HomeMy WebLinkAbout1.0 ApplicationGørfield County
PRE-APPLICATION
CONFERENCE SUMMARYCommunity Development l)epartment
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 94s-8212
rvww. garf ield - c o u nty. c o m
TAX PARGEL NUMBER: 2407-181-02-002
PROJECT: Valley View Commons Amended Final Plat
OWNER: Darter LLC
REPRESENTATIVE/PLANNER: Paul Johnson
DATE: 02122118
Updated 3120118
PRACTICAL LOCATION: Adjacent to Stone Quarry Road, County Road 300, south of its
intersection with West Battlement Parkway, County Road 300W, in the Battlement Mesa,
and also known as Lot 47 of the Valley View Village Subdivision
TYPE OF APPLICATION: Minor Subdivision
ZONING: Battlement Mesa PUD, Mixed Use (MU)
I. GENERAL PROJECT DESCRIPTION
The Applicant is planning to develop a Dollar General Retail store on the Lot 47 of the
Valley View Village Subdivision. The plan is to subdivide Lot 47 into two lots approximately
1.6 acres and 6.3 acres in size. The 1.6 acre lot would be the site of the proposed Dollar
General Store. The proposed retail development is a permitted use in the Mixed Use Zone
District within the PUD (pursuant to Resolution 2006-58). An existing Plat note restriction
on Lot 47 reads as follows:
Note: Lot 47, Future Development Lot 47 shall be subject to a resubdivision prior to the
issuance of a building Permit on Lot 47.
The proposed Minor Subdivision is intended to comply with the plat note and address
subdivision issues on the entire 7.9 acre tract. Overall site grading and drainage, overall
topography, flood plain, site reclamation, revegetation and protection from soil erosion,
consistency with existing infrastructure and any required infrastructure
extensions/connections, streetscape improvements, access considerations and driveways,
will need to be addressed for the overall site.
It is also anticipated that the Minor Subdivision submittals will provide general site plan
information for the proposed retail use to include topics such as off-street parking,
landscaping, pedestrian improvements, visual impacts, signage, and overall consistency
with the Battlement Mesa PUD Zoning requirements.
II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
The following Sections of the Garfield Land Use and Development Code are applicable to
the proposed application:
. Section 5-301 Minor Subdivision (including review criteria). Table 5-103 Common Review Procedures and Required Notice. Section 5-401 and Table 5-401 Submittal Requirements subject to waivers. Section 5-402 Description of Submittal Requirements including Final Plat. Section 4-103 Administrative Review (including public notice). Section 4-203 Description of Submittal Requirements (as applicable). Provisions of Article 7, Divisions1,2,3 and 4, as applicable including site planning
and subdivision standards.. Section 4-202, Submittal Waivers and Section 4-118, Waivers from Standards as
applicable or needed.. Subdivision Regulations of Garfield County of 1978 as adopted January 2, 1979,
pursuant to the Battlement Mesa PUD Guide, including general application materials
and Final Plat Requirements, and modifications as may be permitted by the Board of
County Commissioners at the time of subdividing including the Minor Subdivision
Process from the current Land Use and Development Code (see Section 11.0
Modification of Subdivision Regulations - Battlement Mesa PUD Guide).
III. SUBMITTALREQUIREMENTS
Outlined below is a list of information typically required for this type of Application. Use of
the listing as a pre-submittal checklist is recommended.
! General Application Materials including copy of the application form, application
fees, signed Payment Agreement Form.! Proof of Ownership (title work, copy of a deed) and information on any lien holders.! Statements of Authority, as applicable including authority to represent for LLC's or
corporations! A narrative describing the request and related information.! Names and mailing addresses of properties within 200 ft. of the subject property,
(including mapping is recommended). Mineral rights ownership for the subject
property including mailing address. lnformation on how the mineral rights were
researched also should be provided.
! lf owner intends to have a representative (Surveyor, Planner or Attorney) a letter of
authorization to represent is needed.
! Copy of the Pre-application Summary needs to be submitted with the Application.
! Vicinity Map including areas within approximately 3 miles.
¡ The Proposed Minor Subdivision Plat showing the proposed lot lines and all
easements existing and proposed including utility and access easements.
! Site Plan and related information including locations of any existing structures,
significant features, flood plain, proposed access, water lines, sewer lines, etc.
! The site plan/plat should include improvement location information adequate to
confirm that no nonconforming conditions will result from the proposed subdivision.
! A Water Supply Plan including tap information and/or will serve letters. Water
service for both lots needs to be addressed.
! Waste Water Management Plan including tap information and/or will serve letters.
Sewer service for both lots needs to be addressed.
! Preliminary Engineering reports/plans for Roads, Trails, Walkways and Bikeways.
! Preliminary Engineering reports/plans for Sewage and Water Supply Systems.
! Preliminary Engineering reports/plans for Groundwater Drainage.
! Preliminary cost estimates for improvements and/or any draft subdivision
improvements agreement, as applicable.
! lnformation on other existing infrastructure including electric service.
! Any existing or proposed covenants on the property.
! The Application submittals need to include documentation on compliance with
access driveway and parking standards for commercial development.
n Additional review of access shall occur as part of the development review process
including referral comments from the Fire Protection District and County Road and
Bridge.! Referral to the Colorado Geological Survey (CGS) will occur and requires a
supplemental fee, made payable to CGS.
n Statements - Responses to the Minor Subdivision Review Criteria contained in
Section 5-301.! General information and statements regarding conformance with standards in
Article 7, Divisions 1,2,3 and 4, including but not limited to geologic hazards, water
body setbacks, fire protection, wildlife habitat, Division 3, Site Planning and
Development Standards and Division 4, Subdivision Standards.
! Waiver requests from submittal requirements or standards need to be included in the
submittals and the waiver criteria clearly addressed (Sections 4-118 and 4-202).
Additional follow-up meetings with staff are recommended to further discuss waiver
options.
The Application submittal needs to include 3 hard copies of the entire Application and 1
Digital PDF Copy of the entire Application (on a CD or USB Stick). Both the paper and
digital copies should be split into individual sections. Please refer to the pre-application
summary for submittal requirements that are appropriate for your Application.
IV. REVIEW PROCESS
The review process shall follow the steps contained in Table 5-103 and Section 4-103 for
an Administrative Review including:
Pre-Application meeting (completed)
Submittal of Application (3 hard copies & one digital PDF copy)
Completeness Review
Additional Submittals if determined to be incomplete
Setting a date for the Director's Decision - or referral to the Board of County
Commissioners by the Director
Referrals sent out to reviewing agencies including the Colorado Geological Survey
Public Notice to Property Owners within 200 ft. and mineral rights owners on the
subject property either for the Director's Decision or a public hearing before the
Board of County Commissioners (if referred by the Director)
Director's Decision or Board of County Commissioners public hearing
10 Day Call-up Period if decided by Director's Decision
Preparation of a Board of County Commissioners resolution if referred to the Board
Finalizing the Minor Subdivision Plat and any required conditions
Circulation of the plat for Applicant & Other Signatures
Board of County Commission Signing the plat as a consent agenda item
A request to call the application up for review by the Board of County Commissioners may
be initiated by the Director of the Community Development Department, the Board of
County Commissioners, the Applicant or an affected Adjacent Property Owner in
accordance with the procedures contained in Section 4-112. Staff anticipates that the
Application will be referred up the Board of County Commissioners based on the
Battlement Mesa PUD provisions.
