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PROJECT NO.
2211o2ó
roFt
LEGEND
CONCRETE
a sETs/stn. ìRoN ptNwrrH 1-2f yELLow pusrtccAp Lw3Bz5 E
N
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ELECÍRIC TMNSFORMER
CAW PEOESTAL
TELEPHONE PEDESIAL
STORM SEWER MANHOLE
SNITARY MNHOLE
SNITARY MARKER
ELECTRIC PEDESfAL
WATER CURBSÍOP
GAS MARKER
STMW WADDLE
SPOI ELEVATION
(ADD 50m)
SLOPEARROW
PROPERry LINÊ
ËXISfING 5' MilORCONTOUR
ÊXISfING 1' MINORCONTOUR
PROPOSEDS'MNORCONTOUR
PROPOSED 1' MINOR CONÍOUR
-
FLOWLINE
SILT FÊNCË LINE
STORM DfuIN PIPE
ROOF LINE
gISTING SEWÊR LINE
PROPOSED SEWER LINE
ãISfING WATER LINE
PROPOSED WATER LINE
-
PR.GL PROPOSËO GAS LINE
FENCE
*r*,."r**r*J
284 BOUNDARY
6',ø
ssô LF 6'AOSGRATE=5962.00'
INV lN=5959.70
INV lN=5959.il'
INV OUT=5959.44'
SUMP=5958.994'
_@J% SLOPE
(<
26 LF 6'ADS Nl2 @ 1%FENCE
ll' 5s6i \\o
1.g',TO
ROOF LINÊ
I
l
-33.3
LF 4'SCH 40 PVC @ 9.5%
-/ sLoPE
I SLOPE 'qb
LOT 284 i
PARCEL ID.
NO.239501329284
@
4"
354 BLUE HERON VISTA HOUSE
]J.-
scH 40 PVC
FOOTPRINT @ l% sLoPE
NOTES
1, LOTS 285 tN THE NENDEO F|NA PUr OF ALOCK 2 PHASE I (EXCEf, LOTS 271, 274, 286,26ð,2S. NÞ 2S) OF
FIN4 PUT OF IRONBRIOGE PWNED UNIT DEVELOPMENT PHASÉ Í, ÊILINGS I,2 NO 3ACCOROING IOfrE
PhT RECOROEDJULY 22,2014 UNDER RÉCÊP'ION 85191, COUNW OF ffiFIELD, SIATE OF COLOMOO-
2. DATE OF FIELD SURVEY: MRCH il, 2021 ,
3. FOR ALL INFORMAIION RENOING ASEM€NT, RIGHIæF.WAY NO/OR IIÊE OF RECORO, HIGH COUÑRY
ENGINÊERING, INC. RELIEO UPON TIILE COMMIÍMENI NO. A8S6301 61 g¡ O ISSUED BY UNO TIILE GUßNIEE
COMPñY. EFFECIIVE DATE: DECÊMSÊR1S,2020. lHlS PROPERil lS SUBJECITO alt CONo¡rlONS NÐ
ÊESIRICIIONS CONIAINED NEREIN,
4. ATL SURVEY MONUMÊNIATION IOCATIONS INSIATÊO AS DEPICTED ON ÊIS PUT WERE OATANED FROM ÊE
ORIGINAL SURVEY DATA IN üEÆCH¡VÊS OF HIGH COUNTRY ENGINE€RING, INC, DERIVED FROM IHE
NÉNOÊO FtW P4f OF BLOCK2 OF PMSE il, (EXCEPT rOfS 271,274,2æ,2@,290, ND Æ) AND BLOCK 3 OF
PHASE[.(*CEPTLOTS2S,2g,2S,259,260,ANO2@)OFTHEFINAPUIOFIRONBRIOGÊPúNNËDUNIÍ
ÞMLOPMÊNIPHÆÊI,FILINGS 1,2&3,RECORDEDASRECÉPÍIONNUMBER&1&I,COUNWOFGARFIELD.
STATE OF COLOMOO. THE SAO PUI RËCORDEO 22 JULY 2014 UNDER RECEPIION NUMBÉR85191,
GARFIÊLD COUNÍ, COIOMOO,
5. IHE ACIUA LOCATION OF UNDERGROUND UIILIIIES MUSI BÊ FIELD VERIF¡EO PRIOR TO CONSTRUCIION,
6, ELryATþNS SHOWN HEREON WÉRE OÊRIVEO FROM GPS OBSERVATIONS ON O}2Sæ21 NÞ ÆÊ SASEO ON
ÑORT AMERICN VËRTICAL OATUM OF 1 W {NAVOSO) WHICH OATA WAS OSTAINED FROM THE NATIONAL
GEOOEIIC SURWONLINE POSIIIONIÑG USER SERVICE (OPUS),
7. CONIOURINGRVATEOUÆS1 FOOT.
3. REÉERlOlHÉXUMR&ASSOC|AEStNC,SUBSO|LSTDYFORTOI2g5TRONSRIOGE(PROJECINO.21.7-219,
APRILI3,2021)FORFOUNOAIIONOESIGN FORNDFORRESIRICIIONSONCNINGNÐOMMGEFORTHE
9. DESIGN BASÊO ON 6'OF qPOS€O FOUNDAIION/SúB WIfl MINIMUM W¡û 6'OF FALL AWAY FROM IHE HOúE WÍHIN
THE FIRSIf OF PERVIOUS NOSCÆING. ND AMINIMUM SLOPE OF T OF FÁLL AWAY FROM ffÉ HOME W¡IHIN THE
FIRSÍ lOOFPAV€OAR4S. MINÍAINTSTEOMIMGEAWAYFROMSÍRUCIURESINALLO¡RECÍIONSAI&L
TIMES.
