HomeMy WebLinkAboutApplication Addendum #2 09.22.20261
Bauldridge Minor Subdivision Application | Addendum #2
Submitted: September 22, 2026
prepared by
(970) 379-1669 | matt@coloradoplanning.com
0165 Basalt Mountain Drive | Carbondale, CO 81623
on behalf of
Diane Bauldridge
0101 Fox Prowl Lane | Carbondale, CO 81623
2
September 22, 2026
Mr. Glenn Hartmann
Garfield County Community Development Department
108 8th Street, Suite 401
Glenwood Springs, Colorado 81601
Mr. Hartmann:
Attached, please find a second addendum to the Bauldridge Minor Subdivision application submitted by
Western Slope Consulting, on behalf of Diane Bauldridge, on April 17, 2024. This second addendum is
submitted in response to county staff comments on the Minor Subdivision application and the conditions
of approval for the storage use on the property.
1. Evidence of Water Supply and Modification to Waiver Request
The Minor Subdivision application submitted to Garfield County on April 17, 2024, included a request
for a waiver of Section 4-203(M) submission requirements. The purpose of this request was to allow
the applicant to address the following requirements until after the county’s approval of the Minor
Subdivision and prior to the recording of the Final Plat:
1. Obtain and execute a water allotment contract with the Basalt Water Conservancy District
(BWCD);
2. Permit and construct the wells for Lot 2 and Lot 3;
3. Perform and submit the results of the required pump and water quality tests on the wells for Lot
2 and 3; AND
4. Re-permit the existing well on Lot 1, as required by the State of Colorado.
Based on feedback from county staff, the Bauldridge’s have obtained a Water Allotment Contract from
the BWCD to provide evidence that there is a water supply sufficient for the build-out of the proposed
Minor Subdivision in terms of water quantity, dependability, and availability. A copy of the approved
and executed Water Allotment Contract is included with this addendum.
Given that the Bauldridge’s have obtained a Water Allotment Contract from the BWCD, the request
for a waiver of Section 4-203(M) submission requirements is modified as follows:
Request for a Waiver of Section 4-203(M) Submission Requirements
Subsections 4-203(M)(b) and 4-203(M)(d) require that the following information and materials be
submitted in conjunction with an application for a Minor Subdivision:
▪ A plan that describes how the water supply will be sufficient for build-out of the proposed
development in terms of water quality, quantity, dependability, and availability.
▪ A minimum 4-hour pump test shall be performed on the well(s) to be used. The results of the
pump test shall be analyzed and summarized in a report, including basic well data (size, depth,
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static water level, aquifer, etc.) pumping rate, draw down, recharge, and estimated long-term
yield. The report shall be prepared by a qualified professional with expertise in the ground water
or hydrology field and shall include an opinion that the well will be adequate to supply water for
the proposed uses. The report shall also address the impacts to ground water resources in the
area.
▪ Water quality shall be tested by an independent testing laboratory for the following
contaminants: alkalinity, arsenic, cadmium, calcium, coliform bacteria, chloride, conductivity,
copper, corrosivity, fluoride, hardness, iron, lead, magnesium, manganese, nitrate/nitrite, pH,
sodium, sodium adsorption ratio, sulfate, total dissolved solids, uranium and zinc. Additional
testing may be required for other contaminants that occur within the County. The results shall
show that the Maximum Contaminants Levels (MCLs), as set forth by the CDPHE within the
Colorado Primary Drinking Water Standards, are not exceeded, or the Applicant has otherwise
identified a treatment system that will bring the water within acceptable MCLs. Annual testing,
testing for other contaminants, and testing for secondary drinking standards including taste,
odor, color, staining, scaling, and corrosion is also recommended.
▪ Evidence that private water owners can and will supply water to the proposed subdivision stating
the amount of water available for use within the subdivision and the feasibility of extending
service to that area.
▪ Evidence concerning the potability of the proposed water supply for the subdivision.
