HomeMy WebLinkAbout13.0 Driveway Traffic Engineering441111ICONSULTANTS
RIVERCITY
744 HORIZON COURT SUITE 110
(970) 241-4722 info@rccwest.com
GRAND JUNCTION, CO 81506 (970) 241-8841 (Fax)
October 11, 2017
To: Patrick Waller
Senior Planner
Garfield County
108 Eighth Street, Suite 401
Glenwood Springs, CO 81601
From: Marc Kenney
River City Consultants, Inc.
744 Horizon Court, Ste. 110
Grand Junction, CO 81506
Re: Wilde Minor Subdivision (File No. MISA 08-17-8572)
Mr. Waller,
The purpose of this letter is to address Garfield County's concerns stated in their
September 11th, 2017 Completeness Review letter regarding the shared driveway
requirements for the Wilde Minor Subdivision. The intent of the Wilde Minor
Subdivision is to split Parcel C of the Mangurian Exemption property to become two
parcels (Amended Parcel C and Amended Parcel b). Amended Parcel C will be
accessed through an existing shared private driveway. A total of three parcels use
a portion of the existing driveway. All of these parcels are single family residences
that also perform some level of hobby agriculture. Amended Parcel b will be
accessed by a separate private (unshared) driveway. Both driveways connect to
County Road 251. Please refer to the Wilde Minor Subdivision Final Plat,
Attachment 6.
Table 7-107: Roadway Standards lists roadway types and their associated design
standards. The roadway type classifications are based on the projected average
daily trips (AbT). AbT calculations can be performed using the Institute of
Transportation Engineers Trip Generation Manual. This manual graphs data from
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 1 of 12
traffic studies of a variety of land uses. The most applicable land use for this
application is Single Family Detached Housing. There were two applicable methods
for estimating ADT within this classification: 1. using the number of dwelling units
and 2. using the number of persons. Both methods were used to estimate the ADT
and the results are as follows:
ADT Method
Associated Formula
Input Used
Estimated ADT
# of Dwellings(=X)
Ln(T)=0.92Ln(X)+2.72
X=1
15
# of Dwellings(=X)
Ln(T)=0.92Ln(X)+2.72
X=3
42
# of Persons(=X)
Ln(T)=0.91Ln(X)+1.52
X=5
20
# of Persons(=X)
Ln(T)=0.91Ln(X)+1.52
X=6 (2 per house)
23
# of Persons(=X)
Ln(T)=0.91Ln(X)+1.52
X=9 (3 per house)
34
The studies used to generate the ADT formulas primarily used large subdivisions
(the average number of dwellings for each study was 198 and the average number
of persons was 557). Accordingly, the large subdivisions studied likely have a
significant number of ADT that a rural 3 -unit subdivision will not have (various
service associated trips) and the generated results should be considered
conservative for this application of the formulas.
The proposed Amended Parcel D driveway will serve a single residence (ADT = 15).
According to the "# of person? ADT estimate that residence could have up to 5
persons (drivers) before exceeding 20 ADT. Accordingly. the Parcel D driveway
should be classified as a Primitive/Driveway per Table 7-107. The key design and
construction standards of this classification are: ROW=15-30 ft; Single 12 ft lane;
no shoulder required; 2% cross slope; maximum grade of 12%; and a surface of
native material.
The existing shared driveway for Amended Parcel C has an estimated ADT
between 21 and 100. That means this shared driveway should thus be classified as
a Semi -Primitive Access per Table 7-107. The key design standards for this
classification are: 8 ft lane width (total drive surface width of 16 ft); 2 ft
shoulders (20 ft total minimum roadway width); 3% cross slope (for gravel); 5%
shoulder slope; maximum grade of 12%; and surfacing with gravel.
The existing driveway driving surface (i.e., edge of gravel to edge of gravel) was
measured and is detailed in the following table.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 2 of 12
Station
Section
Gravel Width
Comments
0+00
Parcels A, B & C shared
28'
Abutting CR 251
0+07
Parcels A, B & C shared
19'
Bar ditch culvert crossing
0-+50
Parcels A, B & C shared
21'
1+00
Parcels A, B & C shared
21'
1+50
Parcels A, B & C shared
19'
2+00
Parcels A, B & C shared
23'
Beginning of wye
2+25
Parcels A, B & C shared
38'
Middle of wye
2+50
Parcel C single drive
20'
End of wye
3+00
Parcel C single drive
19'
3+50
Parcel C single drive
19'
4+00
Parcel C single drive
19'
4+50
Parcel C single drive
19'
4+57
Parcel C single drive
39'
Ties to concrete pad at
Residence
The narrowest measured width of gravel for the existing shared driveway is 19
feet. This is three feet greater than the 16 required in Table 7-107. The minimum
total roadway width of 20 feet is achieved throughout the length of the corridor
when shoulders are included (see attached pictures, specifically Photo 7 showing
the additional shoulder width). There is a shallow drainage ditch on the uphill side
of the road and the downhill side sheds water via sheet and shallow concentrated
flow (see Photo 3). The existing driveway does have cross slope and there are no
ponding or puddling issues. Accordingly, it is assumed that there are no issues with
the cross slope, shoulder slope, or the ditches of the existing driveway. The
maximum grade of the existing driveway is well below the listed maximum grade of
12%. Orrin Moon, a Fire Marshal with Colorado River Fire Rescue, visited the site
and found no issues with the existing driveway regarding emergency access.
