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NOTES
FTNAL pur OF tRONaRtDGE PUNNED UNI DEVELOPMENT PHASE n, F|L|NGS 1, 2 aND 3 aCCORotNG lO lHË SEING COMPLEIED lN IHE FlEtD,
PúI RÉCOROÊD JULY 22, 2014 UNOER RECEPIION SSl &1, COUNry OF GARFIELO, SIATE OF COLOMDO.ø
2. O TEOFFIELOSURVry: JULY7,2021
11. NORTHdÉRTCNGREÉNSISEROSTONCONTROLSUNKEf(OREOU|V[EñÌ)tStOBËPUCEoONAtLS|OPES
GRSTERIflN3I,
12. IPE ROARING FORK RIVER FLOODPhIN OOES NOI WENO IOIHIS SIE.
13 IHE IÂÔÑBRIDGE SUED¡VISIôN IS SUPÞLIED WAÍER FROM A MUNICIPI SYSIEM, NO WELLS IO BE LOCÀED
3. FOR ALL INFORMAIION REGAROING ASEMENI, RIGHTS.OF-WAY ANO/OR IIfLE OF RECORD, HIGH COUNIRY
ÊNGINÊÉRING, INC, RELIEO UPONIITLECOMMITM€NINO. AS5630161gNO 6SUEDBYWDÍIITEGUAMNTEE
COMPANY, EFFaCrlvE DAr€; OECEMBER1a,2020. rHlS PROPERÍ lS SUBJECTTO [L CONDIIIONS ANO
RÉSIRICIIONS CONTAINEO THEREiN.
4. ALL SURVEY MONUMENIATION LOCAIIONS INSTALLEO AS DEPICÍEO ON IHIS PúT WERE OAIAINED FROM IA€ 14, INISRIOR G&GE SÆ IO SLOPE IO FROM OF qMGE AI
'4'PER
FOOf.
OR¡GINÀL SURVEY DAIA ìN fHEARCHIVES OF HIGH COUNIRY ÉNGINEERIÑG, INC. OÊRIVÉO FROM THE
NENOED FTNAL Phl OF BTOCK 2 OF PHASE il, (ACEn LOTS 271 ,274,2æ,288,2æ, NO 2æ) ND BLOCK 3 OF 15. ltE SWALE SaOpE TO BE A M|N|MUM OF 3% AND MUSÌ 8E AT LSSÍ 5 OFFSff FROM rHE FOUNDATTON.
PMSE n, (UCEPT LOÍS 2S,2s,25ô,259,260, ÀNO 263) OF fHÉ FIML PUrOF IRONÊR|DGÊ PWNEO Uñll
SÍATE OF COLOMOO. THE SAID PUI RECOROÉO 22 JULY 2014 UNDER RÉCEPIION NUMBÊR851&1
GaRFIELOCOUNû, COLOMOO. HAW|RR|GAIONSHOULDAE BryONo5 OFÍBEFOUNDAT¡ONWALS.
OISCMRGEWELL EEYOND Ih€ LIMIIS OF AAC(FILL,
6. ELEVAIIONS SHOM HEREON WERE DERIWD FROM GPS OBSERVAfIONS ON æ.2S2021 ANO ARE BASÉD ON
NORfH NER¡CAN VÉRfICAT OAruM OF 1988 (NAVO88) WHICH DATAWAS OATAINEO FROM IHE NAIIONAL
GEOOFIC SURVEY ONTINE POSITIONING USER SERVICE (OPUS).
13. ÀL úNDSCÆING NO JRRIGAIION DÉSIGN GUIDELINES OEFINEO WIIIN THE IRONARIDGE HOA OESIGN REVIEW
BOMO GUIDELINESWLL BE FOLLOWEO OURING NOÄMRCONSIRUCIION OF HOME.GMPHIC SCALE
o 2.5 5 10 20
7. CONIOUR INIÊRVAL EqUALS 1 FOOI.19. A REPRÊSENIAIIVE OF THÊ GEOTECHNIdL ENGIÑEER SHOUTD ryALUAIE IHE COMPACIIOI OF IHE FILL MTERÁLS
NOOASERWALL FMIING ÛCAVÀIIONS PRIORTO CONCREIE PUCEMENI FORg*ING CONDIT¡ONS.