Information for the existing well on the subject property is included in the Minor Subdivision
application and addresses the requirements of Subsections 4-203(M)(b) and 4-203(M)(d). The wells
for Lot 2 and Lot 3 have yet to be permitted and constructed. Therefore, it is not possible to provide
the required information for these wells.
Without certainty that the proposed subdivision has been approved by the county, the applicant has
concerns about permitting and constructing the wells for Lot 2 and Lot 3. Permitting and construction
of the wells prior to the approval of the subdivision could become problematic if the subdivision were
not approved and the wells needed to be abandoned. Further, it is unclear if the State of Colorado
will permit the wells for Lot 2 and 3 without evidence that the subdivision (i.e., creation of Lots 2 and
3) has been approved by the county. Therefore, the applicant is proposing to address the following
after the approval of the subdivision by the county and prior to the recording of the Final Plat:
1. Permit and construct the wells for Lot 2 and Lot 3;
2. Perform and submit the results of the required pump and water quality tests on the wells for Lot
2 and 3; AND
3. Re-permit the existing well on Lot 1, as required by the State of Colorado.
The completion of these tasks will address the requirements of Subsections 4-203(M)(b) and 4-
203(M)(d).
It is requested that the applicable decision-making body defer the submission requirements of
Subsections 4-203(M)(b) and 4-203(M)(d) until after the approval of the Minor Subdivision but prior
to the recording of the Final Plat.
4
If this waiver is approved, withholding the recording of the Final Plat is a practical method for the
county to ensure that the information required under Subsections 4-203(M)(b) and 4-203(M)(d) is
addressed prior to the legal creation of any of the lots within the proposed subdivision.
Compliance with Waiver Review Criteria (Section 4-202)
1. The Applicant shows good cause for the requested waiver.
It is believed that the justification provided herein demonstrates good cause for the requested
waiver.
2. The project size, complexity, anticipated impacts, or other factors support a waiver.
If the wells for Lots 2 and 3 were permitted and constructed prior to a decision on the proposed
subdivision, the wells would become unnecessary if the subdivision were denied. The potential
issues associated with permitting and constructing the wells for Lots 2 and 3 prior to an approval
of the proposed subdivision support the requested waiver.
3. The waiver does not compromise a proper and complete review.
The information required pursuant to Subsections 4-203(M)(b) and 4-203(M)(d) will still be
submitted to the county for review prior to the recording of the Final Plat. Therefore, a proper
and complete review of this application will still be possible prior to the legal creation of any lots
within the proposed subdivision.
4. The information is not material to describing the proposal or demonstrating compliance with
approval criteria.
Adequate information has been included in the Minor Subdivision application to demonstrate
that the existing well complies with the requirements of Subsections 4-203(M)(b) and 4-
203(M)(d).
The approved and executed Water Allotment Contract provides evidence that there is a water
supply sufficient to serve the build-out of all lots in the proposed subdivision in terms of water
quantity, dependability, and availability.
The Minor Subdivision application and this addendum provide evidence that it is feasible to serve
Lot 2 and Lot 3 with non-exempt wells and that the information necessary to ensure compliance
with the requirements of Subsections 4-203(M)(b) and 4-203(M)(d) will be submitted to the
county prior to the recording of the Final Plat.
It is believed that sufficient evidence has been provided to describe the proposed Minor
Subdivision and to demonstrate compliance with the review criteria set forth in Section 5-301(C).
2. Request for a Waiver of Section 7-1001: Industrial Use Standards
The approval of the Land Use Change Permit for the storage use on the property included a condition
that the Minor Subdivision application include a waiver request(s) for all relevant items. Specifically,
the Minor Subdivision application must include a waiver(s) that addresses the applicable Industrial
Use Standards set forth in Section 7-1001. The required request for a waiver from the applicable
Industrial Use Standards is included on the following pages.
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Request for a Waiver of Section 7-1001: Industrial Use Standards
Pursuant to Subsections 7-1001(A), 7-1001(B), and 7-1001(D)(3), the approved storage use must
comply with the following standards:
▪ Residential Subdivisions. Industrial uses shall not occupy a lot in a platted residential Subdivision.