The only issue noted is some damage to the corrugated metal pipe culvert under
the driveway just north of where the driveways starts from the County Road (see
Photo 8). Assuming a station of 0+00 at the intersection of the driveway and
County Road, this culvert is located at station 0+07. The end of the culvert is
"squished" and should be opened up to better convey flows in the roadside ditch
(see pictures). The owner's intent is to repair the damaged culvert and extend it so
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the gravel surface width can be increased to match the rest of the shared
driveway (increased from —19 feet in this area to —21 feet). I recommend
proceeding with these improvements.
Based on the information above it is my professional opinion that the existing
driveway is adequate as a shared access to the three parcels in its current
condition. The driveway meets or exceeds the intended design standards of Table
7-107 and the only modifications or improvements necessary are those associated
with the existing culvert as stated above.
If you have any questions or concerns regarding this letter please don't hesitate to
give me a call.
Thank you,
Marc Kenney, CO PE # 41215
Attachments:
1. Site Photos
2. ADT Calculations
3. ITE Trip Generation Charts
4. Garfield County Article 7 Part 7-107
5. Existing Conditions Survey
6. Wilde Minor Subdivision Final Plat
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Photo 1
Station 0+00 looking north/northeast, This is the start of the shared driveway
just past where it intersects County Road 251. (County Road 251 is behind the
photographer)
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Photo 2
Station 1+00 looking north. You can see the shallow ditch on the uphill or east
(right) side of the road.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 6 of 12
Photo 3
Station 1+50 a close-up of the ditch on the uphill (east) side of the road.
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Photo 4
Station 2+00 looking north/northwest. This is the "wye" in the driveway where
it splits to the first residence (the left fork).
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Photo 5
Station 2+50 looking west down the left fork in Photo 4 to the single residence.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc
Page 9 of 12
Photo 6
Station 4+00 looking east back down the single driveway to the Photo 5 location.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 10 of 12
Photo 7
Station 1+50 looking south toward County Road 251. This picture shows the
gravel lane and associated grassed shoulder that is typical along the driveway.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 11 of 12
Photo 8
Station 0+07 looking south at the east end of the corrugated pipe under the
shared driveway. The damaged end of the pipe is visible. The damaged end will
be repaired, the pipe will be extended, and the gravel surfacing will be
extended to match the typical driveway width between Stations 0+00 and 2+00.
S:\PROJECTS\1705 Wilde\001 Wilde Subdivision\Wilde Subdivision Driveway Letter.doc Page 12 of 12
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Single -Family Detached Housing
(210)
Average Vehicle Trip Ends vs: Dwelling Units
On a: Weekday
Number of Studies: 355
Avg. Number of Dwelling Units: 198 t1&)11(?WM 3, 50 0471:41.16"er1-
Directional Distribution: 50% entering, 50% exiting ‘a4tfAmE-- t's
Trip Generation per Dwelling Unit
Average Rate
Range of Rates
Standard Deviation
9.52
4.31 - 21.85
3.70
Data Plot and Equation
30,000
co
-o
20,000
Lu
a)
7.15
a)
10,000
0
0
X Actual Data Points
1000
X = Number of Dwelling Units
Fitted Curve
Fitted Curve Equation: Ln(T) = 0.92 Ln(X) + 2.72
2000
Average Rate
R2 = 0.95
3000
296 Trip Generation, 9th Edition • Institute of Transportation Engineers
Single -Family Detached Housing
(210)
Average Vehicle Trip Ends vs: Persons
On a: Weekday
Number of Studies: 185 uu4 N/Oa- 7NRN tro et) ' ' 6-9
Average Number of Persons: 557E M
Directional Distribution: 50% entering, 50% exiting
Trip Generation per Person
Average Rate
Range of Rates
Standard Deviation
2.55
1.16 - 5.62
1.69
Data Plot and Equation
T Average Vehicle Trip Ends
10,000
9,000
8,000
7,000
6,000
5,000
4,000
3,000 -
2,000
1,000 -
X
X
XX
X
0
0
X X
•
X
X
XX
X
X Actual Data Points
1000 2000 3000 4000
X = Number of Persons
Fitted Curve Average Rate
Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 1.52
R2 = 0.94
Trip Generation, 9th Edition • Institute of Transportation Engineers 305
GARFIELD COUNTY, COLORADO
Article 7: Standards
C. Utility Location.
Unless otherwise provided in this Code, the following conditions shall apply to the
location of utility services.
1. Underground Location. All utilities except major power transmission lines,
transformers, switching and terminal boxes, meter cabinets, and other
appurtenant facilities shall be located underground throughout the
development unless it is demonstrated to the satisfaction of the BOCC
that compliance is impractical or not feasible and will result in undue
hardship.
