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Rl¡,1=5965.50'
INV lN=5958.51'
INV OUT=5958.41
SUMP=5957.91'
LIGTN D
LEGEND
ASPHALT CONCREIE
O sET s/sin. tRoN ptN wtfH 1.25'yELLow pBsltc cAp 1w3875
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PROPERry LINE
EXISTINGS'MAJORCONTOUR
UISÍING 1' MINOR CONTOUR
PROPOSED I MfuOR CONTOUR
PROPOSED 1' MINOR CONIOUR
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CAW PEDESTAL
TELEPHONE PEDESÍAL
STORM SEWER MANHOLE
SANITARY MANHOLE
SAN¡fARY MARKER
ELECTRIC PEDESTAL
WATER CURBSTOP
GAS MARKER
SÍMW WADDLE
SPOf ELEVATION
(ADD 5000)
SLOPE ARROW
a160
-
-
FLOWLINE
SILf FENCE LINE
STORM OMIN PIPE
ROOF LINE
EXISTING SEWER LINE
-PR-SS
PROPOSEDSÊWER L|NE
rR-f[ _,__- _- _- - _
EXISTING WATER L¡NE
PROPOSEDWATER LINE
(N U.5. SURV* FEfl
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Ni
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FOOfPRßTT
FLOWLINE
12.37'
11'22"W
243. DRIVEWAY
SWALE
O^\à W PEDESTAL
NOTES (TO BE RELOCATED
OUTSIOE
OF SIOEWALK BY
coNTMCTOR)
PEDESTAL1. LOTS2E2TNTHENENDEOFTNALPUIOFALOCK2PHASETI(9CEP11OrS271,274,236,288,290,ANO296)OF
FINA PúÎOF IRONBR¡DGE PUNNEO UNII DEVELOPMENI PHASÉ il, FILINGS I,2 ANO 3ACCOROING TO IHE
PSI RECORDEO JULY 22, 2014 UNOÉR RECEPIION 851 gI. COUNT OF GARFIEfO, SIAIE OF COLOMOO.
2. DAIE OF FIELO SURVEY: JUIY6, 2021,
3, FOR [L INFORMAIION RÉGMOING ffiENI, RIGHTS.OF.WAY ND/OR IINE OF RECORO, HIGH COUNTRY
ENGINEERING, INC. RELIEDUPON IIfLE COMMIfMENfNO. AS3630161g.1O ISSUED BYUNDTIÍLE GUAMNIEE
COMPANY, EFFECTIVE DArE: OECEMSERIS,2020. lHlS PROPERW TSSUaJECTTOALLCONDIIIOÑSANO
RESIRICIIONS CONIAINED THEREIN.
4. ALLSURVEYMONUMENIAÍÍONLOCAÍIONSINSÍALLEDASOEPICIEOONIHISPUTWEREOBIAiNEDFROMIHE
ORIGINAL SURVry DAIA IN IHE ARCHIVES OF HIGH COUNIRY ENGINEERING, INC. OERIVED FROM IHE
AMENoEO FtN& PUT OF BLOCK2 OF PHASE [, {*CEPI LOIS 271,274,286,2æ,290, AND 29ô) AND ALOCK3 OF
PHÁSE il, (EXC€PÍLOIS250,2g,2S,259,260,AND268)OFTHE FINAL PUIOF IRONBRIDGE PúNNÊOONII
DÉVELOPMENI PHASE il. F'L¡NGA I,2 &3, RECORDEOASRECEPÍION NUMBER851gI, COUNryOF GÆFIELD,
SIATE OF COLOMDO, IHÉ SAID PUf RECORDED 22 JULY2O14 UNOER RECÈPIION NUMBÉR 451&1,
GARFIÊLO COUNry, COLOMDO,
5 IHE ACIUAL LOCATION OF UNOERGROUND UTILIfIÉS MUSf SE F¡ELD VERIFIEO PRIOR IO CONSTRUCIION,
6. ELWAIIONS SHOWN HÉREON WERE OERIVED FROM GPS OBSERVAIIONS ON 0}29.2021 ANO ARE SAS€O ON
NORIH NERICAN VERÍICAI DAIUM OF 1933 (MVO33) WHICH DAIAWAS OBIAINED FROM IHE NATIONI
GEODEIIC SURVW ONLINÊ POSIIIONING USER SERVICE (OPUs).
?. coNtouR tñtERvAL€ouals 1 Foor.
3. REFERfOTHEKUMARAASSOCTAT€STNC.SUBSOTLSTUOYFORLOf2S2TRONSRIDGE(PROJECINO.21.7-5&,
AUGUSI9,2O21)FORFOUNDAIIONOESIGN FORANDFORRESÍRICÍIONSONGMDINGNOOMINAGEFORTHE
9. DESGN AASED ON 6' OF EXPOSED FOUNDAIION/SUB WIfH MIN MUM WIH 6' OF FÆL AWAY FROM IHE HOME WIHIN
IHE FIRSIS OF PERVIOUS NOSCAPING. ANOA MIN MUM SLOPE OF 3'OF FALLAWAY FROM IHE HOME WIIHIN IHE
FIRST 10 OF PAVED ÆAS. MINIAIN POSIÍIVE OMINAGE AWAY FROM SIRUCIURES IN&L OIRECIìONSÁTAL
10 CHANGES IO IHE GMOING PúN AND DMINAOE SHALL AE VERIFIED IHROUGH ÊË ÉNGINEER OF RECORD PRIOR TO
ÊEING COMPLEIÊD IN IHE F ELÐ.
