HomeMy WebLinkAbout10.0 Site PlanEXHIBIT 9
Site Plan
N:\PROJECTS\2017\17022-Orchard Creek Ranch\dwg\17022-C-TOPO.dwg 1/9/20201:33 PM
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RECEPTION NO. 429761
Steiner Minor Subdivision
County of Garfield,
State of Colorado
Vicinity Map
1 "=2000'
L=37.211, R=329.70'
A=6° 28' 00", T=18.63
Ch=N28° 50' 52"E, ChD=37.19'
• To Glenwood
ingS
FS9° 18' 05"E
1.95'
III
\r
N32° Or80,
oq,S2F
— — 06"W
424.03'
EXISTING 10' WIDE OVERHEAD
ELECTRIC LINE EASEMENT, 5'
ON EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 425192
EXISTING 10' WIDE PUBLIC
SERVICE COMPANY OF
COLORADO EASEMENT, 5' ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
EXISTING 10' WIDE OVERHEAD
ELECTRIC LINE EASEMENT, 5'
ON EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 425192
L=136.381, R=431.02'
A=18° 07' 44", T=68.76'
Ch=N23° 01100"E, ChD=135.81'
-- 76.01,
N13°57,08E
L=35.311, R=638.08'
A=3° 10' 14", T=17.66
Ch=N15° 32' 15"E, ChD=35.30'
PARCEL A:1
EX. IRRIGATION
VALVES, TYP.
/LIMITS OF HEAVILY
VEGETATED AREA
18` N17°07,22 F
Site Plan for the
Steiner Minor Subdivision
A MINOR SUBDIVISION OF PARCEL A, BROWN EXEMPTION PLAT AS RECORDED AT RECEPTION NO. 429761, A PORTION OF
SECTIONS 25 AND 36, TOWNSHIP 5 SOUTH, RANGE 90 WEST OF THE 6TH P.M., GARFIELD COUNTY, STATE OF COLORADO
8�2p q�W PROPERTY LINE
S23°38,
EX. FENCE, TYP.
700 g4g2'vv
\�18°27'
82823� 50.08' /
SO° 58' 43"W\\
EXISTING 10' WIDE PUBLIC
SERVICE COMPANY OF
COLORADO EASEMENT, 5' ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
II
III
III
1.=178.14', R=488.36'
.071
Ch , 22 E, ChD90177 15'
16'x24'± SEPTIC SY
EXISTING 10' WIDE PUBLIC
SERVICE COMPANY OF
COLORADO EASEMENT, 5' ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
EX. POWER
POLES, TYP.
PROPERTY PIN, LS 28643, TYP.
l�M
S79° 10' 02"W
59.681 \
EX. OVERHEAD
UTILITIES, TYP.
EXISTING 10' WIDE PUBLIC—
SERVICE COMPANY OF
COLORADO EASEMENT, 5' ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
75.62'
N10° 49' 58"W
N93
S2 9251
s`1,
i"3C3/bO,u�, 5665
0
5675
,i680
5685
5695
kk
APPROXIMATE LOCATION HIGH
WATER LINE CANYON CREEK
S1 ° 22' 521'W
162.17'
PARCEL A:2
NEW
HOUSE
\\15' WIDE WATERLINE
EASEMENT, 7.5' TO EACH SIDE
A OF THE EXISTING WATERLINE
LIMITS OF HEAVILY \\
VEGETATED AREA
246.76'
N3° 46' 38"W 5745
� SOS
N �S7
S>2S
L=265.02', R=677.05'
A=22° 25' 39" T
263.33,
b63s
5660
5665
NEW PARCEL LINE
S6>S
Canyon Creek Subdivision
8
14°0g31W
27
NEW TURNAROUND
5670
NEW 16' DRIVEWAY
X \t,40\
\\\
4St\
V `�266 WELL— *\4
6 q SIZE UNKNOWN \
3 0>„ \ \
F N 74368 \141
-` \ A4ri,
\ \ `tom
anYoh c(YRreek ad No 13 N2 75362 \
ekRo�d 2 3S,2p. \
S8� — -
- 233.05'
EXISTING 10' WIDE PUBLIC
SERVICE COMPANY OF
COLORADO EASEMENT, 5' ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
EX. OVERHEAD
UTILITIES, TYP.
40 FT. INGRESS, EGRESS,
EMERGENCY ACCESS, UTILITY
AND DRAINAGE EASEMENT
PARCEL A:1
ORCHARD AREA
/
/
s
`1166.56, ' .