▪ Setbacks. All activity associated with these uses shall be a minimum of 100 feet from an adjacent
residential property line, unless the use is on an industrially zoned property, or located within a
building. At a minimum, required setbacks as identified in Table 3-201 shall apply.
▪ Storing. Shall be a minimum of 100 feet from an adjacent property line or located entirely within a
building.
Upon approval of the proposed Minor Subdivision, the approved storage use will be:
▪ Located within a platted residential subdivision.
▪ Roughly 10 feet from the western property line for Lot 2.
Therefore, a waiver from the Industrial Use Standards set forth in Subsections 7-1001(A), 7-1001(B),
and 7-1001(D)(3) is requested.
It is important to note that if the proposed subdivision does not move forward, a waiver from the
Industrial Use Standards is unnecessary.
Compliance with Waiver Review Criteria (Subsection 4-118(C))
1. It achieves the intent of the subject standard to the same or better degree than the subject
standard.
The intent of the county’s Industrial Use Standards is to minimize adverse impacts (e.g., noise,
vibration, emissions, visual impacts, etc.) on adjacent properties and land uses, most notably
residential uses. The applicant recognizes that the approved storage use has the potential to
result in dust, noise, and visual impacts on adjacent properties and Lots 2 and 3 in the proposed
subdivision. The applicant is implementing the following measures to mitigate such impacts:
▪ Graveled Surfacing. The access and storage areas associated with the storage use will be
graveled to minimize dust.
▪ Limited Hours of Operation. Pursuant to Subsection 7-1001(H), the hours of operation
permitted for an Industrial Use are “…7:00 a.m. to 7:00 p.m. Monday through Saturday, or as
approved by the decision-making authority.” The applicant has voluntarily restricted the
hours of operation for the storage use to Monday – Friday, 7:00 am to 6:00 pm. This is being
done to minimize noise impacts on residences neighboring the storage use, specifically in the
evening and on weekends.
▪ Plat Note. If the proposed subdivision is approved, a note will be added to the Final Plat
notifying future lot owners that a storage use is approved on Lot 1.
▪ Screening Fence. A 6-foot-tall opaque fence will be installed along the eastern and southern
edges of the storage use to provide screening and minimize potential visual impacts to the
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east and south. Refer to the Bauldridge Storage Screening Plan included with this addendum
for further detail.
▪ Storage of Industrial Wastes/Hazardous Materials Prohibited. Users of the storage use are
prohibited from storing industrial wastes, flammable or explosive solids or gases, and other
hazardous materials. The prohibition of such materials works to minimize potential adverse
impacts on adjacent properties and land uses, as well as the potential for surface waters and
groundwater to become polluted by runoff or infiltration of storm water from the storage
use.
The applicant has identified and is implementing these mitigation measures to minimize potential
impacts from the storage use on adjacent properties and land uses, specifically surrounding
residential uses.
The addition of a note on the Final Plat provides potential buyers of lots in the Minor Subdivision with
notice that a storage use is authorized on Lot 1 and enables them to consider that in their decision-
making and set their expectations accordingly.
The measures proposed by the applicant achieve the intent of the applicable Industrial Use Standards
set forth in Section 7-1001.
2. It imposes no greater impacts on adjacent properties than would occur through compliance with
the specific requirements of this Code.
The mitigation measures being implemented by the applicant for the approved storage use work
to address the same impacts that the county’s Industrial Use Standards are intended to address.
With the implementation of said mitigation measures, the requested waiver is not anticipated to
result in greater impacts on adjacent properties than would occur by complying with the county’s
standards set forth in Subsections 7-1001(A), 7-1001(B), and 7-1001(D)(3).
3. Updated Site Plan
An updated Site Plan for the proposed Minor Subdivision is included with this addendum. The
updated Site Plan depicts the approved storage use and associated improvements.
4. Updated Names and Addresses of Adjacent Property Owners
An updated list and map with the names and addresses of the owners of record for properties within
200-feet of the subject property is provided on pages 8-9 of this addendum. The information provided
in the list and on the map is current as of September 22, 2026.
