HomeMy WebLinkAbout3.0 Preliminary PlanK 9E* MC 190
PREL/M/NARY PLAN
PEACH VALLEY ACRES
GARF/EL D COUNTY, COLORADO
NOVEMBER /980
DEVELOPER
JAMES B B/LL/E RAY STEVENS
ENG/NEER/NG:
ELDORADO ENG/NEER/NG COMPANY
N0.
REVISION
DATE
BY
T/TLE SHEET
JOB NO. 80278
DRAWN.. RM
RLH
SCA
SCALE
DATE 11/26/80
SHEET
NO.
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS • REGMTERED. LAND SURVEYORS
P.O. BOX 669 GLENWOOD SPRINGS, COLORADO 8,601 TELEPHONE 1-303-945-8596
OF
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COG/A/TY
oh
CGAZ.4 G. 1-744ssec.aus.4-
3 575 Co, Ed. 2/4
AIIEW �ras Coto,e,4.Do
8/647
e ° OZ. /7'.3A"
2= 2973.82'
L = //.9.06'
T= ;59.54'
C//' 583°40'07`6
/15.05'
Ld°J KOAr
47k— 2
Ouames: leENNBn+/MID OPAL Kui+u5
3815 Ce. al. al -4
NEW C.asras, G/0tabo
81L47
dr 27°08' 56"
,e= 386.0.2' /
L. = /92.49'
'7= 72.042' /
N e ti/ 80°,714E 1' /5' /4l. 68#
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OwAie,es: 14 4d.-ree C. AND LiG/ce A, C-4ST[,E
35446 ite/y4way AvD z4
NEW C45TGfl COGOe4Do
8 / 647
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E,as6Aievr
/ 74:BGE AczEAr4e
/eES/DEA/rUIF(- (5/.4.1466 .cavity) - LOTS / /Acuisive -- 28.61 Atc.r
eacps - - -- Pe -n ,4 Cosier - - - - - - /• 69 Act
�- 30.30 Ac.`-
PRELIMINARY PLAN
5CALE: 1 "=/00'
Co -frOUR /A/ra-i2vA.. _
o /o0 300
.5e-Ae/,wcls Ate- ,P,EL4nY6 727 A- $Fi4eMici eF
5 00° 05' 35" W
Bare..)ect! -rye FeuA/D
cairge XQ COet4e2. AMD TALE •roaND Cet/rez Sur,µ
X6 CoJP/JEE Or SEcnav / , -7-:"6 5 . , 7. 5 z La,
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MAC/4- Y4L«y ArCZES
A- T'ozricw
OF n-Ae /1/EX OF -rte SW gti oc Sec-naC/ l ,
T. 6 S. , ki)-92 ,J. oc 7uEG--721�M,
COUNTY OP GAiZ+--lELD 3 �.41-E O>` 600cxia41)0•
LEGAL OESCRIPTION
A parcel of land situate in the NE'1/4 of the V 1/4 of Section 1,
Township b South, Range 92 West of the 6th Prilcipal Peridian, being
more particularly described as follows:
beginning at a point on the southerly right -of -my line of County Road
O. 214, Garfield County, Colorado whence the northeast corner of said
It 1/4 SW 1/4 of Section 1 bears N 00° 05' 35" l 7.78 feet; thence along
the east line of said WE 1/4 SW 1/4 of Section 7 on a course bearing S 00°
U5' 35" W 1321.19 feet to the southeast corner )f said NE 1/4 SW 1/4 of
Section l; thence along the south line of said ;E 1/4 SW 1/4 of Section 1
on a course bearing N 89° 55' 44" W 1015.42 fee.; thence N 00° 04' 08" E
1:300.99 feet to a point on said southerly right-of-way line of County Road
do. 214; thence along said southerly right-of-vey line of County Road No.
214 the following courses: N 89° 11' 04" E 41L88 feet; thence 119.06
feet along the arc of a 2973.82 foot radius curve to the right, having a
central angle of 02° 17' 38" and subtending a c:rd bearing S 89° 40' 07"
L 119.0; feet; thence S 88° 31' 17" E 338.33 fee; thence 142.49 feet
along the arc of a 38b.U2 foot radius curve to tie left, having a central
angle of 21° 08' 56" and subtending a chord baring N 80° 54' 15" E
141.68 feet to the point of beginning, containfig 30.413 acres mofe or
less.
Z0.416 D/STJ2 a - - - - - 11-/'e/ RP
L6.1111/4.16 -61e5 AMD SLIEVEY0e5:
EpozA-DO �it/y/VEE2/l(C? COMP/NM
823 "3e...4K.E ,4vem uE
GLEA11A-oOD SP,e/.uy s, Coao,rr41)0 816201
014/.t/EES:
JAMES -6 A-n1Df3la(!E %x,48 S7-6-I/EA/5
Box 66
6.4eZ0ArD.41-6 , CoLoz4Do 81623
I ic'Er6A4Ces :
J osepAL AuhD /Way Co./ r �
7p2 3 — 35 %orMs Pc�4D
2:44/5/FDE , C04-0R4po 813260
S6/3D/V/Dez
jA.ne5 C 4A/D 23/WE E4E S%EVEAIS
,Sox 663
CsFe/3o/JDkt-E r!o4.-o,�4D0 81(°23
N0.
