HomeMy WebLinkAboutSite PlanSITE PLAN OF:
20
EXISTING CONDITIONS LEGEND
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MAIL BOX
TELEPHONE PEDESTAL
ELECTRIC METER
SEPTIC CLEANOUT
SEPTIC MANHOLE
WATER WELL
GAS METER
POWER POLE
OVERHEAD UTILITIES
METAL FENCE
WOODEN FENCE
WIRE FENCE
GRAPHIC SCALE
0 10 20 40
PER QUIT CLAIM DEED TO
THE BOARD OF COMMISSIONERS
OF GARFIELD COUNTY
RECORDED NOVEMBER 20 1990
IN BOOK 793 PAGE 613
AS RECEPTION No. 418971
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( IN FEET )
1 inch = 20 ft.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
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L SURFACE
N 00°36'00"
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FOUND #5 REBAR &
1.25" YELLOW PLASTIC CAP
3" ABOVE GROUND
STAMPED "SGM" "L.S. #15710". C
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GRAVEL DRIVE
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SETBACK
25.5'
25.5'
S89
OVERHEAD
UTILITIES
(apparent easement)
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PROPOSED
30x40' STEEL o'
OUT BUILDING 7f
10.5'
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3131.
268 ROSE LANE
A PARCEL OF LAND SITUATED IN LOT 11, OF SECTION 35
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
SHEET 1 OF 1
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ROBERT L. & LORAINE P.
RICHARDSON
298 ROSE LANE
CARBONDALE CO
ASSESSOR PARCEL No.
2393-353-00-015
BOOK 418 PAGE 593
RECEPTION No.249631
10.0' SETBACK
POND
SUBJECT PROPERTY
30,263 sq. ft.
0.695 acres
74.5
31.1'
IL
16.3'
10.5' 10 TBACK
N 89°24'00" v BASIS OF BEARING
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PROJECT BENCHMARK
FOUND #5 REBAR &
1.25" YELLOW PLASTIC CAP
FLUSH WITH GROUND
STAMPED "SGM" "L.S. #15710"
ELEVATION = 6174.25'
PATRICIA LEE PHELAN
238 ROSE LANE
CARBONDALE CO
ASSESSOR PARCEL No.
2393-353-00-018
BOOK 1616 PAGE 126
RECEPTION No. 658495
FOUND #5 REBAR &
1.25" YELLOW PLASTIC CAP
3" ABOVE GROUND
STAMPED "SGM" "L.S. #15710"
208.71'
•
WOOD PRIVACY FENCE
208.71'
FOUND #5 REBAR &
1.25" YELLOW PLASTIC CAP
3" ABOVE GROUND
STAMPED "SGM" "L.S. #15710"
THE WITNESS CORNER FOR THE
SOUTH QUARTER CORNER OF
SECTION 35 TOWNSHIP 7 SOUTH RANGE 88 WEST
OF THE 6TH PRINCIPAL MERIDIAN
DESTROYED DURING THE
CONSTRUCTION OF ROAD
(TIE NOT UTILIZED THIS SURVEY)
SOPRIS ENGINEERING - LLC
CIVIL CONSULTANTS
502 MAIN STREET, SUITE A3
CARBONDALE, COLORADO 81623
(970) 704-0311 SOPRISENG@SOPRISENG.COM
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CHARLES F. CHADY
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PATRICIA LEE PHELAN
238 ROSE LANE
CARBONDALE CO
2393-353-00-018
RECEPTION No.658495
TITLE PROPERTY DESCRIPTION
VICINITY MAP
SCALE: 1" = 2000'
A TRACT OF LAND SITUATED IN LOT 11, SECTION 35, TOWNSHIP 7
SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN DESCRIBED
AS BEGINNING AT A POINT WHENCE THE WITNESS CORNER FOR THE
SOUTH QUARTER CORNER OF SAID SECTION 35 BEARS S. 19°18'09" E. A
DISTANCE OF 1,650.21 FEET;
THENCE N. 89°24'W. A DISTANCE OF 208.71 FEET;
THENCE N. 00°36'E A DISTANCE OF 145.00 FEET;
THENCE S. 89°24'E. A DISTANCE OF 208.71 FEET;
THENCE S. 00°36'W. A DISTANCE OF 145.00 FEET TO THE POINT OF
BEGINNING.
COUNTY OF GARFIELD
STATE OF COLORADO
NOTES
1) Date of Survey: October 11, 2013 & May 22, 2020.
2) Date of Preparation: October 17, 2013 & May 2020.
3) Basis of Bearing: A bearing of N 89°24'00" W between the found #5 rebars
& 1.25" yellow plastic caps L.S. 15710 monumenting the Southerly boundary line
of the subject property line as shown.
4) Basis of Survey: various documents of record, the title commitment outlined
in note 5 and the found survey monuments, as shown.
5) This survey does not constitute a title search by Sopris Engineering, LLC (SE)
to determine ownership or easements of record. For all information regarding
easements, rights of way and/or title of record the title commitment prepared
by Land Title Guarantee Company GW63008206 with an effective date of
July 25, 2013
6.) Basis of Elevation: Project based on an elevation of 6196.72' (NAVD 88)
on the NGS station "D-156" this established the site benchmark elevation
of 6174.25' on the found #5 rebar and 1.25" yellow plastic cap stamped
"SGM" "L.S. #15710" monumenting the southwesterly boundary corner of
the subject property, as shown
7.) Contour Interval: One -Half (0.50') foot.
8.) Flood Zone designation of subject property shown as ZONE C, (areas of minimal
flooding) which was obtained from the Federal Emergancy Management Agency
(FEMA), Flood Insurance Rate Map (FIRM) Map 080234 1859A panel 1859 of 1900 with
an effective date of February 5, 1986.
9.) The linear unit used in the preparation of this plat is the U.S. survey foot as
defined by the United States Department of Commerce, National Institute of Standards
and Technology.
SURVEYOR'S STATEMENT
I, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineering, LLC
for TY W. & LINDSEY B. RICE,
0 rR G is
and torrect to the best of my knowledge and belief.
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Mark ' '1`- No. 28643
RAB 13184 05/27/20 13184EX-COND2020.DWG