Note, there have been no changes to the names and addresses of the owners of record within 200-
feet of the subject property. Therefore, the names and addresses included in the Minor Subdivision
application remain valid.
We are hopeful that the information provided in this second addendum enable the county to
recommence and complete the Administrative Review of the Bauldridge Minor Subdivision. If further
information is required, please let us know at your earliest convenience.
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We appreciate the application being scheduled for a Director Decision as soon as possible. If you have any
questions, you may contact me at (970) 379-1669 or matt@coloradoplanning.com.
Sincerely,
Principal | Western Slope Consulting, LLC
8
List of Adjacent Property Owners
The records of the Garfield County Assessor identify the following owners of record for properties within
200-feet of the subject property. This information is current as of September 22, 2026.
Table 1. Owners of Record within 200 feet of the Subject Property
Parcel
Number
Account
Number
Owner
of Record
Mailing
Address
Physical
Address
1 239132100044 R111611 John Richards III 45 Eagles Nest Court
Carbondale, CO 81623
17408 Highway 82
Carbondale, CO 81623
2 239132400021 R011299 Collin Arnold &
Jeffrey McCollum
17377 Highway 82
Carbondale, CO 81623
17377 Highway 82
Carbondale, CO 81623
3 239132400022 R011505 Wesley & Ashley
Worthington
17395 Highway 82
Carbondale, CO 81623
17395 Highway 82
Carbondale, CO 81623
4 239133204014 R008048 Alexander Kallas
PO Box 5364
Snowmass Village, CO
81615
371 Larkspur Drive
Carbondale, CO 81623
5 239133204015 R008049 SES Management, INC 9885 Tanner Road
Houston, TX 77041
389 Larkspur Drive
Carbondale, CO 81623
6 239133204016 R008050 Jireh Holdings LLC 6661 South Evanston Circle
Tulsa, OK 74136
401 Larkspur Drive
Carbondale, CO 81623
7 239133204017 R008051 Stephen Connor &
Joy Katzmark
449 Larkspur Drive
Carbondale, CO 81623
449 Larkspur Drive
Carbondale, CO 81623
8 239133204026 R008060 Diane Alonso 259 Blue Stem Court
Carbondale, CO 81623
259 Blue Stem Court
Carbondale, CO 81623
9 239133300002 R011451 Old Yard LLC PO Box 1799
Carbondale, CO 81623
17694 Highway 82
Carbondale, CO 81623
10 239133300006 R011067 Spencer & Stephanie
Eiseman
17411 Highway 82
Carbondale, CO 81623
17411 Highway 82
Carbondale, CO 81623
11 239133300007 R011327 Christine Lester 65 Favre Lane
El Jebel, CO 81623
17451 Highway 82
Carbondale, CO 81623
12 239133300008 R011191 Joseph & Gerry Zamora PO Box 754
Carbondale, CO 81623
17453 Highway 82
Carbondale, CO 81623
13 239133300009 R011461 Christina Davis
601 E Hopkins
3rd Floor
Aspen, CO 81611
17499 Highway 82
Carbondale, CO 81623
14 239133300011 R110242 Janice Gesselle Trust 17607 Highway 82
Carbondale, CO 81623
17607 Highway 82
Carbondale, CO 81623
15 239133300012 R011482
Michael Rosenberg -
Trustee Omni Universal
Trust 12/21/94
17665 Highway 82
Carbondale, CO 81623
17665 Highway 82
Carbondale, CO 81623
16 239133300016 R110243 Anna Edgerly 17527 Highway 82
Carbondale, CO 81623
17527 HIGHWAY 82
