HomeMy WebLinkAbout1.01 Site Planr_ —2(
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#5 Rebar and
1-1/4' Yellow Plastic Cap
Stamped LS #31944
Zone B
500 Year Flood Line
M
S 7y°
8y, 97.
#5 Rebar and
1-1/2' Aluminum Cap
Stamped LS #9009
Zone A-5
100 Year Flood Area
(Shaded )
1
35' Creek Setback
Edge of Water
Government
Creek
SITE PLAN
S 7142'28" E
53.57'
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3131 Highway 13
Parcel 2 Barlow
Boundary Line
Adjustment Plat
Book 1387, Page 285
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#5 Rebar and I
1-1/4" Yellow Plastic Cap I
Stamped LS #81944 I
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I S 06°53'38" W
185.44' I
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Single 'vide--
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Trailer
29.5'
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S 89°36'34" W
280.92'
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SCALE: 1"=50'
PROPERTY DESCRIPTION
A PARCEL OF LAND SITUATED IN THE NORTHEAST QUARTER (NEI /4) OF SECTION 36, TOWNSHIP 5 SOUTH,
RANGE 93 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NE CORNER OF SAID SECTION 36; THENCE ALONG THE NORTH LINE OF SAID SECTION 36,
S89°49'48"W A DISTANCE OF 622.00 FEET; THENCE S3 °44'02"W A DISTANCE OF 1985.84 FEET TO THE TRUE
POINT OF BEGINNING; THENCE S74°37'56"E 87.97 FEET, THENCE S71°42159"E 53.75 FEET, THENCE
874'37'56"E 160.22 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY OF STATE HIGHWAY NO. 13; THENCE
ALONG SAID WESTERLY RIGHT OF WAY THE FOLLOWING DESCRIBED COURSES:
I) S6°52'11 "W 185.44 FEET,
2) THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 4666.79 FEET AND A CENTRAL ANGLE OF
4°534434, AN ARC DISTANCE OF 398.72 FEET (THE CHORD OF WHICH BEARS S4 °25'20-W A DISTANCE OF
398.60 FEET) THENCE DEPARTING FROM SAID WESTERLY RIGHT OF WAY, S89°35'07'W A DISTANCE OF 280.92
FEET THENCE N3 °44'02"E A DISTANCE OF 667.61 FEET TO THE TRUE POINT OF BEGINNING. SAID PROPERTY
CONTAINS 4.071± ACRES AS DESCRIBED.
COUNTY OF GARFIELD STATE OF GARFIELD
NOTES
1.) DATE OF FIELD SURVEY WAS NOVEMBER 9, 2018
2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT
REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY SERVICES, INC. OF THE PROPERTY
SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR
ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL.
3.) THE PROPOSED BUILDING SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA.
4.) SUBJECT PARCEL IS LOCATED IN ZONES A5 AND B PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY
PANEL NUMBER 080205 0964 B REVISED JANUARY 3, 1986.
5.) CREEK CROSS SECTION ELEVATIONS ARE BASED ON NGS MONUMENT PID "KL0559". NGVD29 ELEVATION OF
5542.22'.
6.) THIS SITE PLAN DOES NOT REPRESENT A BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION
CERTIFICATE SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR AND OF ITS ASSOCIATES.
SURVEYOR'S STATEMENT
I, MICHAEL J.
UNDER MY
A TRUE
WARRAN
MIC
FOR AN
BOOK
O HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED BY ME OR
IS BASED ON MY KNOWLEDGE, INFORMATION, BELIEF AND THAT THIS SURVEY IS
'. THIS CERTIFICATE IS NOT INTENDED TO BE AN EXPRESS OR IMPLIED
MATTERS EXCEPT THOSE STATED IN THE PRECEDING SENTENCE.
REGISTRATION NO. 36570
S, INC.
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FILE: SITE
DFT. TL
CK. MJL
DATE: 11/13/18
PROJECT N0.
18066-01
SHEET 1
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