2. Easement Location. As applied to Subdivisions and Exemptions, all utility
lines, including appurtenances, shall be placed either within roads or
public rights-of-way.
3. Dimensional Requirements.
a. Easements centered on common Rear Lot Lines shall be at least
16 feet wide.
b. Where an easement abuts a Rear Lot Line that is not the Rear Lot
Line of another lot, or that is on the perimeter of the development,
the easement width shall be a minimum of 10 feet.
c. Where inclusion of utilities within the Rear Lot Line is impractical
due to topographical or other conditions, perpetual unobstructed
easements at least 10 feet in width shall be provided alongside
Lots Lines with satisfactory access to the road or Rear Lot Line.
d. Where easements are combined with a water course, drainage
way, channel, or stream and the use would be in conflict with
drainage requirements or Wetlands, an additional utility easement
of at least 10 feet in width shall be provided.
e. Multiple use of an easement is encouraged to minimize the
number of easements.
D. Dedication of Easements.
All utility easements shall be dedicated to the public. Drainage easement may be
dedicated to either the public or to an HOA.
E. Construction and Installation of Utilities.
Applicants shall make the necessary arrangements with each service utility for the
construction and installation of required utilities. Utilities shall be installed in a manner
that avoids unnecessary removal of trees or excessive excavations, and shall be
reasonably free from physical obstructions.
F. Conflicting Encumbrances.
Easements shall be free from conflicting legal encumbrances.
7-107. ACCESS AND ROADWAYS.
All roads shall be designed to provide for adequate and safe access and shall be reviewed by
the County Engineer.
A. Access to Public Right -of -Way.
All lots and parcels shall have legal and physical access to a public right-of-way.
B. Safe Access.
Access to and from the use shall be safe and in conformance with applicable County,
State, and Federal access regulations. Where the Land Use Change causes warrant(s)
7-3
for improvements to State or Federal highways or County Roads, the developer shall be
responsible for paying for those improvements.
C. Adequate Capacity.
Access serving the proposed use shall have the capacity to efficiently and safely service
the additional traffic generated by the use. The use shall not cause traffic congestion or
unsafe traffic conditions, impacts to the County, State, and Federal roadway system
shall be mitigated through roadway improvements or impact fees, or both.
D. Road Dedications.
All rights-of-way shall be dedicated to the public and so designated on the Final Plat.
They will not, however, be accepted as County roads unless the BOCC specifically
designates and accepts them as such.
E. Impacts Mitigated.
Impacts to County roads associated with hauling, truck traffic, and equipment use shall
be mitigated through roadway improvements or impact fees, or both.
F. Design Standards.
Roadways, surfaces, curbs and gutters, and sidewalks shall be provided as follows:
Design Standards
Design Capacity (ADT)
Major
Colector
2501+
Table 7-107:
Minor
Collector
401- 2500
Roadway
Secondary
Access
201— 400
Standards
Rural Access
101-200
Semi
Primitive
21-100
Primitive/
Driveway
0 — 20
Public Land
Access
No Access
to DU
Minimum ROW Width
(Feet)
80
60
50
50
40
15 to 301
30
Lane Width (Feet)
12
12
11
11
8
Single Lane
12
Single Lane
12
Shoulder Width (Feet)
8
6 Min. Paved
6
4 Min. Paved
6
4 Min. Paved
4
2 Min. Paved
2
0
0
Ditch Width (Feet)
10
10
6
6
4
32
0
Cross Slope
2%
2%
2%
2% Chip/Seal
3% Gravel
2% Chip/Seal
3% Gravel
2%
n/a
Shoulder Slope
3%
3%
5%
5%
5%
n/a
n/a
Design Speed
35 mph
35 mph
n/a
n/a
n/a
n/a
n/a
Minimum Radius (Feet)
425
185
80
80
50
40
n/a
Maximum % Grade
8%
8%
10%
12%
12%
12%
12%
Surface
Asphalt or
Chip/Seal
Chip/Seal
Chip/Seal or
Gravel
Gravel
Gravel
Native
Material
n/a
1 As determined adequate in an engineering review. Primitive road
either an easement or ROW.
2 If determined necessary for adequate drainage.
shall be dedicated ROW, driveway can be dedicated as
1. Circulation and Alignment. The road system shall provide adequate and
efficient internal circulation within the development and provide
reasonable access to public highways serving the development. Roads
shall be designed so that alignments will join in a logical manner and
combine with adjacent road systems to form a continuous route from 1
area to another.
2. Intersections. No more than 2 streets shall intersect at 1 point, with a
minimum of 200 feet between off -set intersections, unless otherwise
approved by the County.
7-4
3. Street Names. Street names shall be consistent with the names of
existing streets in the same alignment. There shall be no duplication of
street names in the County.
4. Congestion and Safety. The road system shall be designed to minimize
road congestion and unsafe conditions.