I
REVISION
DATE
BY
JOB NO 80078
PLAN / LAN
DRAWN
/
Pe-,404I/Au.Ey Rees
C,aj-F
APPR eej
SCALE mor®
�A_Et/EL-D Couityry (ocoe4Do
DATE Ste,-J/g,t
,
SHEET
N0. /
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS •
P.O. BOX 669 GLENWOOD SPRINGS, COLORADO 81601
REGISTERED
TELEPHONE
LAND SURVEYORS
1-303-945-8596
OF /
asr\--x
(5C/92E: / SD'
0
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"'fie Th'e ee752/LT OF i4 F/EGO cS AVEY, EGE44-97:10N O/ITUM
/S AVS1//`5.0.
PEACH VALLEY ACRES
REACH COURT
ROAD PLAN 5 PROFILE
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS • REGISTERED LAND SURVEYORS
Job 3027&
Drawn RM
Apr, RLH
Date
sale NOTED
Sheet
818 COLORADO AVENUE P.O. 80X 669 GLENW000 SPRINGS, COLORADO 81601 303945-6917
of
ESE 10916810-74 MC7981•
SCA LE /"-/DO"
X
co wiry
h
EX/OW/VG' /.2/r/G'f/7/ON
B/TCH TO BE //1PR01/EO
—0)A17
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O/TC'//
EX/QST //rg/G'/9T/DN
O/TCH TO Bet hen, /ODNED
NEW //:i9/CAT/DN
I2/TCW
J
95-
85
S
85
8" GRAYEL
ACCESS ROAD
TO PONO
2" /✓A7ER L/NE 20
/RR/G' 9T/ON
En5EMEYT
EXAST /R/Y/6-297/ON
O/TCf! TO BE //'1P/PDYED
OfRA/NACE /HIT/GAT/ON PLAN
EX/ST/NG
GRADE IITC\\V//
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/DO'
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CDT L/NE
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3° WATER -0-
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BOX (LOC/i'T/DN
APPROX/Mf/TE)
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FLOAT YAL YE
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F/eL G/NE
F/RE PiSrer7/ON CAYTERN DEM&
EX/ST /RR/6-'277/041
D//r/ TD BE //'ITRDYEO
AUGMENTAT/ON
PONO
20' IRR/GAT/ON
EASEMENT
/Yrs
/5'
/08'
/38"
r
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BLOG
1
A /7/N//7//M G/FA.OVENT DF <Sjo' /s REOD/7/%ENOE0 A
D/ST/9/1/CE DF /S FT AWAY FiPD/l BY/E O/NGS.
TYP/C/9L ZOT 5747 0/NC DETA/L.
N.TS.
NOTES
/J
TYP/C/9L D/TC/-/ O ECT/ON
SCALE/"=,2'
FOUNOAT/ON EL EVAT/ONS ANO JYTE GR/9O/NG To BE OEL.S/GNED
TO CREATE FLOW Ah/AY icirOM BZ//LO/N6—S. OE779/L)
2) POE TD THE LDX.741770N //ND TOTOGr A/2/7/Y OF THE OEl/ELD?/SENT,
DAMAGE TO RES/OENC'ES FROM OFF <S/TE ORA//VACE 011e/NG A
/OD YEA/T °STWI /,}' NOT C'DNS/DEREO A T///rE/9T.
3) DN-6/TE Z2/TR/NAGE /S TO BE D//PECTED /Ss /NO/L'/9TE0 ByTNE
FLOW A/FROh/S
O/TCHES ARE TD BE CONSTAY/CTEO OR //S?ROVED AS SHOWN ON THE
TYP/L'AL O/TCH SECT/DN. O/TCNES A/PE S/ZED Td CA/PRY ON- SITE
RUN-OFF /N ADO/T/ON TO //TAW/PT/ON WATER.
S) BECAUSE DF THE (SWALLOW F/TEE WATER T/9BL E, CONVENT/OVAL
LEACHF/ELOS IV/LL. NOT MEET THE REWN/TEMENTS DF THE GArPF/ELO
COUNTY /NO/[//DUAL SEWAGE 12/SPOUSAL SYSTEM /PECZ/ZAT/DNS. /T
/S RECOM/SENOED THAT ANSCONS/N MOUNO SYSTEMS BE DES/GNEO
BY A REG/STEREO P/rOFFESS/ONAL ENG/NEER FOR EACH LDT AT
THE T//YE THE OWNER' APDL/ES FDR H/S Bl//LO/N6 RE/TM/T. POTENT/AL
LOT PURCHASERS SHOULD BE /LADE AWAffE THAT THE COST OF A
ANSCONS/N /902/NO OR OTHER ENGINEE/PEO SYSTE/y CAN BE T/t/O TO
T///PEE T/MES MORE EXRENS/!/E THAN/9 CONVENT/ONAL SYSTE/'.
4�
der. -
081 '=
TYP AAL FOND sECT/ON A -A
scAL E / "_ /O'
NO
REVISION
DATE BY
PEACH VALLEY ACRES
UTILITY, DRAINAGE 8r IRRIGATION PLAN
GARFIELD COUNTY
COLORADO
JOB NO 80278
DRAWN RM
APPR RLH _
scAL E NOTED
DATE
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS REGISTERED LAND SURVEYORS
PO BOX 669 GE F NWoon SPRINGS, COLORADO 81601
TELEPHONE. 1-.303.945-8596
SHEET
N0.
OF
K&E• MC 180
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N0.
REVISION
DATE
BY
PEACH VALLEY ACRES
CONTROL AND CI--ILORINATION
BUILDING DETAILS
JOB NO. 0279
DRAWN: RM
APPR. DWG
SCALE NOTED
DATE
ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS • REGISTERED LAND SURVEYORS
P.O. BOX 669 GLENWOOD SPRINGS, COLORADO 81601 TELEPHONE 1-303-945-8596
SHEET
NO.
