21-79, UY 7,2021) FOR FOUNDAIION DESIGN ND FOR RÉSMICÍIONS ON GWIÑG NO DMIMGE FOR ffE \ \. -- \ ì\ \ 9. DESIGN SÆED ON 6'OF qrcSEO FOUNDAIIOMSUB WIß MINIMUM WTH 6'OF FALL AWAY FROM ffrE XOME WftIN fHÈ FIRSI5'OÉ FÉRVIÔUS UNOSCÆING. NÞ AMINIMUM SLOPË OF 3'OF Ê{IAWAYfROM flE HOME WÊINIHEFIRSTlO'OFPÀVEOMæ. MINIAIN PæIIIVE DMINAGEÀWAYFROM SNUøURESIN&I DIRECIIONSAI4L¡MES, 6. CWGES TOTHEGMING PN ANÐ DMINAGE SIAL BE VERIF¡EOTHROUGH THE ENGINEER OF RECORO PRIOR IO BEING COMPLÊIËO INÛÈ FIÉLD. 7. NORûMERIùNGREENSl5OEROS¡ONCONNOLSUNKET(OREOUIVALENT)ISTOAEPUCEOON[LSLOÞÉS GRAfERTUN 3J. 8, THE ROMING FOM RIVER (@OPUIN DOES NOI ÑEND TO ftIS SIIE. 9. IHE IRONARIDGE SUBOIVISION IS SUPPLIED WAIER FROM A CdMUNIW WÀT€R SYSTEM. 10. fHÈ SWAÊ SLOPÊ fO SÊ A MIÑIMUM OF 3% IF WNIN fO'OF ÛË ÉOUNDAION. 11. NDSCÆINGCNNOIIMPACIGMDINGNODMIMGEONIHESIIE, NDSCÆINGfrATREOUIRESEGUW HAW IRRIøTION SHOULD BE BEYOND SOFTHE FOUNOATIONW[LS, \\ \ -$ \\,12. FOUNDANONÚÑOËOMNSMLLBÉINSIALÊOPERGÊOfECHNICARÊøÍMÉNDAIONS. R@FOOMSrcUTS SHOULO OISCMRGEMLL BEYONO NE LIMITSOF BACKFILL,\\DÀYLCHI GARACE ORAÌN PIPE NVERI:592S.49 13. ÀLWOSCAPINGNDIRRIGAIIONDESIGNGUIDELINESDEFINEDWIHINNËIRONSRIOGÊHOADËSIGNRWIEW EOMDGUIDELINESWLL BE FOLLOffiD DURING NDAñERCONSIRUCIION OF HOME. 14. A REPRESENÍAIIVE OF IHE GEOECHNICAL ENGINEER SHOULD WIUAIE THE COMPACTION OF THE FILI \ È ìs-ri i:LaalFc TRANSFoRUER INSIALL R]PRAP FROM PIPE OUIL FI 10 PROPERIY LINE\ E 1 :r ùC aÀlv PEDE\aL MIERIAS NO OBSÊRVÊ & FOOIING ÊXCAVAIIONS PRIOR IO CONCRñÉ PUCÊMÉNI FOR B4RING coNotTtds. 5AÌr r¡F :ailEF \,1ÀN!tLt ----Æ' \\ 15. WAERNDSSERPIPEJOINISSHOULOBEMECHNIøLIYRESRINEODUEIOHIGHPOIENIALFOR OIFFERENIA SÈruMEM. WÀERND SflÉR SERVICE ffENSIONS SHIL UINIAN A MINIMUM OF 10' \,Iô, INSTALLFOUNDATINUNOEROMINPERGEOECHNICIREPORTNDSIRUCTUMLPUNS.SUMPPUMPIN CMISPACE DESIGNED BY OIHERS. 17. CONÌMCTORfOVERTtrLOCA1oNOF grSlNGGÆSERUCE. 13, P€RRÉSOTUIIONNO.2OlÈ16,IHEMINIMUMPRIMARYBÚILDINGSEÍBACKSAREIHEFOTLOWNG FRONÍ: 40 FOR LOISIHAIAREAMINIMUMOF200 DEEP:30 FOR LOISLESSIHAN 200 DEEP RAR: 50 FORLOfSTHAIAREAMINIMUMOF 20O OEEP:25 FOR LOIS LESSIHAN2@ DEEP. SIDE: 30 FORLOIS200 MINIMUMWDÍH:25 FOR LOIS LESSIHAN 200 WDIH.R=230.OO' CH BRG=N1 1'1 1 2A w CH DlSl= I 35.44' ù 5952 60 0' PUBLIC ROW 86A LF OF 4" SCHEDULE 40 PVC wlH 2.3% SLOPE (2 OZ MÌN )'nl3lì '-'ñ ,lÞ t/\- < tÐ_:t \2 rl'. li,ll ]8A LF OF 4" SCHEÐILE 40 PVC PIPE w[H 2.3% SLOpE (2 0% M N.) BELOW BOÍIOM OF FOOIER ì I À=50'59'2s R=35.æ' DIST=31.l 5' øÍ13.¿'efå.'í ûe'' ,'/l CH BRG=Ni 9'3346"W CH DlSf=30.13' \.-',/\ PROPOSFD NFCtsBORINC 8!ILDING MAIN LEVEL FFE:5937 50 i=26"21 43" R=AO Oo'Y I H" CH BRG=N3l'4937 w CH DIST=36.62' /l i", \", I' I t\ (IN FEEI) 1 i¡.h=4 ft VERICAL \ ttGtN D sEt 5/8 |RON PTNWTH 1 25 YELLOWPUSIIC CAPlS23S75 EXSIINC 5 MAJOR CONIOIR EXSIINC ]' MINOR CONTOUR PROPOSED 5' üAJOR CONIOUR PROPOSED ]' VINOR CONIOUR PROPOSED FLOIINE SEDIMENI CONfROL FENCE EXISIINC ASPHALf TXISIING CONCREIE PROPOSED ORIVEWAY PROPOSED CONCRETE EX Snftc clRa FLourNE IELEPHONE PEOESTAT ELECIRICAL TMNSFORMER IRRIGAIIONVAIVE BOX SANIIARYSEÆR MANHOIE SÍORM SEÆRMANHOL€ sÈreRs€RvtcE stuB l-r! n ttrl tl9 c) #! ASEMENI SPOIEL€VAIION (ADO5900) a :1:'(@- @- ï 2.r&. 84.00 PVI STA:0+27.05' Pvr [tEV: 594r.68 - J a 59 36 5932 592n 5924 5948 5944 5940 5936 5932 5924 592 4 , PV STA: 1+1- Pvi -rLEv: 59: K: 5i91 8.1a J6.0r -\ 1+ 29.94 5936.42 5940 a ln -t; ål*ÈlÈ ml; I ËlË ËlÈ -lR aln I +OO 1+ 20 l+40 I +60 I +a00+00 o+20 0+40 0+60 0+80 ú ú, úó É