5. Continuation of Roads and Dead -End Roads. Roads shall be arranged to
provide for the continuation of major roads between adjacent properties
when appropriate and necessary for traffic movement, effective fire
protection, or efficient provision of utilities.
a. If the adjacent property is undeveloped and the road must be
temporarily dead -ended, right-of-way shall be extended to the
property line and the BOCC may require construction and
maintenance of a turnaround for temporary use. The Final Plat
shall include a Plat notation that land outside the normal road
right-of-way shall revert to abutting property owners when the road
is continued, after compliance with the County road vacation
process.
b. Dead-end streets may be permitted provided they are not more
than 600 feet in length and provide for a cul-de-sac or a T-shaped
turnaround based on the following design standards. The BOCC
may approve longer cul-de-sacs for topographical reasons if
adequate fire protection and emergency egress and access can
be provided.
(1)
Cul-de-sacs shall have a radius of at least 45 feet
measured from the center of the cul-de-sac, and
(a) Nonresidential development shall have at
least a 75 -foot right-of-way where tractor
trailer trucks will enter the property; and
(b) Residential development shall have a 50 -
foot right-of-way;
(2) T-shaped Turnaround.
(a) Nonresidential development shall have a
minimum turning radius of 75 feet where
tractor trailer trucks will enter the property;
and
(b) Residential development shall have a
minimum turning radius of 50 feet.
c. Dead-end streets shall be discouraged, except in cases where the
dead-end is meant to be temporary with the intent to extend or
connect the right-of-way in the future. If a dead-end street is
approved, room for plowed snow storage shall be included by
providing a T-shaped turnaround with a minimum turning radius of
50 feet for residential development and 75 feet for
commercial/industrial development where tractor trailer trucks will
enter the property. A dead-end street is different from a cul-de-
sac in that a dead-end street has no permanent turnaround at the
end of the street.
6. Relationship to Topography. Streets shall be designed to be compatible
with the topography, creeks, wooded areas, and other natural features.
Combinations of steep grades and curves should be avoided. When, due
7-5
to topography, hazards or other design constraints, additional road width
is necessary to provide for the public safety by cut and/or fill area,
drainage area, or other road appurtenances along roadways, then
dedication or right -of way in excess of the minimum standards set forth in
this Code shall be required.
7. Erosion and Drainage. The road system shall minimize erosion and
provide for efficient and maintainable drainage structures.
8. Commercial and Industrial. The roads and access in commercial and
industrial developments shall be designed to minimize conflict between
vehicular and pedestrian traffic.
9. Emergency Access and Egress. Roads shall be designed so as to
provide emergency access and egress for residents, occupants, and
emergency equipment. Emergency access shall comply with provisions
of the International Fire Code and requirements of applicable emergency
services, such as fire protection, ambulance, and law enforcement.
10. Traffic Control and Street Lighting. Traffic control devices, street signs,
street lighting, striping, and pedestrian crosswalks are to be provided as
required by the County Road and Bridge Department or other referral
agencies.
11. Drainage Structures.
a. Roadway drainage structures such as bridges, culverts, cross
pans, inlets, and curbs and gutters shall be provided as
determined by design and in conformance with the County road
standards.
b. Culverts are required where driveways connect to roadways
unless specifically exempted by the County Road and Bridge
Department. It is the responsibility of the property owners to
maintain their culverts free and clear of mud, silt, debris, and ice.
Water that flows out of driveways must be diverted to ditches.
Damage to a road caused by a blocked culvert, lack of culvert, or
driveway Runoff is the responsibility of the property owner and
costs of repairs by the County may be billed to the property owner
as authorized by C.R.S. Title 43, Article 5.
12. Roadside Ditches. Water flowing in roadside ditches shall be diverted
away from the road as quickly as possible. In no case shall water travel
in a roadside ditch for a distance greater than 800 feet or have a flow
greater than 5 cubic feet per second during a 25 -year, 24-hour storm
event.
7-108. USE OF LAND SUBJECT TO NATURAL HAZARDS.
Land subject to identified Natural and Geologic Hazards, such as falling rock, landslides, snow
slides, mud flows, radiation, flooding, or high water tables, shall not be developed unless it has
been designed to eliminate or mitigate the potential effects of hazardous site conditions as
designed by a qualified professional engineer and as approved by the County.
7-109. FIRE PROTECTION.
A. Adequate Fire Protection.
Adequate fire protection will be provided for each land use change as required by the
appropriate fire protection district.
7-6
EX STING CONDIT' 0 S
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A TRACT OF LAND SITUATE IN THE SE1/4 OF THE SW1/4 OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 92 WEST OF
THE 6TH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 19: THENCE N00°17'16"W 60.00 FEET; THENCE
N89 °57'57"W 46.26 FEET TO THE TRUE POINT OF BEGINNING, A POINT ON THE NORTH RIGHT-OF-WAY LINE OF
I COUNTY ROAD NO. 251: THENCE N89 °55'09"W 941.38 FEET ALONG SAID NORTH RIGHT-OF-WAY LINE TO THE
I SOUTHEAST CORNER OF A TRACT OF LAND DESCRIBED IN BOOK 750 AT PAGE 792 OF THE RECORDS OF THE CLERK
AND RECORDER OF GARFIELD COUNTY, COLORADO; THENCE N00°06'40"W 539.59 FEET ALONG THE EAST LINE OF
SAID TRACT; THENCE N89 °57'07'E 939.57 FEET; THENCE S00 °18'09'E 541.71 FEET ALONG A FENCE TO THE TRUE
Rebar and 1 1/4" POINT OF BEGINNING.