Public Hearing(s)X No Public Hearing, Directors Decision (with notice per code
unless referred)
_ Planning CommissionX Board of County Commissioners (if referred by the Director)
_ Board of Adjustment
Referral Agencies:May include but is not limited to: Garfield County Surveyor,
Garfield County Attorney, Garfield County Building Department,
Garfield County Consulting Engineer, Fire Protection District,
Battlement Mesa Service Association, Battlement Mesa lnc.,
Valley View Commons Homeowners Association, Garfield
County Vegetation Manager, Garfield County Road and Bridge.
a
a
V. APPLICATION REVIEW FEES
Planning Review Fees:
Referral Agency Fees:
Total Deposit:
$400
$na
$400
(separate fee required for CGS review)
(additional hours are billed at hourly rate of $40.50)
VI. GENERALAPPL¡CATIONPROCESSING
The foregoing summary is advisory in nature only and is not binding on the County. The
summary is based on current zoning, which is subject to change in the future, and upon
factual representations that may or may not be accurate. This summary does not create a
legal or vested right. The summary is valid for a six month period, after which an update
should be requested. The Applicant is advised that the Application submittal once accepted
by the County becomes public information and will be available (including electronically) for
review by the public. Proprietary information can be redacted from documents prior to
submittal.
Pre-aoolication Su merv Preoared bv:
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Glenn Hartmann, Principal Planner
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Gørfuld Coanty
Mlnor Subdivision Revlew Process
(Section 5-301)
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.Applicant has 6 months to submit application
.10 buslness days to review
¡lf incomplete, 60 days to remedy deficiencies
rMailed to adjacent property owners within 200 feet and mineral owners
at least 15 days prior to decision date
r21 day comment period
rCall-up Period - within 10 days of Director's Decision
.Applicant has 90 days to meet any conditions of approval
Step 1 : Pre-application Conference
Step 2: Applícation Submittal
Step 3: Completeness Review
Step 4: Scheclule Decisi<¡rr Date and Provide Notice
Step 5: Referral
Step 6:Evalution by Director
Step 7: Director's Decision
Planning Application Receipt
Application Date
Plan Case Type
Parcel Number *
Project Name
Applicant / Owner *
Project Address *
City *
Section-Township-Range *
Subdivision
Block
Lot or Tract
Zoning
Owner Mailing Address *
Owner Phone *
Representative (Arch, Eng, etc.)*
General Description *
05/16/2018
Subdivision Minor
240718102002
Valley View Commons Amended
Final Plat Minor Subdivision
Darter LLC
Sec18, T07, R95
Battlement Mesa
18-07-95
Valley View Village
Lot 47
PUD - Planned Unit Development
518 28 Rd #202A Grand Junction,
CO 81505
970-248-8500
Paul Johnson, PJ Consulting
Develop a dollar general retail store on Lot 47 of the
Valley View Village Sub. Subdivide Lot 47 into the lots
of approx. 1.6 acres and 6.3 acres. the 1.6 acre lot will
be the site of the proposed dollar. The proposed retail
development is a permitted use in the mixed use zone
district of the PUD.
Fees and Payments:
Fee Name Fee Amount
Total Fees Due:
Payments:
Date Pay Type Check Number Amount Paid
Total Paid:
Total Due:
Special Notes
Prefix
Number
Month *
Year *(?)
Plan Case Number *
Received By:
Application Fee 400.00$
400.00$
05/16/2018 Check 2125 400.00$
400.00$
0.00$
Permit Number Assignment
MISA
8648
-05-
18-
MISA-05-18-8648
BWinschell
TABLE OF CONTENTS
PRE-APPLICATION SUBMITTAL
Minor Subdivision of Lot 47 of the Valley View Village
Subdivision
1. Division of Land Application Form
2. Pre-Application Summary
3. Narrative
a. Parcel #
b. Address
c. Practical Location
d. Owner
e. Legal Description
f. Zoning
g. Total Acres
h. Proposed Lot 47-A
i. Proposed Lot 47-B
j. Existing Land Use
k. Mineral Rights Ownership
l. Utilities
m. Parking
n. Signage
o. Landscaping
p. Covenants
q. Preliminary Cost Estimates
r. Other Site Issues
4. Statement of Authority
5. Letter of Authorization
6. Colorado Geological Survey Submittal Form for Land-Use Reviews
7. Payment Agreement Form
8. Valley View Village 2003 Covenants
9. Title Commitment
10. Copy of Deed
11. Geotechnical Report
12. 200 ft. Report Map
13. 200 ft. Notification List
14. Mineral Ownership Search Method and Results
15. Landscape Plan
16. Vicinity Map
17. Engineering Report (Roads, Utilities, Drainage)
18. Will Serve Letters
19. Responses to Section 5-301 Minor Subdivision Review Criteria
20. Conformance with Subdivision Standards
21. Development Plans for Lot 47B
PJ Consulting
Land Development Consulting
2206 Crestline Ct., Grand Junction, CO 81507
Paul Johnson: 970-210-5555
Project Summary Narrative for
Minor Subdivision of Lot 47 of the Valley View Village Subdivision
04/14/2018
We are applying for a Minor Subdivision application for the purpose of dividing Lot 47 of
the Valley View Village Subdivision into two lots. We will then apply for a Building Permit
to build a 9,100 sq. ft. Dollar General retail store on the smaller of the two lots.
Parcel #: 2407-181-02-002
Address: Not yet assigned
Practical location: Adjacent to Stone Quarry Road, County Road 300, south of its
intersection with West Battlement Parkway, County Road 300W, in the Battlement Mesa
P.U.D., and also known as Lot 47 of the Valley View Village Subdivision.
Owner: Darter, LLC
Legal Description: LOT 47 (FUTURE PHASE COMMERCIAL LOT), LOCATED IN A
PARCEL OF LAND SITUATED IN SE1/4NE1/4 SECTION 18, TOWNSHIP 7 SOUTH, RANGE
95 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
COLORADO
Zoning: Battlement Mesa P.U.D., Mixed Use (MU). Zoning was established by Garfield
County Resolution No. 2006-58, wherein it establishes “Uses by right: Retail
establishments not exceeding 15,000 square feet of building area for each principal use,
including grocery, dry goods, hardware, bakery, liquor, drug, florist, books and similar
uses.” This project will comply with the Battlement Mesa P.U.D. zoning requirements,
which have been stated to me by the Battlement Mesa P.U.D. Planning Committee Chair
as follows: “try to blend in with the surrounding commercial developments.”
Total present area: 7.993 acres of vacant land
Proposed Lot 47A: 1.607 acres upon which we will build a 9,100 sq. ft. Dollar General
retail store.
Proposed Lot 47B: 6.381 acres for future development
Project Summary Narrative
04/14/18
Page 2
Existing Land Use: Vacant land
Utilities: Water and wastewater treatment are provided by the Battlement Mesa
Metropolitan District: contact Steve Rippy. Electricity is provided by Holy Cross Energy of
Glenwood Springs. We are working with their engineer, Kenton Berner, 970-947-5497,
kberner@holycross.com. Per Kenton, Holy Cross will be providing a line extension from
the electrical vault on the northwest corner of Lot 47. This extension will service both
Lot47B and later, Lot 47A when it is developed.