11 NORIHNERICNGRÊENSl50EROSIOÑCONÍROLSUNKEI(OREQUIVALENDISfOBEPUCEOONALLSLOPES
GRAERTHN 3I.
12 IHEROARING FORKRIVERFLOOOPUIN æES NOIENENOIOIHISSIIE,
13 IHERONBRIDG€SUADVISIONISSUPPLIEOWAIERFROMAMUNICPALSYSIEM,NOWELLSIOÊELOCAIED.
14 INIERIORGAMGESUBTOSLOPEIOFRONIOFMMGEAIN4'PERFOOT.
ú
--t-r
(1ke'i
Þ^å
fr\ \¿u /',
t\ ¿-
ZE
I PEDESTAL
(TO BE RELOCAÎED
OUTSIDE
OF SIDEWALK BY
coNTmcToR)
^=59'43'33"R=l 1.19'
l*
JcT
DIST= 1 1.66'
CH
CH DIST=14',
v
^=24"30'R=42.51'
9"
N-12
10lo sLoPE 14.14'
CH BRG=N41"1O'26"W
H a.04'
15. rHEswÀEsLopÉlogEÀMLNTMUMoF3%NoMUsrsEArLasrsoFFsÉlFRoMlHEFouNDAlroN. /
16 NOSCÂPING CANNOf IMPACI GMOING AND DMINAGE ON ftE SIIE UNDSCAPING IHAI REQUIRÉS FEGIW /
H&wrRRtdloNsHouLo BE BwoNDs oFrHE FouNÐarroñw{Ls. /
17. ANUNOEROMINISNOINEC€SSÆYFORINEPROPOSEDFOUNDAÍIONDESICN.ROOFOOWNSPOUISSHOULO
OISCffiGEWÊLL S€YOND IfrE LIMIIS OF sACKFILL
PVC RISER
18 ALLUNOSCÆINGNOIRRIGAIIONOESIGÑGUIDELIN€SOEFINEDWIHINIHEIRONBROGÉHOAOESIGNREVIEW
BOARO GUIDELINES WILI BE FOLLOWEO DUR NG NOAflER CONSÍRUCIION OF HOME.
AND 90'ELBOW
RIM=5968.33'
INV =5S3.50'
19 AREPRçSENIAIV€OFfHEGEOIECHNICIENGINËÉRSHOULÞEVIUAIEIHECOMPACIIONOFIHEFILLMAIERIÀLS
ANO OBSERVEÀL! FOOTING SCAVATIONS PRIORIO CONCREIE PúCEMENI FOR BffiING CONDIIIONS GRATE=5965.45'
INV lN=5S59.46'
INV OUl=5959.36'
SUMP=5958.86'
TO LOf 28120. WAIER NO SEWER PIPÊ JOINIS SHOULD BE MECMNICAILY RESRINED OUÉ IO HIGH POGNIIAL FOR
OIFFERENII{ SEFLEMENI, WATERNDSEWÉRSERVICE ãIENSIONS SHALMAINIAINAMIN1MUMOF 1O'
SEWER
SIUB
4.9
GmlE=5966.33'
INV lN=5962.25'
INV OUT=5962.15'
SU|llP=5961.65'LINE fo
LINE
2.3 rO
lolo sLoPE LF 4'SCH
. 40 PVC @ 2.0%
SLOPE \\rrr*r ror".
FOOTPRINT
GRATE=5966.33'
INV lN=5S62.75'
INV OUT=5962.65'
SUMP=5962.15'
BASIN
GmTE=5965.70'
INV lN=5960.43'
INV lN=5959.76'
INV OUT=5959.66'
SUMP=5959.16'
LF 4" SCH 40
SERVICE
SS STUB
TO
LIN€
RECEm|ON NO 702420
(wDfHv8rÉs)
STÊP INIO HOUSE
:87
A
LOl 2821
^onssrue \Q
4
4
A
^
SERVICE
cuna slop o
4
LF
ADS N-I2
1ol" sLoPE
@ 2.0% sLoPE
.G
SLoPEO@2%
s55'I 2'
1.4'lo
LINE
CONCRETE
PATIO
6' STEP
LOT282
F.F.E.5967.83'
PARCEL lD 239501329282
375 BLUE HERON VISTA
AREA:4409 SQ FTlÉo.1O ACRECONOITIONING
UNIT
SE\¡YER
DISTRICT
PARCEL
N-12
1ôl. SLOPE
COMMON
AREA
PVC @4.2o/o
SLOPE
GRATE=5966.33'
INV lñ=5961.63'
INV OUT=596'1.53'
SU¡¡P=5961.03'
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