Plastic Cap A.K.A. PARCEL C, MANGURIAN EXEMPTION PLAT, ACCORDING TO THE PLAT RECORDED THEREOF FILED MARCH 21,
x x x n _1
- r - - - - r • • °,55'''09"4/17 : : ' i`
EE E I
I LS No. 10871 1997 AT RECEPTION NO. 506021.
elm DE ❑E ❑E _ ❑E . -f - - - - - - - - - �� - - - - - - -❑a/
o�
_-_-
_�
Count Road
b O b
. 251----0\
---
---
a N S 37°14'55" E
fr
N �,� 75.82'
o
0— — t---\ SURVEYOR NOTES
WILLIAM AND JAYNE WILDE
363 COUNTY ROAD 251
RIFLE, CO 81650
15" CMP Telephone Ped.
Invert In=5617.3'
Invert Out=5616.8'
1.) DATE OF SURVEY WAS NOVEMBER 4, 2016.
South 1/4 Corner Section 19
�4°eev , 30 �5
So'I` Pti, et D-2
20� aet, 5 4°,e,,-,
°� �5 '
�o°�
3-1/4"Aluminum Cap 2.) BASIS OF BEARINGS FOR THIS SURVEY ISA BEARING OF S89°55'09'E ALONG THE SOUTH LINE OF SUBJECT
LS No. 10871 PARCEL BETWEEN A REBAR AND CAP LS NO. 3317 MARKING THE SOUTHWEST CORNER AND A REBAR AND CAP
LS NO. 10871 MARKING THE SOUTHEAST CORNER.
a4°,e1 3.) THIS SURVEY IS BASED ON THE TITLE COMMITMENT FILE NO. 1200495-C DATED JUNE 30, 2016 PREPARED BY
�w a�'25 TITLE COMPANY OF THE ROCKIES, MANGURIAN EXEMPTION PLAT RECORDED AS RECEPTION NO. 506021,
�G`�g°165 p6a`I DOCUMENTS OF RECORD AND MONUMENTS FOUND IN PLACE AS INDICATED HEREON.
a� °�� g5 $a
�a`� 6 �'1t C, Ao• 4.) THE LINEAL UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE
ge e4t1° UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY.
5.) 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.
SURVEYOR'S STATEMENT
I, MICHAEL J. LANGHORNE, A REGISTERED LAND SURVEYOR # CD L D UNDER THE LAWS OF THE STATE OF
COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHO . - : i AS PREPARED ON THIS DATE DECEMBER 7,
2016 BY ME OR UNDER MY DIRECT SUPERVISION AND E KIND- 1 ' THIS MAP ISA TRUE REPRESENTATION
THEREOF.
MICHAEL J. LANGHORNE, COLORADO RE T N 36572
FOR AND ON BEHALF OF
BOOKCLIFF SURVEY SERVICES, I
FILE: E X C
DFT. TL
CK. MJL
DATE: 11 /18/16
PROJECT NO.
16064.01
SHEET 1
OF 1
Vicinity Map
Scale: 1 "=2000'
CERTIFICATE OF DEDICATION AND OWNERSHIP
THE UNDERSIGNED, WILLIAM W. AND JAYNE M. WILDE, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL
PROPERTY SITUATED IN GARFIELD COUNTY, COLORADO, DESCRIBED AS FOLLOWS:
A TRACT OF LAND SITUATE IN THE SE1/4 OF THE SW1/4 OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 92 WEST
OF THE 6TH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 19: THENCE N00°17'16"W 60.00 FEET; THENCE
N89 °57'57"W 46.26 FEET TO THE TRUE POINT OF BEGINNING, A POINT ON THE NORTH RIGHT-OF-WAY LINE OF
COUNTY ROAD NO. 251: THENCE N89 °55'09 "W 941.38 FEET ALONG SAID NORTH RIGHT-OF-WAY LINE TO THE
SOUTHEAST CORNER OFA TRACT OF LAND DESCRIBED IN BOOK 750 AT PAGE 792 OF THE RECORDS OF THE
CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO; THENCE N00 °06'40"W 539.59 FEET ALONG THE EAST
LINE OF SAID TRACT; THENCE N89°57'07'E 939.57 FEET; THENCE S00°18'09"E 541.71 FEET ALONG A FENCE TO
THE TRUE POINT OF BEGINNING.
A.K.A. PARCEL C, MANGURIAN EXEMPTION PLAT, ACCORDING TO THE PLAT RECORDED THEREOF FILED MARCH
21, 1997 AT RECEPTION NO. 506021.