Parking: 40 off street parking spaces, including two handicapped spaces. Parking
requirements per the 2006-58 Resolution call for one space per 200 sq. ft. of floor area.
The Dollar General will have 7,343 sq. ft. of floor area, dictating a minimum of 37 parking
spaces.
Signage: The Dollar General store will have a monument sign in front similar in size to the
Kum & Go monument sign on the corner of West Battlement Parkway and Stone Quarry
Road.
Landscaping: A landscape plan created by Ciavonne, Roberts & Associates, Landscape
Architects of Grand Junction, is included with our application. The plan includes a shrub
bed, with concrete edger, along Stone Quarry Road, that includes a 6’ walking path down
the middle, shade trees, deciduous and evergreen shrubs.
Covenants: We will be conforming to the Declaration of Covenants, Conditions and
Restrictions or the Valley View Village Subdivision created on December 16, 2003, which
are included in our submission. We will not be changing or amending these CC&R’s.
Preliminary Cost Estimates: Electrical: Line extension from the north to the site and a
site transformer - $35,000. Grading, drainage and site fill: $179,000. Landscaping -
$17,000. Building Permit - $5,175. Road Impact for South District - $22,707. Water and
Sewer Taps - $28,350.
Other Site Issues: Overall site grading and drainage, overall topography, flood plain,
site reclamation, revegetation and protection from soil erosion, consistency with existing
infrastructure and any required infrastructure, access considerations and driveways are
addressed in attached documents created by our engineering firm, High Country
Engineering, Inc., of Glenwood Springs.
ALTA Commitment (6-17-06) Commitment Page 1
Commitment Number: NCS-863205-CO
First American Title Insurance Company
First American Title Insurance Company - NCS
1125 17th Street, Suite 500
Denver, Colorado 80202
Phone: (303)876-1112 Fax:(877)235-9185
DATE: August 11, 2017
FILE NUMBER: NCS-863205-CO
PROPERTY ADDRESS: 70,000 SF+- Southwest corner of, Battlement Mesa Parkway & Stone , Quarry Road,
Battlement Mesa, CO
OWNER/BUYER: Darter, LLC/Dorsey Development DG, L.L.C.
YOUR REFERENCE NUMBER: 70,000 SF+- Southwest corner of Battlement Mesa Pa
ASSESSOR PARCEL NUMBER: APN: 2407-181-02-002
PLEASE REVIEW THE ENCLOSED MATERIAL COMPLETELY AND TAKE NOTE OF THE FOLLOWING
TERMS CONTAINED THEREIN:
Transmittal:
Revision No.:
Schedule A:
Schedule B - Section 1 Requirements:
Schedule B - Section 2 Exceptions:
Should you have any questions regarding these materials, please contact First American Title Insurance Company
National Commercial Services at the above phone number. We sincerely thank you for your business.
TO: First American Title Insurance
Company National Commercial
Services
TITLE OFFICER:Jef Stanton
1125 17th Street, Suite 500 PHONE: (303)876-1112
Denver, Colorado 80202 FAX: (877)235-9185
E-MAIL: jstanton@firstam.com
DELIVERY: E-MAIL
____________________________________________________________________________________________
TO: First American Title Insurance
Company National Commercial
Services
ESCROW
OFFICER:
Sonya Bailey
1125 17th Street, Suite 500 PHONE: (303)876-1112
Denver, CO 80202 FAX: (877)235-9185
E-MAIL: sonyabailey@firstam.com
DELIVERY: E-MAIL
____________________________________________________________________________________________
To: Integrated Development Group, LLC ATTN: Jay Wood
5435 Highland Road PHONE: (225)291-0339
Baton Rouge, LA 70808 MOBILE:
FAX:
E-MAIL: jwoodidg@gmail.com
DELIVERY: E-MAIL
____________________________________________________________________________________________
ALTA Commitment (6-17-06) Commitment Page 2
Commitment Number: NCS-863205-CO
First American Title Insurance Company
To: First American Title Insurance
Company National Commercial
Services
ATTN: Brian McDonald
1125 17th Street, Suite 500 PHONE: (303)876-1112
Denver, CO 80202 MOBILE:
FAX:
E-MAIL: brianmcdonald@firstam.com
DELIVERY: E-MAIL
____________________________________________________________________________________________
=
ALTA Commitment (6-17-06) Commitment Page 3
Commitment Number: NCS-863205-CO
First American Title Insurance Company
=
ALTA Commitment Form
COMMITMENT FOR TITLE INSURANCE
Issued by
First American Title Insurance Company
First American Title Insurance Company, a Nebraska corporation ("Company"), for a valuable
consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor
of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the
land described or referred to in Schedule A, upon payment of the premiums and charges and compliance
with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this
Commitment.
This Commitment shall be effective only when the identity of the Proposed Insured and the amount of
the policy or policies committed for have been inserted in Schedule A by the Company.
All liability and obligation under this Commitment shall cease and terminate six (6) months after the
Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided
that the failure to issue the policy or policies is not the fault of the Company.
The Company will provide a sample of the policy form upon request.
IN WITNESS WHEREOF, First American Title Insurance Company has caused its corporate name and seal
to be affixed by its duly authorized officers on the date shown in Schedule A.
ALTA Commitment (6-17-06) Commitment Page 4
Commitment Number: NCS-863205-CO
First American Title Insurance Company
COMMITMENT FOR TITLE INSURANCE FORM
SCHEDULE A
1. Effective Date: July 31, 2017 at 5:00 p.m.
a. ALTA Owner's Policy (06-17-06) $350,000.00
Proposed Insured:
Dorsey Development DG, L.L.C., a Louisiana limited liability company
b. ALTA Loan Policy (06-17-06) $TBD
Proposed Insured:
A Lender To Be Determined
2. The estate or interest in the Land described or referred to in this Commitment is:
Fee Simple
3. Title to the estate or interest in the Land is at the Effective Date vested in:
Darter, LLC, a Colorado limited liability company
4. The Land referred to in this Commitment is described as follows:
See Exhibit "A" attached hereto and made a part hereof.
For informational purposes only: 70,000 SF+- Southwest corner of, Battlement Mesa Parkway &
Stone , Quarry Road,
Battlement Mesa, Colorado
=
ALTA Commitment (6-17-06) Commitment Page 5
Commitment Number: NCS-863205-CO
First American Title Insurance Company
=
EXHIBIT A
Commitment No.: NCS-863205-CO
The land referred to in Schedule A is situated in the County of Garfield, State of Colorado and is
described as follows:
A portion of Lot 47 as shown on the Final Plat of Valley View Village Subdivision in Battlement Mesa PUD
recorded as Reception No. 643044,
County of Garfield,
State of Colorado.
NOTE: THE ABOVE LEGAL DESCRIPTION WILL BE AMENDED UPON SATISFACTION OF THE
REQUIREMENTS HEREIN SET FORTH.
For informational purposes only: APN: 2407-181-02-002
ALTA Commitment (6-17-06) Commitment Page 6
Commitment Number: NCS-863205-CO
First American Title Insurance Company
COMMITMENT FOR TITLE INSURANCE FORM
SCHEDULE B
SECTION ONE
REQUIREMENTS
The following requirements must be met:
1. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured.
2. Pay us the premiums, fees and charges for the policy.
3. Payment of all taxes and assessments now due and payable.
4. Receipt by the Company of a true and accurate Legal Description prepared and certified by a
licensed surveyor, of the property to be insured hereunder. This commitment is subject to further
requirements and/or exceptions upon review.