10. CMNGESIO fHÊ GNING PN ÑO DMINAGE S@LBE VER¡FIÈD IHROUGH THE ENGI{EER OF RECORO PRIORIO
BEING COMPLFEO IN IHE FIELD.
I1- NORIHNERICANGREENSlSEROSIONCONNOLSWKÊÍ(OREQUIVALENT)ISIOBEPUCEDONMSLOPËS
6" ø NYLOPUST
GRATE=5966.33'
INV lN=s962.95'
INV OUT=5962.85'
SUMP=5S2.35'
ø NYLOPUST BASIN
GRATÉ=5962.25' '\
INV lN=5960.43' \
INV OUT=5960.33'
SUMP=5959.83'
27.2 LF 4- SCH 40 PVC @ 2%1
SLOPE \\,A
2.0'TO
LINE
5.9' TO
ROOF LINE
4"ø
AND 90'ELBOW
GRATE=5966.33'
INV=5963.50'
:s^-$.,Y¡tu.
ìt"tt"
tSo
12. THE ROMNG FORKRIVERFL@OPSIN DOESNOIMÊNOIOIHISSIIE.
13. fHÈIRONBRIDG€SUBOIVISIONISSUPPLIEDWAI€RFROMAMUNIC¡PÀLSYSEM. NOWLLSIOBELOMÍED,
14, INÍERIOR ('&GE SW TOSLOPE fO FÂONÍ OF G&GE AT 14'PER FOOI.
I5. IHESWALESIOPEIOBEAMINIMUMOF3%NOMUSISÊAT!4ST5'OFFSETFROMTHEFOUNDAIION.
IO, WDSCÆINGCANNOIIMPACIGWINGANDOMINAGEONTHESIE. NOSCPINGIMf RÊQUIRESREGUW
H4W IRRIdIION SHOULD AE EEYOND 5'OFIHË FOUNOAIIONWÀTS,
17. NUNDEROùINISNOINECESSARYFORTHEPROPOSEDFOUNDAÍIONOESIGN. ROOFDOWNSPOUTSSHOILO
DISCWGEWELL SEYOND IHE LIMfS OF MCKFILL.
10. ALLNDSCÆINGNÞIRRIdIIONDESIGNGUIDEIINESDEFINEOWffINIHÉIRONARIDGEHOADESIGNRilEW
SOMO GUIOELINES WLLSE FOLLOWED DURING NDfrÊR CONSNUCTION OF HOME,
19. AREÞRESENIAÑEOFfrEGEOIECHNICIENGINEERSHOULDryAUAIÊIÉÊCOMPACIIONOFTHEFIILMTERIÀS
NO OASERVE &L FæIING üCAVAfIOilS PRIORfOCONCRFE PUCEMENT FOR BARNG CONOIIIONS.
20. WAERNÞ S&ÊRPIPEJOIMS SHOULO 8E MECNI@LY RÊSMNEO DUÊ IO HIGH POENTIAL FOR
D¡fFERENÍIA! SMEMENÍ. WAIERND SEWERSERVICE æNSIONS SH{L MIÑfAIÑA MINIMUM OF 10'
N11026'33"E 1
PVC fEE ANO RISER
GRAÍE=s966.33'
INV INV=5S62.93'
A=2"51'33"
R= 1 75.84'
DIST=4.
CH BRG=N77"O7'4O"W
CH DIST=4.77'
A ',
^=4.07,12.,' 5ø. - cH"-"=,."::iili;T,å
'.ß,o .HDIST=' ls'
"^.1,P4r,
%/-
LF 4'
(A=90"32'l 6"
R= 1 6.03'
scH 40 PVC
@ 2% SLOPE
DIST=:cH BRG=N 1 5'20'33"w
CH DIST=22.74')
5.9'TO
ROOF LINE
HOUSE
+
N
ø ntsenFoorPRlNT
AND 90'ELBOW
GRATE=5966.33'
lNV.=5963.50'
(L=67'42'55"
R= 16.37'
DIST= 1
cH BRG=SO' 1 O'O 1 "W
onnwtHorsl
STEP
fS,
aò_
\
AREA: 4012 so. Fr. / t0.09 AcREs
ELEVATED REAR
,
\
LOT 285
FFE 5968,00'
PARCEL rD No . 23950t 329285
33O BLUE HERON VISTÀ
(SEE STRUCTURAL \
-- \$
33.5 LF
scH 40 PVg
@7.s% sloqE
A
COVERED STEP
FRONT
CONCREIE
PATIO
q
LOt 2&
æSTUA
LOT 285
GAS SIUÊ
4
E
GARAGE SLAB
SLÞPED @ 2olo
/
oir
A
A<
SS SERVICE
4 ó*.,/
A A
v
q
PEOESTAL
ELECÌRIC
SEWER STUB
2,5
(N U.S. SURVEYFÉÐ
CH DIST= 14.24')