CONTAINING 11.673 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED,
LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND
STYLE OF WILDE MINOR SUBDIVISION, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNERS DO HEREBY
DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE
USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S) TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID
REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL
EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES
INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE
RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR
INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A
REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE
FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.
EXECUTED THIS DAY OF , A.D., 20_.
WILLIAM W. WILDE
363 COUNTY ROAD 251
RIFLE, CO 81650
STATE OF COLORADO
COUNTY OF GARFIELD
)
SS
JAYNE M. WILDE
363 COUNTY ROAD 251
RIFLE, CO 81650
THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF , A.D., 20 , BY WILLIAM W. WILDE AND JAYNE M. WILDE.
MY COMMISSION EXPIRES:
WITNESS MY HAND AND OFFICIAL SEAL.
(SEAL)
NOTARY PUBLIC
COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS DAY OF
A.D., 20, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO
THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY
OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS,
HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY
COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE
CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN
HEREON.
CHAIRMAN, BOARD OF COUNTY COMMISSIONERS
GARFIELD COUNTY, COLORADO
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
TITLE CERTIFICATE
1, , AN AGENT AUTHORIZED BYA TITLE INSURANCE COMPANY, DO HEREBY CERTIFY
THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN
, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING
MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE
REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS:
DATED THIS
DAY OF , A.D. 20
TITLE COMPANY:
AGENT
Final Plat
Wilde Minor Subdivision
Parcel C, Mangurian Exemption, Situate in the Southwest 1/ 4
Section 19, Township 5 South, Range 92 West, 6th P.M.
County of Garfield, State of Colorado
#5 Rebar
N 89°57'07"E
`C ><
391.23'
25.0'
> r +
Proposed
10.0' Irrigation Easement
10.0'
X
x
X
X
Rebar and 1-1/4"-->
Plastic Cap
LS No. 3317
50.0'
1
Proposed Parcel D
5.003 Acres ±
Proposed Well
alk
Historic Ranch Access
to be Abandoned
939.57''
Proposed
10.0' Irrigation Easement
1
Y
548.34'
( I
Fence
10.0'
I -N 88°49'28" E
35.82'
N
N
10.0'
— 25.0'
Existing Well
Su
Amended Parcel C
363 County Road No. 251
6.670 Acres ±
30.0' Access & Utility
Easement
Reception No. 506021
x
44
Co
Gravel Drive
X
>'
x
New Portion of Access Easement / / /
ON Adjusted with this Plat ''/ / /
Building Setback _IBuilding Setback / I l
/ / /
Proposed New Access per J ,, / Y/
/ Access Permit No. 50.0' r /// // X
/ /
419.91' 1 ( 449.27' / l 72.20'
X x x A 'n A A ! A A A A A A A A A A
N 89 °55'09" W 941.38' — — — —
County Road No. 251
SURVEYOR NOTES
1.) DATE OF SURVEY WAS NOVEMBER 4, 2016.
2.) BASIS OF BEARINGS FOR THIS SURVEY ISA BEARING OF S89 °55'09"E ALONG THE SOUTH LINE OF SUBJECT PARCEL
BETWEEN A REBAR AND CAP LS NO. 3317 MARKING THE SOUTHWEST CORNER AND A REBAR AND CAP LS NO. 10871
MARKING THE SOUTHEAST CORNER.
3.) THIS SURVEY IS BASED ON THE TITLE COMMITMENT FILE NO. 1200495-C DATED JUNE 30, 2016 PREPARED BY TITLE
COMPANY OF THE ROCKIES, MANGURIAN EXEMPTION PLAT RECORDED AS RECEPTION NO. 506021, DOCUMENTS OF
RECORD AND MONUMENTS FOUND IN PLACE AS INDICATED HEREON.
4.) THE LINEAL 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.
5.) 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.
SURVEYOR'S CERTIFICATE
I, MICHAEL J. LANGHORNE, DO HEREBY CERTIFY THAT I AM A
LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A
SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND
SURVEY OF SAID PROPERTY BY ME, OR UNDER MY
OF THE LOTS, EASEMENTS AND STREETS OF WI.
COMPLIANCE WITH APPLICABLE REGULATIONS G
IN WITNESS WHEREOF, I HAVE SET
PROFESSIONAL LAND SURVEY19••
SIONAL LAND SURVEYOR LICENSED UNDER THE
ECT AND COMPLETE PLAT OF WILDE MINOR
N, THAT SUCH PLAT WAS MADE FROM AN ACCURATE
1V, D CORRECTLY SHOWS THE LOCATION AND DIMENSIONS
DIVISION AS THE SAME ARE STAKED UPON THE GROUND IN
E SUBDIVISION OF LAND.
DAY OF A.D., 20 .
CERTIFICATE OF TAXES PAID
I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND
ASSESSMENTS DUE AND PAYABLE AS OF
UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL.
