HomeMy WebLinkAbout5.0 SurveyS 1003'?1p
5822.9'
346.20'
ROARING
PORI(
FOUND SURVEY MONUMENT
WITNESS CORNER
RED PLASTIC CAP ON
REBAR STAMPED LS 26950
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ALTA/ACSM LAND TITLE SURVEY
METES AND BOUNDS PARCEL
LOCATED IN SECTION 27, T6S, R89W OF THE 6TH PM
CITY OF GLENWOOD SPRINGS, GARFIELD COUNTY, COLORADO
/S. FOUND SURVEY MONUMENT
EAST 1/4 CORNER SEC. 27
3.25" ALUMINUM CAP
BURIED IN GRAVEL
STAMPED LS 19589 1998
660.40
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P\ CV
45
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METES AND BOUNDS
PARCEL
2PAR'r or SEenon 27,
TBS, R89W, B;TH P.M.
8.92 Amens
FOUND SURVEY MONUMENT'
WITNESS CORNER
REO PLASTIC CAP ON
REBAR STAMPED LS 26950
BENCHMARK:
FOUND SURVEY MONUMENT
No. 5 REBAR WTH NO CAP
ELEVATION= 5909.00'
ND SURVEY MONUM NT BASIS OF BEARING
L • R iSTAMPETIG CAP ON
6
QQQ��� REBAR STAMPED LS 26950
1
To Harder - Diesslin Development Group , :
I made an on the ground survey per record description of the land shown as:
A Parcel of land situate in the Southeast Quarter of the Northeast Quarter and in the
Northeast Quarter of the Southeast Quarter of Section 27, Township 6 South, Range
89 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, said
parcel lying westerly of the centerline of the Roaring Fork River and being more
particularly described as follows:
Beginning at a point in said Centerline of the Roaring Fork River from which the
East Quarter Corner of said Section 27 bears S88°47'04"E, 785.29 feet; thence upon
said centerline S11°47'32"W, 248.88 feet to the Southeast Corner of a Parcel of land
described in Book 348 at Page 87 of the Garfield County Public Records; thence
departing said centerline and upon the boundary line of said Parcel recorded in
Book 348 at Page 87 the following three (3) courses: 1) S63°4020"W,121.62 feet to
the easterly right of way line of a 300 foot airport Runway Strip; 2) N26°19'40"W,
167.49 feet upon said easterly right of way; 3) N01°32'20"E, 208.83 feet to the
westerly line of a Parcel of Land described in Book 275 at Page 346 of said Public
Records; thence departing said lands described in Book 348 at Page 87 and upon
said westerly line N30°26'40"W, 428.49 feet to the eastern right of way line
described in Book 343 at Page 365 of said Public Records; thence upon said eastern
right of way the following four (4) courses; 1) N16°04'40"W, 9.21 feet; 2)
N13°26'57"W, 52.35 feet; 3) with all bearings contained herein based uponn.
N18°59'36"W, 239.57 feet; 4) N21°13'34"W, 119.29 feet; thence departing said
easterly right of way line N69°04'08"E, 470.20 feet more or less to said centerline of
the Roaring Fork River; thence upon said centerline of the Roaring Fork River the
following two (2) courses: 1) S10°03111E, 346.20 feet; 2) S07°07'40"E, 660.40 feet to
the Point of Beginning.
Containing 8.92 Acres more or less
N16'04'40 W FOUND SURVEY MONUMENT
COUNT�ROAD 9.21' �No. 5 REBAR WITH NO CAP
50' RIGHT • Or - WAY
BOOK 343 PAGE 365
This is to certify that this map or plat and the survey on which it is based
were made in accordance with the "Minimum Standard Detail Requirements
for ALTA/ACSM Land Title Surveys," jointly established and adopted by
ALTA and NSPS in2011, and indudesItems 1,2,3,4,5,6a,6b,8,11b,18,19,
20a, and 20b of Table A thereof. Pursuant to the Accuracy Standards as
adopted by ALTA and NSPS and in effect on the date of this certification,
undersigned further certifies that in my professional opinion, as a land
surveyor Licensed in the State of Colorado, the Relative Positional Accuracy
of this survey does not exceed that which is specified therein.
Date:
Colorado Licensed Professional
Land Surveyor No. 37902
Theodore J. Archibeque, PLS 37902
Professional Land Surveyor
State of Colorado
FOUND Y MONUMEN
APPAREN
ESS CORN
No. 5 RWITH NO
Archibeque Land Consulting, Ltd
Professional Land Surveying & Mapping
115 Broadway - P.O. Box 3893
Eagle, Colorado 81631
970.328.6020 Office 970.328.6021 Fax
info@prolandsurvey.com
Surveyor Notes:
1) Survey Date: November, 2013.
2) Location of Improvements, Lot lines, and Easements are based upon legal
description in the title commitment Order No. 630084984 dated December 23, 2013
and Survey Monuments found at the time of this survey, as shown hereon. Pertaining
to said title commitment Schedule B-2, the Surveyor researched items numbers as
follows:
3) Basis of Bearing: N18°51'56"W between monuments found marking a portion of
the Southwestern boundary of the subject Parcel, both, as shown and described hereon.
4) Address: 1097 116 County Road. (Not Posted)
5) Elevation Datum: 5909.00 feet for the monument marking the northwest corner of
subject parcel, as shown hereon. This elevation was derived from public mapping
sources.
6) Contour Interval:1 foot.
7) Utilities are shown approximately and should be field verified prior to excavation.
8) Surveyor does not warrant or certify to the integrity of any Digital Data supplied in
conjunction with this map and survey.
9) This parcel described hereon is subject to riparian land law and thus areas and
boundary are subject to change based on accreted, relicted, and/or eroded lands over
time.
10) Lineal Units of the U.S. Survey Foot were used herein.
40 0 20 40
80 160
1 INCH = 40 FEET
LANDS BELIEVED TO BE
ERRONEOUSLY DESCRIBED B
BEARING IN BOOK 348 PAGE 87
FOUND SURVEY MONUMENT
1.25" RED PLASTIC CAP.
IN ASPHALT LS ILLEGIBLE ��__
526'14' 20"ENTERI 1N�
—r 526'14'20"E
—EXTENSION RUNWAY ECORDED APRIL 30, DEPICTED ON PLAT ON No. 22126 COUNTY
THE
1863 AS RECEPTION GARFIELD PUBLIC RECORDS
INV. IN
5910.5'
Revised to City Basis of Bearing 7-11-14 MSS
Revised, added Highwater mark along River 3-26-14 MSS
ALTAIACSM LAND TITLE SURVEY
METES AND BOUNDS PARCEL
LOCATED IN SECTION 27, T6S, R89W OF THE 6TH PM
GLENWOOD SPRINGS, GARFIELD COUNTY, COLORADO
DRAWN BY. MSS
sten 1 of 1
]OB NUMBER: 13203
DRAWING NAME:
13203,ALTA.dwg
MOM 6'f:
TJA
DATE 02-17-2014