5. Recordation of a Special Warranty Deed satisfactory to the Company, from Darter, LLC, a
Colorado limited liability company, vesting fee simple title in and to Dorsey Development DG,
L.L.C., a Louisiana limited liability company.
6. Recordation of a Deed of Trust satisfactory to the Company, from Dorsey Development DG,
L.L.C., a Louisiana limited liability company, to the Public Trustee of Garfield County, for the
benefit of the proposed insured lender.
7. Recordation of a Partial Release of the Deed of Trust from Darter, LLC, a Colorado limited liability
company to the Public Trustee of Garfield County for the use of American National Bank to
secure an indebtedness in the principal sum of $1,450,000.00, and any other amounts and/or
obligations secured thereby, dated September 4, 2008 and recorded September 19, 2008 at
Reception No. 756025, to release the property described herein.
NOTE: Assignment of Deed of Trust to Realty Management Group, LLC, a Colorado limited
liability company recorded October 10, 2011 at Reception No. 809093.
8. Receipt by the Company of the following documentation for Darter, LLC, a Colorado limited
liability company:
Operating Agreement, and all amendments thereto, if any.
9. Certificate of Good Standing issued by the Colorado Secretary of State for Darter, LLC, a
Colorado limited liability company.
NOTE: As of the effective date of this commitment, the above entity was found to be in
Delinquent status with the Colorado Secretary of State.
ALTA Commitment (6-17-06) Commitment Page 7
Commitment Number: NCS-863205-CO
First American Title Insurance Company
10. Receipt by the Company of the following documentation for Dorsey Development DG, L.L.C., a
Louisiana limited liability company:
Operating Agreement, and all amendments thereto, if any.
11. Receipt by the Company of a satisfactory Final Affidavit and Indemnity, executed by Darter, LLC,
a Colorado limited liability company.
12. Receipt by the Company of a satisfactory Final Affidavit and Indemnity, executed by Dorsey
Development DG, L.L.C., a Louisiana limited liability company.
13. Evidence satisfactory to the Company that all assessments for common expenses due under the
Covenants referred to in Schedule B, Section 2, have been paid.
14. Receipt by the Company of an ALTA/NSPS Land Title Survey, certified to First American Title
Insurance Company, and in form and content satisfactory to the Company. The Company
reserves the right to make further requirements and/or exceptions upon review of this survey.
ALTA Commitment (6-17-06) Commitment Page 8
Commitment Number: NCS-863205-CO
First American Title Insurance Company
COMMITMENT FOR TITLE INSURANCE FORM
SCHEDULE B
SECTION TWO
EXCEPTIONS
Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless
the same are disposed of to the satisfaction of the Company:
1. Any facts, rights, interests or claims which are not shown by the Public Records, but which could
be ascertained by an inspection of the Land or by making inquiry of persons in possession
thereof.
2. Easements, or claims of easements, not shown by the Public Records.
3. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which
a correct survey and inspection of the Land would disclose, and which are not shown by the
public records.
4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished,
imposed by law and not shown in the Public Records.
5. Any and all unpaid taxes, assessments and unredeemed tax sales.
6. Water rights, claims or title to water, whether or not shown by the public records.
7. Right of way for ditches and canals as constructed by the authority of the United States, as
reserved in United States Patent recorded January 15, 1918 in Book 71 at Page 612.
8. An easement for utilities and incidental purposes granted to Public Service Company of Colorado,
as set forth in an instrument recorded May 25, 1960 in Book 326 at Page 128.
9. Terms, conditions, provisions, obligations, easements and agreements as set forth in the Right-
of-Way Easement recorded September 22, 1980 in Book 556 at Page 412.
10. Any tax, lien, fee or assessment by reason of inclusion of subject property in the Battlement
Mesa Water and Sanitation District, as evidenced by instrument recorded March 23, 1982 in Book
595 at Page 291, and Notice recorded April 23, 1983 in Book 597 at page 883.
11. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 82-
121 recorded October 20, 1982 in Book 610 at Page 445.
12. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 82-
327 recorded December 29, 1982 in Book 615 at Page 880.
ALTA Commitment (6-17-06) Commitment Page 9
Commitment Number: NCS-863205-CO
First American Title Insurance Company
13. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No. 02-
330 recorded December 29, 1982 in Book 615 at Page 886.
14. Covenants, conditions, restrictions, provisions, easements and assessments as set forth in
Amended and Restated Declaration of Covenants, Conditions and Restrictions for Battlement
Mesa recorded August 13, 1991 in Book 811 at Page 9, and First Amendment recorded November
21, 2001 at Reception No. 592295, Second Amendment recorded October 31, 2002 at Reception
No. 613708, Third Amendment recorded August 26, 2003 at Reception No. 634973, Fourth
Amendment recorded March 1, 2004 at Reception No. 647410, Fifth Amendment recorded April
25, 2005 at Reception No. 672848, and Sixth Amendment recorded January 13, 2006 at
Reception No. 690448, but omitting any covenant or restriction based on race, color, religion,
sex, handicap, familial status, or national origin, and any and all amendments, assignments, or
annexations thereto.
15. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2003-67 recorded September 15, 2003 at Reception No. 636574.
16. Terms, conditions, provisions, obligations and agreements as set forth in the Annexation
Agreement recorded December 16, 2003 at Reception No. 643039.
17. Terms, conditions, provisions, obligations and agreements as set forth in the Subdivision
Improvements Agreement recorded December 16, 2003 at Reception No. 643045, and
Amendment No. 1 recorded May 24, 2004 at Reception No. 652574.
NOTE: Escrow Agreement in connection therewith recorded May 24, 2004 at Reception No.
652573.
NOTE: Acknowledgment of Satisfaction in connection therewith recorded May 3, 2005 at
Reception No. 673424.
18. Easements, notes, covenants, restrictions and rights-of-way as shown on the plat of Valley View
Village Subdivision in Battlement Mesa P.U.D., recorded December 16, 2003 at Reception No.
643044.
19. Covenants, conditions, restrictions, provisions, easements and assessments as set forth in Master
Declaration of Covenants, Conditions and Restrictions for Valley View Village Subdivision in
Battlement Mesa PUD recorded December 16, 2003 at Reception No. 643048, but omitting any
covenant or restriction based on race, color, religion, sex, handicap, familial status, or national
origin, and any and all amendments, assignments, or annexations thereto.
NOTE: Supplemental Declaration in connection therewith recorded October 22, 2004 at Reception
No. 662275.
NOTE: Second Supplemental Declaration in connection therewith recorded January 30, 2005 at
Reception No. 691345.
NOTE: Technical Amendment in connection therewith recorded June 1, 2010 at Reception No.
786692.
20. Terms, conditions, provisions, obligations and agreements as set forth in the Trench, Conduit,
and Vault Agreement recorded February 26, 2004 at Reception No. 647202.
21. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2008-72 recorded June 6, 2008 at Reception No. 749987.
ALTA Commitment (6-17-06) Commitment Page 10
Commitment Number: NCS-863205-CO
First American Title Insurance Company
22. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2009-51 recorded July 21, 2009 at Reception No. 771779.
23. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2009-62 recorded September 9, 2009 at Reception No. 774676.
24. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2009-68 recorded September 22, 2009 at Reception No. 775420.