DATED THIS DAY OF ,A.D., 20
TREASURER OF GARFIELD COUNTY
Rebar and 1-1/4"
Plastic Cap
Illegible
0
60
120
180
SCALE: 1 "=60'
LEGEND
#5 Rebar and 1-1/4" Plastic Cap 0
LS No. 35672 Set in Place
Portion of Platted
Access Easement
to be Adjusted
r-1
Rebar and 1-1/4"
1 Plastic Cap
LS No. 10871
S 37°14'55"E
75.82'
South 1/4 Corner Section 19
3-1/4" Aluminum Cap
LS No. 10871
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING,
PURSUANT TO C.R.S. § 38-51-101 AND 102, ET SEQ.
DATED THIS
DAY OF , A.D., 20 .
GARFIELD COUNTY SURVEYOR
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO,
AT O'CLOCK , ON THIS DAY OF A.D., 20 , AND IS DULY RECORDED AS
RECEPTION NO.
ATTEST:
CLERK AND RECORDER
BY.
DESCRIPTION
z
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43
t
aPc,1
WILDE MINOR SUBDIVISION
WILLIAM AND JAYNE WILDE
FILE: MINOR
DFT. TL
CK. MJL
DATE: 11/18/16
PROJECT NO.
16064.01
SHEET 1
OF 1
13—:1_
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Vicinity Map
Scale: 1 "=2000'
CERTIFICATE OF DEDICATION AND OWNERSHIP
THE UNDERSIGNED, WILLIAM W. AND JAYNE M. WILDE, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL
PROPERTY SITUATED IN GARFIELD COUNTY, COLORADO, DESCRIBED AS FOLLOWS:
A TRACT OF LAND SITUATE IN THE SE1/4 OF THE SW1/4 OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 92 WEST
OF THE 6TH PRINCIPAL MERIDIAN, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTH 1/4 CORNER OF SAID SECTION 19: THENCE N00°17'16"W 60.00 FEET; THENCE
N89 °57'57"W 46.26 FEET TO THE TRUE POINT OF BEGINNING, A POINT ON THE NORTH RIGHT-OF-WAY LINE OF
COUNTY ROAD NO. 251: THENCE N89 °55'09 "W 941.38 FEET ALONG SAID NORTH RIGHT-OF-WAY LINE TO THE
SOUTHEAST CORNER OFA TRACT OF LAND DESCRIBED IN BOOK 750 AT PAGE 792 OF THE RECORDS OF THE
CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO; THENCE N00 °06'40"W 539.59 FEET ALONG THE EAST
LINE OF SAID TRACT; THENCE N89°57'07'E 939.57 FEET; THENCE S00°18'09"E 541.71 FEET ALONG A FENCE TO
THE TRUE POINT OF BEGINNING.
A.K.A. PARCEL C, MANGURIAN EXEMPTION PLAT, ACCORDING TO THE PLAT RECORDED THEREOF FILED MARCH
21, 1997 AT RECEPTION NO. 506021.
CONTAINING 11.673 ACRES, MORE OR LESS, HAVE CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED,
LAID OUT, PLATTED AND SUBDIVIDED INTO LOTS AND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND
STYLE OF WILDE MINOR SUBDIVISION, A SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNERS DO HEREBY
DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE
USE OF THE PUBLIC FOREVER, AND HEREBY DEDICATE(S) TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID
REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLAT AS PERPETUAL
EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES
INCLUDING, BUT NOT LIMITED TO, ELECTRIC LINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE
RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FOR
INSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A
REASONABLE AND PRUDENT MANNER. ALL EXPENSE FOR STREET PAVING OR IMPROVEMENTS SHALL BE
FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.
EXECUTED THIS DAY OF , A.D., 20_.
WILLIAM W. WILDE
363 COUNTY ROAD 251
RIFLE, CO 81650
STATE OF COLORADO
COUNTY OF GARFIELD
)
SS
JAYNE M. WILDE
363 COUNTY ROAD 251
RIFLE, CO 81650
THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS
DAY OF , A.D., 20 , BY WILLIAM W. WILDE AND JAYNE M. WILDE.
MY COMMISSION EXPIRES:
WITNESS MY HAND AND OFFICIAL SEAL.
(SEAL)
NOTARY PUBLIC
COUNTY COMMISSIONERS' CERTIFICATE
THIS PLAT IS APPROVED BY THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, THIS DAY OF
A.D., 20, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCE TO
THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISION THAT APPROVAL IN NO WAY
OBLIGATES GARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS,
HIGHWAYS OR EASEMENTS DEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY
COMMISSIONERS BY SUBSEQUENT RESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE
CONSTRUCTION, REPAIR OR MAINTENANCE OF PUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN
HEREON.
CHAIRMAN, BOARD OF COUNTY COMMISSIONERS
GARFIELD COUNTY, COLORADO
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.
ATTEST:
COUNTY CLERK
TITLE CERTIFICATE
1, , AN AGENT AUTHORIZED BYA TITLE INSURANCE COMPANY, DO HEREBY CERTIFY
THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPON THIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN
, FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES (INCLUDING
MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORD AFFECTING THE
REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS:
DATED THIS
DAY OF , A.D. 20
TITLE COMPANY:
AGENT
Final Plat
Wilde Minor Subdivision
Parcel C, Mangurian Exemption, Situate in the Southwest 1/ 4
Section 19, Township 5 South, Range 92 West, 6th P.M.
