HomeMy WebLinkAbout08. Site Plan 7-19-12LEGEND
EXISTING ROAD
NE1/NE1/4
SECTION 9
PROPERTY BOUNDARY
EASEMENT
OWNER X14°56'21"
— — ACCESS EASEMENT
BATTLEMENT MESA LAND INVESTMENTSR=290 00,
PARCEL NO. 2407-081-00-152
NW1/NE1/4 L=75.61'
SECTION 9
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
T=38.02'
X EXISTING FENCE
CB= N83'44'32"E
OWNER
OE EXISTING OVERHEAD ELECTRIC
JOHN, ROY, MARSHALL & DANIEL SAVAGE C=75.40'
PARCEL NO. 2407-043-00-064
-POWER POLE OVERHEAD POWER LINE
(TYPICAL) (TYPICAL)
• - -
ESOLUTION N0. 08-3
RECEPTION 4 44 ,
N0. 7 56 30 FOOT WIDE
/ �HOLY CROSS ENERGY
UE EXISTING ELECTRIC LINE
0 EXISTING WELL
P PROPOSED PARKING SPACE (10'x20')
NORTH-EAST 1 16 CORNER
N88'47'17"W
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4,,� RIGHT-OF-WAY EASEMENT
W PROPOSED WATER SERVICE
SECTION 9
FOUND 3-1/4" ALUMINUM CAP
1 COUNTY ROAD NO 3O 'I
100.3$
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RECEPTION N0. 746593
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RECEPTION N0. 51362 �-
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r�34'35 IN COOPERATION WITH THE COLORADO AGRICULTURAL EXPERIMENT STATION
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: �LIDEFONSO STONY LOAM, 6 TO 25 PERCENT SLOPES. THIS ISA DEEP AND
CB=S8 26 0� WELL DRAINED SOIL. PERMEABILITY IS MODERATELY RAPID, AND AVAILABLE
`C=2]401 WATER IS LOW. SURFACE RUNOFF IS MEDIUM AND THE EROSION HAZARD IS
/ MODERATE. THE HYDROLOGIC SOIL GROUP IS B.
SOIL No. 58
SUBJECT SITE LEGAL DESCRIPTION
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AND WELL DRAINED SOIL. PERMEABILITY IS MODERATE TO MODERATELY RAPID
7 AND AVAILABLE WATER SLOW TO HIGH. SURFACE RUNOFF IS MEDIUM AND
THE EROSION HAZARD IS MODERATE. THE HYDROLOGIC SOIL GROUP IS B.
DRAINAGE
l DITCH
�\� �- 2. WATER SOURCE: EXISTING WELL
(TYPICAL) /
/– / ,� PERMIT NUMBER: No. 276168.
A PARCEL OF LAND SITUATED IN THE E1/2NE1/4 OF SECTION 9, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE
6TH PRINCIPAL MERIDIAN, LYING SOUTHERLY OF COUNTY ROAD 301, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS: I
COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 9, A 3-1/4 BLM ALUMINUM CAP IN PLACE; DIRT
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ap '� �USES:FIRE E C, GA
59 -------- / MAX. IRRIGATION AREA: 1 ACRE
C/ �- \WELL DEPTH: 190 FEET
'W OD AREA• STATIC LEVEL: 134 FEET
• MAX. PUMP RATE: 15 GPM
MAX. HOUSEHOLDS. 3
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N BNS SERVICES, LLC el\GOUN), HIGH COUNTRY ENGINEERING, INC.
-1, GARFIELD COUNTY, CO. � ,
"� � BNS SERVICES, LLC 14 INVERNESS DRIVE EAST, STE F-'120, ENGLEWOOD, CO 80'1 '12
O o m -% H Cj E PHONE (303) 925-0544 FAX (303) 925-0547
✓ z SITE PLAN "IVC: 1517 BLAKE AVE UE,945-8676E 101,
LEN (970)OO945.2555' CO 81601
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WHENCE THE CENTER EAST 1/16 CORNER OF SAID SECTION 9, A 3 1/4” BLM ALUMINUM CAP IN PLACE, DRIVE
BEARS N89°40'10 W ALONG THE SOUTHERLY BOUNDARY OF THE SE1/4NE1/4 A DISTANCE OF 1,275.09 FEET,
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MAX. ANNUAL WITHDRAW: 3.0 ACRE FEET
SAID LINE FORMING THE BASIS OF BEARING FOR THIS DESCRIPTION; THENCE N44°42'11"W DISTANCE OF 375.33
FEET TO TRUE POINT OF BEGINNING;
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THENCE S70°57'22"W A DISTANCE OF 500.00 FEET; THENCE N19°02'38"W A DISTANCE OF 435.60 FEET; THENCE
N70°57'22"E A DISTANCE OF 500.00 FEET; THENCE S19°02'38"E A DISTANCE OF 435.60 FEET TO THE POINT I ;.
OF BEGINNING, SAID PARCEL OF LAND CONTAINING 5.000 ACRES, MORE OR LESS. I :
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1 � POINT OF COMMENCEMENT
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-- — x x x x . �-
�- EAST 1 4 CORNER SECTION 9
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•:- xELEVATION: 6033.05
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CENTER -EAST 1/16 CORNER--
SECTION 9
FOUND 3-1/4" BLM
ALUMINUM CAP
SE1 /4
SECTION 9
OWNER
FINAL
7/19/12/
BATTLEMENT MESA LAND INVESTMENTS
PARCEL N0. 2407-081-00-152 qiit V A. /
FOR AND ON BEHALF OF
HIGH COUNTRY ENGINEERING INC.