8. REF€RTOtfrEKUMÆ&ASS@¡AÌ€STNC.SUñO|LSr!OYFORLOr280ìRONBRTOGE(PROJECTNO.21-7-14,
FESRUÆY23,2021)FORFOUNDATIONDESICN FORANDFORRESIRICIIONSONGMDINGNDOMINAGEFORfHE 20. WAIER ÑO SEWER PIPE JOINIS SHOUID BE MECHANICIIY RESIMINEO DUE fO HIGH POIENIIAL FOR
O]FF€RÉNIJI SÊMÉMËNI. WAIERNO SEWER SERVICE *ENSIOÑS SH{L MINTAIN A MINIMUM OF IO'
(N U,S. SURVryFEÐ
9. OES¡GN MSED ON 6'OF qPOSED FOUNDAÍION/SWWIIH MINIMUM WIT d OF F&L AWAY FROM IHE HOME WIHIN
IHE FIFSI5'OF PERVIOUS NDSCÆIÑG. NOA MINIMUM SLOPE OF 3'OF FÆLAWAY FROM TH€ HOME WIIHIN TH€
FIRSI 1O'OF PAVEOAR4S. MINIAIN POSIÍIVE DMINAGE AWAY FROM SIRUCIURES IN AI DìRECIIONSAIALL
ltMEs.
ÞVC UNKNOWN
I
STUB LF 4' SCH 40
ST¡UB ø NYLOPLAST BASIN PVC @ 2.O%
SLOPÉ PVC RISERGilfE=5S6.50'
INV lN=5s2.t6'
INV ouT=596).66'
SUMP=s962.16\
AND 90'ELBOW
RIM=5966.05'
INV =5963.22'i
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1
l
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I
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4
241
BOUNDARY
R-25.99';--;+a-\ 5.0 TO
C
: LOT 281-
CH BRG=SA5'57'1 1 "E
CH D¡1.5.45'
C
3.4%
351 BLUE HERON VISÍA_5967 CH
CH
L,
ø NYLOPLAST
r
BASIN
GRATE=5S65.80'
INV lN=596'1.24'
INV lN=5960.57'
lñV OUT=5960.47'
SUMP=5959.97'
LF 4' SCH 40
PVC @2.0o/o
SLOPE
a-/-^-
LF 12'ø ADS
N¡2
1% SLOPE
/
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4
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COMMON
AREA
ø NYLOPLAST
BASIN
GmTE=5965.60'
INV lN=5961.61'
INV lN=5960.94'
INV OUT=5960.e'
SUMP=5960.34'
wrc
m
J
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CN
-{
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SERVICE
VERIFIED
4_8 LF 4" SCH
lo evc q r.z"a \SLOPE \
\
(LOT 280)
LOCATION TO&BY
/Å5.6 LF 12'ø AOS
/ N-12
s\ñl
10lo sLoPE t^
I¡tzltlñloì¡1<lm
GRATE=5966.50'
INV lN=5962.47'
INV OUT=5962.37'
SUMP=5961.87'279 "E
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s42'54'34"W
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FOOTPRINT
N47001'26"W 15.41 4.0'TO
BENCHMARK
=5966.1'
\
LOr 279
303 BLUE HERON VISTA PVC RISER
s
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TEGEN D
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- - +9OO- - - EX]S¡NG 5'MÁJOR CONfOUR
EXISIING SANIIARY SEIR LINE
-PR
SS- PROPOSÉD sANIÁRY SEWR L NE
EXISNNC WAÍER LINE
SPOTELryÂNONQg99F {aDÞ 5M)
q SANIARYsEwERcuRBsroP
@ SaNTaRYMANHoLE
;Q qs MARKER
ffi
N
E
@
_PR_it_ PROPOSED WAIER LNE
CONCREIE
ÎËTËPHONE PEDESII
ELÊCTRICAL PEOESTAL
-5900-
-----
PROPOSED 5' MAJOR CONIOUR
PROPOSEÐ I' MNOR CONTOUR
PROPOSED FLOWLINE
SEOIMENI CONIROL FEilCE
SIORM ORAIN PIPE
SEDIMENI CONIROL FENCT
.3oz sLoPEARRow
i
a
I
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FRENT
æNcRflÈ
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ONÊ
Lor28o
F.F.E.5968.50'
927 BLUE HERoN uErA
PARCEL No 299501 329280
aREA:4,006 SQ Frl È0.o9 ACRES
280
BOUNDARY
10:1
CONCRETE
PAIIO
lO: l
aoor -,/lovERHANG 1
157
SUMP=5961.67'
ft
GAS STUB
NYLOPLASI BASIN
GRATE=5966.50'
INV lN=5962.27'
INV OUT=5362.17'
I
I
I
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; i.2%
I
SERVICE
&
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6l
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SERVICE
o\z
CONDITIONING
UNITlf*
LF 4'SCH
40 PVC @ 2.O%
SLOPE
BASIN
AND 90'ELBOW
RIM=5966.50'
INV =5963.87'
4