25. Terms, conditions, provisions, obligations and agreements as set forth in the Resolution No.
2010-16 recorded April 7, 2010 at Reception No. 784389.
26. Existing leases and tenancies.
=
ALTA Commitment (6-17-06) Commitment Page 11
Commitment Number: NCS-863205-CO
First American Title Insurance Company
=
EXHIBIT B
Statement of Charges
ALTA Extended Loan Policy $
Tax Certification $
=
ALTA Commitment (6-17-06) Commitment Page 12
Commitment Number: NCS-863205-CO
First American Title Insurance Company
=
CONDITIONS
1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security
instrument.
2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance,
adverse claim or other matter affecting the estate or interest or mortgage thereon covered by
this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such
knowledge to the Company in writing, the Company shall be relieved from liability for any loss or
damage resulting from any act of reliance hereon to the extent the Company is prejudiced by
failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to
the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien,
encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B
of this Commitment accordingly, but such amendment shall not relieve the Company from liability
previously incurred pursuant to paragraph 3 of these Conditions and Stipulations.
3. Liability of the Company under this Commitment shall be only to the named proposed Insured
and such parties included under the definition of Insured in the form of policy or policies
committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a)
to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or
(c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment.
In no event shall such liability exceed the amount stated in Schedule A for the policy or policies
committed for and such liability is subject to the insuring provisions and Conditions and
Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in
favor of the proposed Insured which are hereby incorporated by reference and are made a part
of this Commitment except as expressly modified herein.
4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract
of title or a report of the condition of title. Any action or actions or rights of action that the
proposed Insured may have or may bring against the Company arising out of the status of the
title to the estate or interest or the status of the mortgage thereon covered by this Commitment
must be based on and are subject to the provisions of this Commitment.
5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of
Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the
Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at
http://www.alta.org/.
ALTA Commitment (6-17-06) Commitment Page 13
Commitment Number: NCS-863205-CO
First American Title Insurance Company
Privacy Information
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In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such
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First American calls these guidelines its Fair Information Values.
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Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency.
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Fair Information Values
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privacy.
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Form 50-PRIVACY (9/1/10) Page 1 of 1 Privacy Information (2001-2010 First American Financial Corporation)
ALTA Commitment (6-17-06) Commitment Page 14
Commitment Number: NCS-863205-CO
First American Title Insurance Company
DISCLOSURE STATEMENT
Pursuant to C.R.S. 30-10-406(3)(a) all documents received for recording or filing in the Clerk and
Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at
least one-half of an inch. The Clerk and Recorder will refuse to record or file any document that does not
conform to the requirements of this section.
NOTE: If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller
must comply with the disclosure/withholding provisions of C.R.S. 39-22-604.5 (Nonresident withholding).
NOTE: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title insurance company
shall be responsible to the proposed insured(s) subject to the terms and conditions of the title
commitment, other than the effective date of the title commitment, for all matters which appear of record
prior to the time of recording whenever the title insurance company, or its agent, conducts the closing
and settlement service that is in conjunction with its issuance of an owner's policy of title insurance and is
responsible for the recording and filing of legal documents resulting from the transaction which was
closed.
Pursuant to C.R.S. 10-11-122, the company will not issue its owner's policy or owner's policies of title
insurance contemplated by this commitment until it has been provided a Certificate of Taxes due or other
equivalent documentation from the County Treasurer or the County Treasurer's authorized agent; or until
the Proposed Insured has notified or instructed the company in writing to the contrary.
The subject property may be located in a special taxing district. A Certificate of Taxes due listing each
taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer's authorized
agent. Information regarding special districts and the boundaries of such districts may be obtained from
the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor.
NOTE: Pursuant to CRS 10-11-123, notice is hereby given:
This notice applies to owner's policy commitments containing a mineral severance
instrument exception, or exceptions, in Schedule B, Section 2.
A. That there is recorded evidence that a mineral estate has been severed,
leased, or otherwise conveyed from the surface estate and that there is a
substantial likelihood that a third party holds some or all interest in oil, gas,
other minerals, or geothermal energy in the property; and
B. That such mineral estate may include the right to enter and use the property
without the surface owner's permission.
NOTE: Pursuant to Colorado Division of Insurance Regulations 8-1-2, Affirmative mechanic's
lien protection for the Owner may be available (typically by deletion of Exception no. 4 of
Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon
compliance with the following conditions:
A. The land described in Schedule A of this commitment must be a single family
residence which includes a condominium or townhouse unit.
B. No labor or materials have been furnished by mechanics or material-men for
purposes of construction on the land described in Schedule A of this
Commitment within the past 6 months.
C. The Company must receive an appropriate affidavit indemnifying the Company
against un-filed mechanic's and material-men's liens.
D. The Company must receive payment of the appropriate premium.
ALTA Commitment (6-17-06) Commitment Page 15
Commitment Number: NCS-863205-CO
First American Title Insurance Company
E. If there has been construction, improvements or major repairs undertaken on
the property to be purchased within six months prior to the Date of the
Commitment, the requirements to obtain coverage for unrecorded liens will
include: disclosure of certain construction information; financial information
as to the seller, the builder and or the contractor; payment of the appropriate
premium, fully executed Indemnity Agreements satisfactory to the company,
and, any additional requirements as may be necessary after an examination of
the aforesaid information by the Company.
No coverage will be given under any circumstances for labor or material for which the
insured has contracted for or agreed to pay.
NOTE: Pursuant to C.R.S. 38-35-125(2) no person or entity that provides closing and settlement services
for a real estate transaction shall disburse funds as a part of such services until those funds have been
received and are available for immediate withdrawal as a matter of right.
NOTE: C.R.S. 39-14-102 requires that a real property transfer declaration accompany any conveyance
document presented for recordation in the State of Colorado. Said declaration shall be completed and
signed by either the grantor or grantee.
NOTE: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false,
incomplete, or misleading facts or information to an insurance company for the purpose of
defrauding or attempting to defraud the company. Penalties may include imprisonment,
fines, denial of insurance and civil damages. Any insurance company or agent of an
insurance company who knowingly provides false, incomplete, or misleading facts or
information to a policyholder or claimant for the purpose of defrauding or attempting to
defraud the policyholder or claimant with regard to a settlement or award payable from
insurance proceeds shall be reported to the Colorado division of insurance within the
department of regulatory agencies.
NOTE: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the
availability of an ALTA Closing Protection Letter which may, upon request, be provided to certain parties
to the transaction identified in the commitment.
Nothing herein contained will be deemed to obligate the company to provide any of the coverages
referred to herein unless the above conditions are fully satisfied.
Report of Geotechnical Engineering Evaluation
Proposed Dollar General
Stone Quarry Road and Battlement Parkway
Battlement Mesa, Colorado 81635
Prepared for
Dorsey Development Companies
129 Chartres St.
New Orleans, Louisiana 70130
ATTN: Mr. Jay Wood
Brian R. Jackson, E.I.
Staff Engineer
Prepared by
Professional Service Industries, Inc.
1070 West 124th Avenue
Suite 800
Westminster, Colorado 80234
Kyle R. Duitsman, P.E.