CARBONDALE, CO
17 239133300031 R111613 Cheryl Howard &
Robert Rust
17696 Highway 82
Carbondale, CO 81623
17696 Highway 82
Carbondale, CO 81623
18 239133300034 R112067 Kathleen & James
Clausen
17603 Highway 82
Carbondale, CO 81623
17603 Highway 82
Carbondale, CO 81623
9
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00 20'40'
GRAPHIC SCALE
DATE CREATED:
MAY 28, 2026
1 INCH = 20 FEET
SHEET:
SP-1.0
PROJECT:
BAULDRIDGE STORAGE
LIMITED IMPACT REVIEW APPLICATION
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EXISTING GRAVELED AREA TO BE
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WITH NATIVE GRASS SEED
(± 3,115 SF)
PROPOSED 6-FOOT-TALL
OPAQUE FENCE TO
SCREEN STORAGE AREA
(± 530 LF)
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EXISTING 16-FOOT WIDE
RIGHT-OF-WAY GRANTED TO
MOUNTAIN STATES T&T PER
RECEPTION NO. 266309 (BK469 PG140)
16.0'
10.0'
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SIDE YARD
SETBACK
EXISTING DIRT AREA
TO BE GRAVELED
EXISTING AREA
OF NATIVE GRASSES
TO BE GRAVELED
(± 450 SF)
EXISTING AREA
OF NATIVE GRASSES
TO BE GRAVELED
(± 620 SF)
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24.0'
40.0'
10.0'
20.4'
10
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9
8
7
6
5
4
3
2
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PROPOSED 6-FOOT-TALL
OPAQUE FENCE TO SCREEN
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(± 530 LF)
PROPOSED 6-FOOT-TALL
OPAQUE FENCE TO
SCREEN STORAGE AREA
(± 530 LF)
17450 HIGHWAY 82, CARBONDALE, CO 81623
PROPOSED 6-FOOT-TALL
OPAQUE FENCE TO SCREEN
STORAGE AREA
(± 530 LF)
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16.0
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56.0
6360
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R20.0
CDOT ACCESS PERMIT #323154 (MM 17.23):
PROPOSED SHARED ACCESS
16.0'
APPROXIMATELY 125.6'' TO HIGHWAY CENTER
10.0'' SETBACK
50.0'' SETBACK
10.0'' SETBACK
10.0'' SETBACK
50.0'' SETBACK
10.0'' SETBACK
10.0'' SETBACK
10.0'' SETBACK
50.0'' SETBACK
14.0'
4.0'
EXISTING WELL SERVES EXISTING RESIDENCE
PERMIT NUMBER# 106071
26.0'
PROPOSED SHARED ACCESS
PROPOSED 4' ASPHALT SHOULDER
PROPOSED 26' WIDE ACCESS & UTILITY EASEMENT
EXISTING SWALES
RICHARDS, JOHN
239132100044
2.01 ACRES
OLD YARD LLC
239133300002
2.10 ACRES
JANICE GESSELE TRUST
239133300011
4.18 ACRESCLAUSEN, KATHLEEN & JAMES
23913330034
2.00 ACRES
ANNA EDGERLY
239133300016
4.75 ACRESCHRISTINA, DAVIS
239133300009
4.68 ACRES
GERRY & JOSEPH, ZAMORA
239133300008
10 ACRES
LESTER, CHRISTINE
23913330007
1.28 ACRESEISEMAN, SPENCER &
STEPHANIE
239133300006
0.36 ACRES
INSTALL 20 L.F. 12" CULVERT FOR THE PATTERSON
AND CUMMINS DITCH UNDER THE 16' SHARED
ACCESS
UTILITY POLE (TYP)
W/ELEC. METERS (2)
TELEPHONE
PEDESTAL
TELE
PEDESTAL
FOUND NO.5 REBAR AND
1.25" RED PLASTIC CAP LS
33638 (TSS)
0.2' ABOVE GROUND
FOUND 1.25" RED PLASTIC CAP LS
33638 (TSS)
IN TOP OF 6" FENCE POST
FOUND CDOT REFERENCE
MARKER 1.25" SHINER IN
FENCE POST
FOUND NO.5 REBAR AND
1.25" ALUMINUM CAP LS
10732
2" ABOVE GROUND
PROPANE TANK
SEPTIC LIDSCLEANOUT
ELECTRIC SERVICE
LIMIT OF DENSE
VEGETATION (TYP.)
