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r) sEr t8in. tRoN PIN wtH 1-25' YELLOW PUSÍ rC CAP 1W3875
EXIST]NG 5' MAJOR CONIOUR
EXISINC ]' MINOR CONIOUR
PROPOSED 5' MAIOR CONIOUR
PROPOSEO ]' MINOR CONIOUR
PROPOSEO FLOINE
SEDIMENI CONIROL FENCE
sEDIMENI CONfROL FENCE
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EIISTINC SANIIARY SEWER LINE
CONCREIE
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-
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PROPOSTD SANIIARY SEÆR LNE
FIISINC WAIFR ] INF
ELEPHONE PEDESIAL
ÉLÊCIRICA PEOÊSTAT
ROOF LINE
--{900---590t
5900-
59C1
20 NOTES
1. LOÌS2T9tNTHENENDEOFtN{PUIOFAL@K2PtrE[(dCÊPf1O1S27i,274,286,2ü,2S,ND2S)OF
FINAL ÞUIOF IRONBRIOGE PWNÊO UNITOEWIOPMENIPHASE il, FILINGS 1,2 ND 3 ACCOROING TO THE
PUT RECORDEO JULY 22.2014 UNDER RECEPTION &iq1, COUNÛ OF WFIELD, STAÍE OF COLO@O.
2, OATE OF FIEIO SURVEY: JULY 7, 2021 ,
3. FOR ALL INFORMAÍION REGMOING ilSEMÊNÌ R¡GHfS¡F-WAY ND/OR ÌIILE OF RËCORO, HIGH COUÑIRY
ÊÑGIÑEERING, INC. RELIEO UPON TINE COMMITMENT NO. A8S63016'*'0 ISUED AY WDTIILE GUAMNIEE
COMPNY. EFFECÍIW DATE: DECEMBERIS,2020. rHlS PROPERry ß SUilECTTOAL CONoIIIONS NO
RÊSmCnONS COñlAtN€O f ÉEREtN.
4. [L SURVEY MONUMEMAI¡ON LOCATIONS INSTALEO AS OEPICED ON THIS PUT WERE OBIAINED FROM IHE
ORIGINA! SURWY DATÀ IN THEARCHIWS OF HIGH COUMY ÊNGINEÉRING,INC. ÞER¡VÉO FROM IHE
NENÞEO FTNAL Pút OF BTOCK 2 OF PHÆÊ [, (EXCEPT LOÌS 271,274,2&,288,2$. AND 2S)AND ALOCK 3 OF
PMSE il, {UCEPTIOIS 250,29,2S,259,260, ANO 2æ) OF THE FtN[ PUT OF TRONBRTOGE PUNNED UNI
DEVELOPMENI PUSE [, FIL¡NGS 1,2 ¿ 3, REæRDÊOAS RECEPIION NUMBER 85191, COUNÛ OF GÆFIETO,
STATE OF COLOMOO. IHE SAID PUT RECOROED 2JULY2O14 UNDER RECENþN NUMBER ff191.
øRFIELD COUNW, COLOruO.
5- IHE ACTUA LOCAIION OF UNÞÉRGROUNÞ UfILIIIES MUSI SË FIÊLÞ VERIFIED PRIOR TO CONSIRUCTION.
6. ÊLryAIIONS SHOWN HEREON WERE OERIVED FROM GPS OBSERVAIIONS ON O}29.202i AND ARE BASEO ON
NORIH AMERICN VERIICAI DAruM OF 1 S8 (NAVD&) WHICH OAIA WAS OBIAINEÞ ÊROM IHÉ MI¡ONAL
GÉOÞÊÌ¡C SURVry ON{NÊ pOStf¡ONtNG USERSERVTCE (OPUS).
7, COÑIOURINTERVALEOUÁS I FOOT,
(N U,S. SURVryFEM
10. CHNGESIO IHE GN¡NG PUN ÑO DMINAGE SWL SÉVÊRIFIED IHROUGH IHÊ ÊNGINEER OF RECORO PRIORIO
BEING COMPLFED IN üE FIED.