December 22, 2017 Site Manager
PSI Project 05321499
lfltertek. I
Mr. Jay Wood
Dorsey Development Companies
129 Chartres Street
New Orleans, Louisiana 70130
Re:
Project Number: 05321499
December 22, 2017
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, Colorado 80234
Phone: {303} 424-5578
Fax: {303} 423-5625
Report of Geotechnical Engineering Evaluation
Proposed Dollar General
Southwest Corner of Stone Quarry Road and Battlement Parkway
Battlement Mesa, Colorado 81635
Dear Mr. Wood:
Professional Service Industries, Inc. (PSI), an lntertek Company, is pleased to transmit our Geotechnical
Engineering Report which includes the field exploration and laboratory testing results, as well as site
preparation and foundation design recommendations.
If you have questions pertaining to this report, or if we may be of further service, please contact us at
your convenience.
We thank you for your business and we look forward to finding ways to grow our partnership, expand our
services, and continue Building Better Together.
Site Manager
Reviewed by:
�w Brian R. Jackson, E.I.
Staff Engineer
www.intertek.com/building
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 1
www.intertek.com/building
TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................................................................................. 2
EXECUTIVE SUMMARY TABLE .................................................................................................................. 3
1.0 INTRODUCTION .................................................................................................................................. 4
2.0 PROJECT INFORMATION ..................................................................................................................... 4
3.0 SUBSURFACE INFORMATION .............................................................................................................. 5
3.1 SITE GEOLOGY AND GEOLOGIC HAZARDS ........................................................................................................ 5
3.2 SWELL POTENTIAL ...................................................................................................................................... 6
3. 3 SUBSURFACE CONDITIONS .......................................................................................................................... 6
3.3.1 Subsurface Profile .......................................................................................................................... 8
3.3.2 Groundwater Conditions ............................................................................................................... 8
3.3.3 Laboratory Testing ......................................................................................................................... 8
4.0 GEOTECHNICAL EVALUATION ............................................................................................................. 8
5.0 SITE GRADING RECOMMENDATIONS ................................................................................................. 9
5.1 ENGINEERED FILL ....................................................................................................................................... 9
5.2 GENERAL FILL PLACEMENT AND TESTING ...................................................................................................... 10
6.0 GEOTECHNICAL RECOMMENDATIONS .............................................................................................. 11
6.1 FOUNDATIONS ........................................................................................................................................ 11
6.2 SEISMIC PARAMETERS ............................................................................................................................... 12
6.3 PAVEMENT RECOMMENDATIONS ................................................................................................................ 13
7.0 LIMITATIONS .................................................................................................................................... 16
ATTACHMENTS
Site Vicinity Map (Figure 1)
Boring Location Map (Figure 2)
Possible Fill Terrace (Figure 3)
Boulder Stockpile (Figure 4)
Boring Logs (Figures 5 through 14)
Key to Symbols (Figure 15)
Appendix A – Laboratory Test Results
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 2
www.intertek.com/building
Executive Summary
Dorsey Development Companies authorized PSI, an Intertek company, on November 10, 2017 to
perform a geotechnical subsurface exploration near Stone Quarry Road and Battlement Parkway
in Battlement Mesa, Colorado. Dorsey Development Companies is preparing the designs for a
single-story Dollar General at this location. The current plans call for the approximately 9,100
square foot, rectangular shaped, single-story building to be constructed near the center of the
site. The plans also include 37 parking spaces (standard duty concrete) and drive lanes (heavy
duty concrete) to the east and south of the proposed building location.
PSI encountered clay soil with varying amounts of sand and gravel underlain by basalt boulders
and cobbles to the termination depths of our borings. The basalt boulders were found to persist
across the site and were encountered at depths ranging from 3 to 9 feet below the existing
ground surface. Surficial soils were dry, light brown and contained abundant calcareous
nodules, and frequent basalt cobbles. Surficial soils were generally stiff to hard, sandy, and the
clay was lean to fat. Groundwater was not encountered in the test borings at the time of drilling.
Based on images from Google Earth, and observations made during our site investigation, the
site appears to have undergone earthwork operations sometime between August 2006 and
August 2011. Earthwork efforts likely included stripping of large boulders and debris at the
surface, and grading of soils across the site, although the extent of earthwork operations is
unknown.
The subsurface exploration identified the existence of abundant large basalt boulders at depths
ranging from approximately three to nine feet across the site. Large boulders may require extra
excavation efforts where they are present in the subgrade at foundation depths. PSI
recommends shallow foundations, slabs-on-grade and pavements be founded on at least 3 feet
of moisture conditioned, compacted fill or recompacted suitable on-site soils, extending 5 feet
beyond foundation limits. If on-site soils are used as moisture-conditioned and recompacted fill,
any boulders and cobbles greater than 2 inches found in the subgrade 3 feet below the
foundation footings, slabs-on-grade, or pavement should be removed.
Dorsey Development Companies should not rely solely on this Executive Summary and must
read and evaluate the entire contents of this report prior to utilizing PSI’s engineering
recommendations in preparation of the project documents.
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 3
www.intertek.com/building
Executive Summary Table
Summary Item: Summary Description:
PSI Project Number: 05321499
Client Name: Dorsey Development Companies
Project Name: Dollar General – Parachute, CO
Project Location: Stone Quarry Road and Battlement Parkway
Battlement Mesa, CO 81635
Lat – 39.43994; Long – -108.03108 (approx.)
Project Description: 1-Story, Steel Framed, Slab-on-Grade Construction of 9,100
ft2 Retail Store
Number of Borings Performed 5 for the building, 4 for the pavement, 1 additional to
determine depth to boulders north of proposed building
General Soils Description: Sandy Clay and Lean to Fat Clay with Cobbles underlain by
Boulders and Cobbles
Groundwater Conditions: Not Encountered
Controlling Geotechnical
Features:
Excavation of large boulders to create a consistent subgrade
under foundation footings and slab
Recommended Foundation
Scheme:
Shallow foundations on 3 feet of modified on-site soils or
Engineered Fill– minimum 18-inch continuous wall
foundations or minimum 3 ft x 3 ft column footings
Pavement Recommendations: Full-depth Portland Cement Concrete: 6 inches
Other: Pavements and slabs should bear on at least 3 feet of
scarified, moisture conditioned and recompacted soil
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 4
www.intertek.com/building
1.0 INTRODUCTION
Professional Service Industries, Inc. (PSI), an Intertek company, has conducted a geotechnical
engineering evaluation for the proposed Dollar General Store to be located in Battlement Mesa,
Colorado. The purpose of our study was to characterize the subsurface strata at the subject site
and to develop recommendations for site preparation, pavement, and foundation design for the
proposed development. Our services on this project were performed in accordance with the
General Agreement between PSI and Dorsey Development Companies, and was authorized by
Dorsey Development Companies on November 10, 2017.
The report, which follows, presents a brief review of our understanding of the project, a
discussion of the site and subsurface conditions, and our recommendations.
2.0 PROJECT INFORMATION
PSI understands that Dorsey Development Companies is planning the development of a Dollar
General retail store to be located on currently vacant land located at the southwest corner of
Stone Quarry Road and Battlement Parkway in Battlement Mesa, CO (See Figures 1 and 2).
The latitude and longitude of the subject site is approximately 39.43994o North and 108.03108o
West. The subject site lies on a portion of an undeveloped parcel of land that is approximately
1.61 acres. The parcel is bound by Battlement Parkway to the north, and Stone Quarry Road to
the east. An ephemeral stream channel with a retaining structure supporting residential
buildings is located south of the site and undeveloped land followed by Valley View Drive is
located west of the site. The section of the parcel planned for development is vacant, and is
believed to lie on approximately two to ten feet of graded soil with large boulders and debris
stripped from the surface between 2006 and 2011 based on historical images in Google Earth.