MAILBOX
17450 COLORADO STATE HWY. 82
HIGHWAY 82 ACCESS ROAD (FRONTAGE ROAD)
HIGHWAY 82
EXISTING RESIDENCE
1125 S.F.
EXISTING GARAGE
757 S.F.
EXISTING GARAGE/BARN
4614 S.F.
EXISTING GRAVEL DRIVEWAY
& STORAGE PARKING
26049 S.F.
PROPOSED LOT
1
LOT AREA =
3.18 ACRES
PROPOSED LOT
2
LOT AREA =
2.32 ACRES
PROPERTY/R
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PROPERTY/ROW LINE
PROPOSED LOT 3
LOT AREA = 2.32 ACRES
EXISTING GARFIELD COUNTY PARCEL NUMBER
239133300001
7.79 ACRES
25.0'' SETBACK
STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK STBK
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STBK
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STBK
STBK
STBK
STBK
STBK
STBK
STBK
STBK
STBK
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25.0'' SETBACK
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25.0'' SETBACK
CDOT ACCESS PERMIT #323154 (MM 17.13):
AS AMENDED, INCLUDES EXISTING
COMMERCIAL USE.
EXISTING ACCESS FOR 17450 HIGHWAY 82 ACCESS ROAD
CENTERLINE OF EXISTING 16.0' ROW
EASEMENT GRANTED TO MOUNTAIN STATES
T&T PER REC #266309 (BK469 PG140)
14.0'
14.3'
14.0'
1
2
3
4
5
6
7
8
9
10
1 2 3 4 5 6
2.8'
4.4'
2.4'
EXISTING DOMESTIC WELL
EXISTING CATV PEDESTAL
33134.01JOB NO.
DATE:11-04-2025
DESIGNED BY
DRAWN BY
CHECKED BY
WJB
WJB
DATE REVISION
C-1.0
DRAWING NO.
TITLE
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1 inch = ft.
( IN FEET )
GRAPHIC SCALE
040 40 80
40
16020
MEMBER UTILITIES
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2-BUSINESS DAYS IN ADVANCE
Know what's below.
before you dig.Call
EXISTING GUY WIRE
EXISTING POWER POLE
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL7900
EXISTING WIRE FENCEx
EXISTING TELEPHONE
EXISTING UNDERGROUND ELECTRIC
XUT XUT
XEL XEL
EXISTING OVERHEAD ELECTRICOELOEL
EXISTING SWALE OR DITCH>>>>
EXISTING LEGEND
EXISTING GRAVEL PAVEMENT
PROPOSED SETBACKSSTBK
PROPOSED LEGEND
PROPOSED GRAVEL
PROPOSED LOT LINES
SHEET INDEX:
C1. - SITE COVER PLAN
C2. - UTILITY PLAN
ASPHALT PAVEMENT
ASPHALT PAVEMENT
1.THE EXISTING CONDITIONS ARE FROM AN UPDATED FIELD SURVEY OF TOPOGRAPHY AND
SURFACE IMPROVEMENTS PERFORMED BY SOPRIS ENGINEERING, LLC (SE). THE EXISTING UTILITY
LOCATIONS ARE APPROXIMATE FROM UTILITY MAPPING, AND FROM THE SE FIELD SURVEY OF
SURFACE UTILITIES.
2.ALL GEOTECHNICAL ENGINEERING RECOMMENDATIONS SHALL BE ADHERED TO.