N12°5g 3
LEGEND:
A FOUND PIN & CAP LS 28643
❑ FOUND PIN & CAP LS 19598
S13. 9,13„ W
123,65�
S6gS
S>00
GRAVEL DRIVE
0
LOT SUMMARY:
PARCEL A:1 23.67 ACRES ±
PARCEL A:2 2.00 ACRES ±
TOTAL: 25.67 ACRES ±
640
i
i
0
BENCHMARK, EL. 5670.0
S0° 09, 54"W
180.5
S6>S
640
82.42
59 89' N11 5
9 2359E N1028�3°p510"w
5675)
LEGEND
ws-
SL
EXISTING ASPHALT ROADWAY/GRAVEL DRIVEWAY
PROPERTY LINE
EASEMENT
EXISTING/PROPOSED WATER SERVICE/SHUTOFF/METER
EXISTING/PROPOSED SEWER SERVICE/CLEANOUT
EXISTING/PROPOSED ELECTRIC/TELEPHONE
EXISTING/PROPOSED UTILITY PEDESTALS & METERS
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING FENCE
PARCEL B
PROPERTY PIN, LS 19598, TYP.
S9° 33' 23"E
72.35'
III
III
II
II
II
I I
EXISTING SH
III
II
II
II
ICI
III
II
II
II
123
WO°56'27W
GENERAL NOTES
SI
EXISTING
BARN
WITH EX.
DWELLING
UNIT
S8° 00' 57"W
117 Sg—
M /
APPROXIMATE LOCATION
SEPTIC SYSTEM (SIZE
UNKNOWN)
73q 226
EXISTING
BARN
TIE TO THE SOUTHWEST CORNER
SECTION 25, NORTHWEST
CORNER SECTION 36
15' WIDE WATERLINE
EASEMENT, 7.5' TO EACH SIDE
OF THE EXISTING WATERLINE
SIZE UNKNOWN
WELL
EXISTING 10' WIDE PUBLIC
SERVICE COMPANY OF
COLORADO EASEMENT, 5'ON
EACH SIDE OF CENTERLINE
EASEMENT BY R.N. 901423
_78 84'
N7° 55,15"W
163.90'
NO° 14' 54'E
4.8'
cn
on
on
NCO
Interstate 70 Right of Way
'f—L=66.29', R=1081.70'
I A=3° 30' 40", T=33.15'
Ch=S88° 03' 23"W, ChD=66.28'
1. THIS PROPERTY IS IN THE RURAL ZONE DISTRICT OF GARFIELD COUNTY.
2. BEARINGS SHOWN HEREON ARE BASED ON THE PLAT: BROWN EXEMPTION PLAT, RECORDED DECEMBER 10, 1991 AS RECEPTION
NO. 429761.
3. TOPOGRAPHY AND SITE IMPROVEMENTS ARE AS SHOWN ON THE EXISTING CONDITIONS MAP BY SGM, JOB NO. 2017-226.001
DATED 07/26/2017. FIELD SURVEY DATED 05/17/2017 AND 07/25/2017.
4. ADDITIONAL IMPROVEMENTS AS SHOWN ARE TAKEN FROM THE DESIGN PLANS FOR A RESIDENCE ALONG WITH A DRIVEWAY AND
GRADING PLAN BY BOUNDARIES UNLIMITED INC., JOB NO. 17022 DATED 08/15/17.
5. ELEVATION DATUM: NAVD88 OPUS GPS GEOID 12b TRANSFERRED TO SITE. SITE BENCHMARK 5670.0 FOR THE TOP OF A 1.25 RED
PLASTIC CAP STAMPED LS 19598 AS SHOWN HEREON.
6. SUBSURFACE UTILITIES ARE NOT SHOWN. THE CLIENT/CONTRACTOR MUST CONTACT SPECIFIC UTILITY COMPANIES TO VERIFY
BOTH THE LOCATION AND DEPTH OF UTILITIES PRIOR TO ANY SURFACE DISTURBANCE.
7. FENCES SHOWN HEREON HAVE BEEN SHOWN FOR GENERAL REFERENCE AND DO NOT NECESSARILY DEPICT LIMITS OF
OWNERSHIP. NOT ALL FENCES ARE SHOWN.
8. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY, BUILDING SETBACKS OR OTHER RESTRICTIONS
OF RECORD, AS SUCH ITEMS MAY AFFECT THIS PROPERTY. THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS
SURVEYOR TO DETERMINE OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL INFORMATION
PERTAINING TO OWNERSHIP, EASEMENT AND OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM THE PLAT: BROWN
EXEMPTION PLAT, RECORDED DECEMBER 10, 1991 AS RECEPTION NO. 42976
Bo Civil Engineering
VSurveying
rt
co & Beyond
ZeJnc.
923 Cooper Avenue
Suite 201
Glenwood Springs, CO 81601
tele: 970.945.5252
fax: 970.384.2833
Engineer or Surveyor Seal
(4,01 ci-,7F
eview).
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Client Information:
ORCHARD CREEK RANCH, LLC
0150 CANYON CREEK RD
GLENWOOD SPRINGS, CO 81601
(970) 945-2224
ik
NORTH
0
100' 200'
Scale: 1" = 100'
810
Know what's below.
Call
before you dig.
GARFIELD COUNTY, COLORADO
Steiner Minor Subdivision
Site Plan
By
Revision
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PROJECT ND.
• Sheet
17022
FILE NAME:
1 e022-c topo.dwg
Designer:J
C i
Drafter:
BUI
Date:
12/23/19
Ch=N7° 26' 12"E, Chp 734.23,