The graded and stripped material appears to increase in depth west of the proposed building
footprint, and likely ends approximately 100 feet west of the westernmost edge of the proposed
footprint, where an approximately 10 ft tall terrace is present (see Figure 3). Additionally, a
large pile of basalt boulders and other debris is present approximately 350 feet west of the
center of site, which likely is composed of material that was removed from the subgrade and
dumped on site, between 2006 and 2011 (see Figure 4). The site slopes gently westward, and
sits at an approximate elevation of 5,421 feet above msl. All longitude, latitude, and elevation
data in this report were estimated in Google Earth, and are intended as approximate references.
Project information is based on the preliminary site information provided by Dorsey
Development Companies, including a conceptual site plan dated August 22, 2017, and
PowerPoint slides with various site information and photos. Based on the information provided
to PSI, we understand the proposed building has a footprint of 9,100 S.F. PSI understands that
the proposed building will be a one-story, rectangular-shaped, masonry structure without a
basement. The building will be located towards the center of the site and will have paved
parking on the east and south sides of the building.
Detailed structural loading information is not currently available; therefore, this report is based
on the maximum column loads being less than 75 kips per column and maximum wall loads being
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 5
www.intertek.com/building
less than 3 kips per linear foot, based on dead load plus live load for the building. Detailed site
grading information has not been provided to PSI; however, this report is based on the finished
floor elevation (FFE) for a building being constructed within 2-foot of the existing site grades. PSI
should be provided actual grading plans prior to design finalization, so that we can review our
recommendations and provide revised recommendations as necessary. The floor slab
recommendations are based on a maximum floor load of 150 psf. PSI has based pavement
design on an EDLA of 2 and 5 for standard and heavy duty pavements, respectively.
Descriptions of the site are based upon observations made during our field exploration program.
The geotechnical recommendations presented in this report are based upon the available
project information and the subsurface materials described in this report. If any of the noted
information is incorrect, please inform us so that we may amend the recommendations
presented in this report, if needed.
PSI’s scope of services for the geotechnical study did not include an assessment of
environmental conditions in the soil, bedrock, surface water, groundwater, or air, on or below,
or around this site. Any statements in this report or on the boring logs regarding odors, colors,
and unusual or suspicious items or conditions are strictly for informational purposes. PSI
performed a separate Phase 1 Environmental Site Assessment dated November 28, 2017 and
found no evidence of Recognized Environmental Conditions.
3.0 SUBSURFACE INFORMATION
The following sections provide information relating to subsurface conditions in the area of the
proposed development. The geology section is based upon the, “Preliminary Geologic Map of
the Grand Valley Quadrangle, Garfield County, Colorado,” by Donnell, J.R., Yeend, W.E., and
Smith, M.C.dated 1986 and information relating to subsurface conditions within the property
gathered from our current field study.
3.1 Site Geology and Geologic Hazards
The site is located on the Colorado Plateau in the Western Slope of Colorado, approximately ¾
miles southeast of the Colorado River, in the census designated place (CDP) of Battlement Me sa.
Based on the United States Geological Survey (USGS), “Preliminary Geologic Map of the Grand
Valley Quadrangle, Garfield County, Colorado,” by Donnell, J.R., Yeend, W.E., and Smith, M.C.
(1986) the site is mapped as being on Quaternary mudflow and fan gravel deposits, described as
“pebble, cobble, and boulder gravel in a gray matrix of coarse sand; poorly sorted; clasts
primarily unweathered basalt, but contain some sandstone, marlstone, siltstone and claystone.
Derived largely from solifluction deposits east of quadrangle.” According to the map, the fan
gravel deposits are underlain by the Tertiary Wasatch formation described as “variegated
claystone with minor beds of fine to medium grained sandstone.”
Google Earth shows that the existing residential area south of the site was constructed between
1993 and 2005, with additional development occurring between 2006 and 2011. Between 2006
and 2014, grading and stripping of boulders from the surface likely occurred on the site and
surrounding area. The site is located approximately 100 feet north of an ephemeral stream
Project Number: 05321499
Dollar General – Parachute, CO
December 22, 2017
Page 6
www.intertek.com/building
tributary to the Colorado River, which lies approximately ¾ miles northwest of the site and flows
southwest through the town of Parachute, Colorado. Additionally, Google Earth shows the
existence of a gravel pit, approximately ¾ miles north-northwest of the site; it is unknown if the
pit is currently active. Structures and equipment associated with oil and gas production are
present approximately ½ miles southeast of the site.
3.2 Swell Potential
PSI has reviewed “A Guide to Swelling Soils: Colorado Geologic Survey – Special Publication 43”
by David C. Noe, Candace L. Jochim, and William P. Rogers dated 2007. Based on this publication,
the subject site lies in or near areas containing “low to moderate” and “moderate to very high”
swell potential.
PSI performed Denver Swell Testing on selected samples collected during our field
investigations. The following table summarizes the swell test results:
General Test
Boring Location Test
Boring
Depth
below
ground
surface
(feet)
In-situ
Moisture
Content
(%)
Dry Density
(pcf) Surcharge (psf) Swell
Potential (%)
Building NW
Corner B1 2.5 11.3 87 250 -0.3
Building SW
Corner B5 1.5 14.1 83 250 -0.3
West of
Building B6 5 12.7 75 500 -1.2
Parking E B10 2.5 17.6 79 250 0.7
The laboratory swell test results are included in Appendix A and on the individual boring logs
(Figures 5 through 14). The test results indicated swell percentages ranging from -1.2 percent to
0.7 percent, when tested under a 250 or 500 psf surcharge pressure. The surcharge values were
applied based on the sample depth, in general. Once the samples were hydrated under the
surcharge pressure and swelling had stopped, additional pressure was applied until the sample
was at or below its initial volume. Based on the swell potential map and the laboratory results,
PSI has classified the subgrade soils as having “Low” swell potential. Swell mitigation is not
required for the proposed development. Should significant or larger cuts/fills be planned, risk of
swell may increase as surcharges will change. Also, significant wetting and drying of soils will
increase the risk of movement and should be prevented.
3. 3 Subsurface Conditions
As part of PSI’s evaluation of this site, ten exploratory borings were drilled at the subject site as
indicated on Figure 2, the Boring Location Map. Additional holes were drilled without taking soil
samples to estimate the areal extent and depth of the basalt boulders and cobbles as previously
mentioned (see Figure 2a). The following table displays the approximate boring locations and
depths from the existing ground surface.
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Dollar General – Parachute, CO
December 22, 2017
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Boring(s) General Location
Approximate Depth(s)
Extended Below Existing
Grades
B1 Building NW Corner 4 ½ feet
B2 Building SE Corner 4 ½ feet
B3 Building Center 3 ½ feet
B4 Building NE Corner 3 ½ feet
B5 Building SW Corner 3 ½ feet
B6 W of Building 9 ½ feet
B7 Parking S 5 ½ feet
B8 Parking SE 4 ½ feet
B9 Parking E 3 ½ feet
B10 Parking E 4 ½ feet
The borings were advanced using a CME-55 truck-mounted drill rig equipped with 4-inch
outside-diameter, solid-stem, and continuous-flight augers. Soil samples were recovered at
selected depths during drilling using a Modified California Sampler (with an inside-diameter of
2.0 inches and an outside-diameter of 2.4 inches) driven by a 140-pound hammer free-falling 30
inches. The number of blows required to drive the sampler 12 inches is designated as the
penetration resistance (N-value, blows per foot) and provides an indication of the consistency of
cohesive soils and the relative density of granular materials. While the procedure is similar to
that employed in the Standard Penetration Test (ASTM D1586), the penetration resistance
obtained using the California barrel sampler is generally higher than that obtained using the
standard split-spoon sampler. A correction factor of 0.6 for sand and 0.77 for clay is used for N-
Values collected using the Modified California sampler.