11. NORIHNERTCNGREÊNSlSEROSÍONCONÌROLSNkÊl{ORÊQUrV{ÉNr)tSlOSÊPUCEOON4LSLOPESGR4ER]ru3I.
13, frE IRONBRIDGE SUADMßION IS SUPPLIED WAÍER FROM A MUNICIPru SYSIEM. NO WETLS fO BE LOCAEO,
14. INIERIORIWGE SWIO SLOPE IO FRONÍ OF MMGEAT il4'PER F@I
f5. IHE SWÆ SLOPE fO BE A MINIMUM OF 3% NO MUST BE Af IASI 5 OFFSET FROM BE FOUNDAIION,
16. UNDSMPING CANNOT IMPÀCT GMDINGAND OMIMGE ON THE SIE, WDSCÀPING BAI REOUIRES REGUUR
HAW IRRIGAION SHOULD BE 6ÊYONO 5' OF NÉ FOUNDA¡ON WALS.
17, AN UNDERDMIN IS NOT NECESSARY FOR THE PROPOSËO FOÙNDAIION DESIGN. RæF DOWNSPOUß SHOULO
DISCNGE WELL AryOND TÉ LIMÍS Of SCKFILL.
8OÑD GUIDÊLINÊS W[ BE FOTIOWËD OURINGNO ÆR CONSfRUCIION OF HOME.
19. AREPRESENTAI¡VEOFIIEGEOECHNICALENGINEERSHOULOEVATUAIETHECOMPACIIONOFIHEFILLMIERAS
ND OSSERVEAI F@IIÑG EXCAVATIONS PRIOR IO CONCRÊTÉ PúCÊMÊNÍ FORAffiING CONDtr¡ONS-L REFÊRtOfrEKUW&ASSæÁEStNC,SUæO|LSÌUDYFORLOt2T9|RONER|DGE{PROJECÌNO,2!7-591,
ÀUGUSI9,2021)FORFOUNOAIIONDÊSIGN FOÂANDFORRESNIC1ONSONGrcIÑGNDDMINAGEFORNEGRAÍE=5966.50'
INV lN=sS62.47'
INV OUT=5962.37'
SUMP=5961.87'
20, WATER ND SSER PIPE JOIMS SHOULD 8E MECHNICALLY RESTMINEO OUE fO HIGH POÍENIIAL FOR
OIFFERENTI& SEMEMENT, WAIER NO SEWER SERVICE EFENSIONS SHIT MIMAIN A MINIMUM OF IO'
9. DESIGN BASED ON 6'OF qPOSED FOUNOATIOÑSUS WIIH MINIMUM WTH d OF FM AWAY FROM frE HOME WÍHIN
THE FIRSI 5'OF PERV¡OUS WDSCÆING. NDAMINIMUM SLOPEOF 3'OF FIIAWAY FROM IHE HOMEWTHINÊE
FIRST IO'OF PAVEOAR4S. MIÑÍAIN PGITIVE DMIMGE AWAYFROM SNUCruRES ìNALL OIRECTIONSATÀTL
TIMES.
(
5'ø NYLOPUST ,/44ßlf,4 3Ct1-/
40PVC@1.7o/ø
SLOPE
C\BASIN
GRAfE=5965.60'
INV lN=5961.61'
INV lN=5960.94'
INV OUT=5960.84'
SUMP=5960.34'
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'_ sffi _-GRATE=5S66.50'
INV lN=5962.98'
INV OUT=5962.88'
SUMP=5S62.38'
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RIM=5966.50'
INV =5963.67'
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GmTE=5s65.05'
INV lN=5962.37'
INV lN=5961.70'
INV
OUT=5961.60'
SUMP=5961.10'
40 PVC @2.5Vo
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INV =5963.23'
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