3.SUBJECT PARCEL MUST ADHERE TO GARFIELD COUNTY RURAL (R) ZONING REQUIREMENTS
SITE NOTES:
N
O
R
T
H
SO
P
R
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PROPERTY DESCRIPTION
A TRACT IN LOT 7 AND LOT 13, SECTION 33, TOWNSHIP 7 SOUTH, RANGE 87 WEST OF THE SIXTH
PRINCIPAL MERIDIAN DESCRIBED AS BEGINNING AT A POINT IN THE EXISTING NORTHERLY RIGHT OF WAY
OF THE STATE HIGHWAY 82 ACCESS ROAD, WHENCE THE SOUTHEAST CORNER OF SECTION 33, TOWNSHIP
7 SOUTH, RANGE 87 WEST OF THE 6TH P.M. BEARS S. 62° 35'47" E. A DISTANCE OF 4,949.44 FEET (WITH
ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N.72°10'02"W. BETWEEN COLORADO
DEPARTMENT OF TRANSPORTATION MONUMENTS ALONG SAID NORTHERLY RIGHT OF WAY LINE);
THENCE N.72°10'02"W. ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 946.67 FEET TO THE
INTERSECTION OF A CROSS FENCE AS CONSTRUCTED AND IN PLACE, SAID POINT ALSO BEING THE
SOUTHEAST CORNER OF THAT PROPERTY RECORDED IN THAT DEED RECORDED AS RECEPTION NO.
465930 OF THE GARFIELD COUNTY RECORDS;
THENCE LEAVING SAID RIGHT OF WAY LINE N.17°49'00"E. ALONG SAID FENCE AND EASTERLY BOUNDARY
LINE OF SAID RECEPTION NO. 465930 A DISTANCE OF 285.22 FEET TO THE INTERSECTION OF AN EXISTING
FENCE LINE, SAID POINT ALSO BEING A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF COLORADO
STATE HIGHWAY NO. 82;
THENCE LEAVE SAID CROSS FENCE S.82°42'54"E. ALONG AN EXISTING FENCE LINE AND SAID RIGHT OF
WAY OF COLORADO STATE HIGHWAY NO. 82 A DISTANCE OF 907.26 FEET TO A POINT IN AN EXISTING
FENCE LINE, SAID POINT ALSO BEING A POINT ON THE WESTERLY BOUNDARY LINE OF THAT PROPERTY
DESCRIBED IN THAT DEED RECORDED AS RECEPTION NO. 446891;
THENCE LEAVING SAID FENCE LINE AND RIGHT OF WAY LINE S.10°54'25"W. A DISTANCE OF 454.62 FEET
TO THE POINT OF BEGINNING.
CONTAINING 340,819 SQUARE FEET OR 7.824 ACRES, MORE OR LESS.
COUNTY OF GARFIELD
STATE OF COLORADO
WIDEN ROAD TO 14' MINIMUM (TYP.)
JPP
N.T.S.
GRAVEL SECTION DETAIL
VARIABLE %
4" CLASS 6 AGGREGATE BASE COURSE
COMPACTED TO 95% STANDARD PROCTOR.
8' MIN SUITABLE SITE SOILS OR CLASS
2 PIT RUN COMPACTED TO 95%
STANDARD PROCTOR
NOTES:
1.CONTRACTOR TO STRIP ALL TOPSOIL, SCARIFY SUBGRADE TO A DEPTH OF 8", MOISTURE TREATED TO WITHIN 2 PERCENT
OF OF OPTIMUM MOISTURE CONTENT, AND RE-COMPACT TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR DENSITY.
2.AGGREGATE BASE COURSE SHALL BE LAID IN THIN LIFTS NOT TO EXCEED 6-INCHES, MOISTURE TREATED TO WITHIN 2
PERCENT OF OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 95% OF MAXIMUM STANDARD PROCTOR
DENSITY.
3.THE ROAD SHALL BE PROOF ROLLED AFTER THE REQUIRED COMPACTION HAS BEEN OBTAINED AND THE SUBGRADE HAS
BEEN SHAPED TO THE REQUIRED CROSS SECTION. PROOF ROLLING SHALL BE PERFORMED IN ACCORDANCE WITH CDOT
SPECIFICATIONS WITH A VEHICLE WITH A MINIMUM AXLE LOAD OF 18 kips PER AXLE (SUFFICIENT FOR FIRE TRUCK
LOADING) AND OBSERVED BY PROJECT ENGINEER AND/OR PROJECT GEOTECHNICAL ENGINEER.
4.EMBANKMENT FILL SHALL CONSIST OF GRANULAR NATIVE AND/OR PITRUN CLASS 2 COMPACTED TO 95% STANDARD
PROCTOR DENSITY.