County of Garfield, State of Colorado
#5 Rebar
N 89°57'07"E
`C ><
391.23'
25.0'
> r +
Proposed
10.0' Irrigation Easement
10.0'
X
x
X
X
Rebar and 1-1/4"-->
Plastic Cap
LS No. 3317
50.0'
1
Proposed Parcel D
5.003 Acres ±
Proposed Well
alk
Historic Ranch Access
to be Abandoned
939.57''
Proposed
10.0' Irrigation Easement
1
Y
548.34'
( I
Fence
10.0'
I -N 88°49'28" E
35.82'
N
N
10.0'
— 25.0'
Existing Well
Su
Amended Parcel C
363 County Road No. 251
6.670 Acres ±
30.0' Access & Utility
Easement
Reception No. 506021
x
44
Co
Gravel Drive
X
>'
x
New Portion of Access Easement / / /
ON Adjusted with this Plat ''/ / /
Building Setback _IBuilding Setback / I l
/ / /
Proposed New Access per J ,, / Y/
/ Access Permit No. 50.0' r /// // X
/ /
419.91' 1 ( 449.27' / l 72.20'
X x x A 'n A A ! A A A A A A A A A A
N 89 °55'09" W 941.38' — — — —
County Road No. 251
SURVEYOR NOTES
1.) DATE OF SURVEY WAS NOVEMBER 4, 2016.
2.) BASIS OF BEARINGS FOR THIS SURVEY ISA BEARING OF S89 °55'09"E ALONG THE SOUTH LINE OF SUBJECT PARCEL
BETWEEN A REBAR AND CAP LS NO. 3317 MARKING THE SOUTHWEST CORNER AND A REBAR AND CAP LS NO. 10871
MARKING THE SOUTHEAST CORNER.
3.) THIS SURVEY IS BASED ON THE TITLE COMMITMENT FILE NO. 1200495-C DATED JUNE 30, 2016 PREPARED BY TITLE
COMPANY OF THE ROCKIES, MANGURIAN EXEMPTION PLAT RECORDED AS RECEPTION NO. 506021, DOCUMENTS OF
RECORD AND MONUMENTS FOUND IN PLACE AS INDICATED HEREON.
4.) THE LINEAL 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.
5.) 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.
SURVEYOR'S CERTIFICATE
I, MICHAEL J. LANGHORNE, DO HEREBY CERTIFY THAT I AM A
LAWS OF THE STATE OF COLORADO, THAT THIS PLAT IS A
SUBDIVISION, AS LAID OUT, PLATTED, DEDICATED AND
SURVEY OF SAID PROPERTY BY ME, OR UNDER MY
OF THE LOTS, EASEMENTS AND STREETS OF WI.
COMPLIANCE WITH APPLICABLE REGULATIONS G
IN WITNESS WHEREOF, I HAVE SET
PROFESSIONAL LAND SURVEY19••
SIONAL LAND SURVEYOR LICENSED UNDER THE
ECT AND COMPLETE PLAT OF WILDE MINOR
N, THAT SUCH PLAT WAS MADE FROM AN ACCURATE
1V, D CORRECTLY SHOWS THE LOCATION AND DIMENSIONS
DIVISION AS THE SAME ARE STAKED UPON THE GROUND IN
E SUBDIVISION OF LAND.
DAY OF A.D., 20 .
CERTIFICATE OF TAXES PAID
I, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND
ASSESSMENTS DUE AND PAYABLE AS OF
UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL.
DATED THIS DAY OF ,A.D., 20
TREASURER OF GARFIELD COUNTY
Rebar and 1-1/4"
Plastic Cap
Illegible
0
60
120
180
SCALE: 1 "=60'
LEGEND
#5 Rebar and 1-1/4" Plastic Cap 0
LS No. 35672 Set in Place
Portion of Platted
Access Easement
to be Adjusted
r-1
Rebar and 1-1/4"
1 Plastic Cap
LS No. 10871
S 37°14'55"E
75.82'
South 1/4 Corner Section 19
3-1/4" Aluminum Cap
LS No. 10871
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING,
PURSUANT TO C.R.S. § 38-51-101 AND 102, ET SEQ.
DATED THIS
DAY OF , A.D., 20 .
GARFIELD COUNTY SURVEYOR
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO,
AT O'CLOCK , ON THIS DAY OF A.D., 20 , AND IS DULY RECORDED AS
RECEPTION NO.
ATTEST:
CLERK AND RECORDER
BY.
DESCRIPTION
z
0
Li]
ftt.1
ce)
43
t
aPc,1
WILDE MINOR SUBDIVISION
WILLIAM AND JAYNE WILDE
FILE: MINOR
DFT. TL
CK. MJL
DATE: 11/18/16
PROJECT NO.
16064.01
SHEET 1
OF 1