A PSI representative observed and documented the drilling of our borings and logs were prepared
of the encountered conditions. Individual logs of the borings are presented on Figures 5 through
14. It should be noted that the subsurface conditions presented on the boring logs are only
representative of the conditions at the specific locations drilled. Variations may occur and should
be expected across the site. The stratification represents the approximate boundary between
subsurface materials and the transitions may be gradual and indistinct. Water level information, if
encountered, obtained during our field operations is also shown on the boring logs.
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Dollar General – Parachute, CO
December 22, 2017
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3.3.1 Subsurface Profile
From the surface in the test borings, light brown, dry, stiff to hard, lean to fat clay, with varying
amounts of sand, gravel and cobbles, and abundant calcareous material (caliche) was
encountered to a depth of approximately 3 to 9 feet below the existing ground surface (bgs)
across the site. The surficial clay material is lean to fat, and is likely recompacted native soil with
basalt boulders removed from the surface. The clay soil was underlain by gray to dark gray, very
hard, basalt boulder and cobbles. Practical auger refusal was achieved approximately 6 inches
into the boulders, and the termination depths of the test borings ranged from 3 ½ to 9 ½ feet.
Fourteen additional borings were drilled to auger refusal within the building footprint and
parking area to estimate the extent and depth to the basalt boulders; they were all terminated
in the basalt at approximately 3 to 5 feet, consistent with the labeled test borings (see Figure 2).
3.3.2 Groundwater Conditions
Groundwater was not observed to collect in any of the test borings at the time of drilling.
Groundwater levels fluctuate during the year depending upon climatic and rainfall conditions
and changes to surface topography and drainage patterns. Discontinuous zones of perched
water may also exist, or develop.
3.3.3 Laboratory Testing
The soil samples obtained during the field exploration were transported to the laboratory and
selected soil samples were tested in the laboratory to determine material properties for our
evaluation. Laboratory testing was accomplished in general accordance with ASTM and other
applicable procedures. Laboratory testing was performed on selected samples to evaluate the
classification and other engineering characteristics of the subsurface materials. Laboratory test
data along with detailed descriptions of the soils can be found on the logs of borings and in
Appendix A. The samples that were not altered by laboratory testing will be retained for 30 days
from the date of this report and then will be discarded without further notice.
4.0 GEOTECHNICAL EVALUATION
Large, very hard, boulders were observed in the subgrade, and at the surface surrounding the
site during our site and subsurface evaluation. To create a consistent subgrade, the on-site
boulders will require removal, and shallow foundations should bear on no less than 3 feet of
engineered fill soils with 100% of material passing the 2-inch sieve. Additionally, pavements and
slab-on-grades should bear on no less than 3 feet of scarified, moisture conditioned and
recompacted on-site soil with 100% of material passing the 2-inch sieve, or imported structural
fill material meeting the criteria described in section 5.1. Extra excavation efforts may be
required to remove large boulders from the subgrade.
Large boulders will likely be encountered during underground utility installation; utility trenches
may require extra excavation efforts and shoring.
On-site soils exhibited low swell potential. However, the design of the proposed Dollar General
should take special care to limit the infiltration of water into the soils underlying the proposed
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Dollar General – Parachute, CO
December 22, 2017
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Dollar General. This may include special measures to seal utilities and roof drains or make them
flexible at critical locations to reduce the potential for the introduction of water into the
subgrade materials. Perimeter drains should also be installed to minimize the inflow of surface
water percolation into the soils under the proposed Dollar General.
The allowable bearing capacity has been calculated using minimum footing widths of 18 inches,
and for bearing depths of 1-½ and 3 feet below the existing grade. The potential movement
through settlement of foundations has been estimated for the footing depths and can be found
in Section 6.1 Foundations.
Due to lean to fat clay expected in the upper 3 feet of the site, the recommended minimum
pavement thicknesses for the subject development have been based on a subgrade support R-
Value of 9 based on an AASHTO soils classification of A-6 obtained through laboratory analysis.
The proposed pavement subgrade materials should be tested prior to construction to confirm
this value.
The following geotechnical design recommendations have been developed on the basis of the
described project characteristics and subsurface conditions encountered. Once final
design/grading plans and specifications are available, a general review by PSI is required as a
means to check that the recommendations presented in the following sections of this report are
properly interpreted and implemented.
5.0 SITE GRADING RECOMMENDATIONS
Prior to excavation for foundation construction, the site should be stripped of vegetation,
topsoil, loose uncompacted fill, soil stockpiles, and debris. If debris is encountered, it should be
removed to the extent encountered and replaced with engineered fill. The stripped
vegetation/topsoil may be re-placed as topsoil in designated landscape areas. Trash and debris
should be disposed of in accordance with local and state regulations.
The on-site soils should be undercut and removed to a depth of at least 3 feet below the
proposed foundation and slab elements; material greater than 2 inches should be removed from
the on-site soil, and the processed soil should be moisture-conditioned and recompacted as
Engineered Fill, or replaced with approved imported Engineered Fill. Pavement areas should be
scarified to a depth of 3 feet below final grade, moisture conditioned and recompacted with all
material greater than 2 inches removed. This action will create a more consistent and suitable
subgrade.
5.1 Engineered Fill
Based on PSI’s field and laboratory data it is our opinion that the on-site overburden soils will be
suitable for re-use as backfill soils and for use as structural fill, provided the material is properly,
moisture conditioned and compacted with all material greater than 2 inches removed. If
unanticipated material such as construction debris, trash, or other undesirable material is
encountered during construction, they should be removed off site.
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December 22, 2017
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Imported structural fill, if required, should be free of organic or other deleterious materials,
have a liquid limit less than 30, a plasticity index less than 10, and meet the following gradation
outlined below. This structural fill criteria is intended as a general guideline. Imported structural
fill materials should have a swell potential of less than 1 percent when compacted to 95 percent
of maximum dry unit weight (MDUW) and at 2 percent below optimum moisture content (OMC)
and tested under a swell test surcharge of 500 psf. The MDUW and OMC should be determined
by ASTM D698 (Standard Proctor).
Screen Size Percent Passing
2 Inch 100
#4 50 – 100
#200 10 - 30
Imported fill material proposed for use on this site that does not meet these criteria should be
submitted to the project geotechnical engineer for evaluation and approval. The geotechnical
engineer should evaluate the proposed import fill prior to purchase and delivery. Fine-grained
soils used for fill require close moisture content control and careful placement by the contractor
to achieve the recommended degree of compaction and to control swell potential and
settlement.
5.2 General Fill Placement and Testing
Unless otherwise specified, fill material should be compacted to at least 95 percent of the
maximum dry unit weight as determined by the Standard Proctor Test (ASTM D 698). Each lift of
compacted fill should be tested for density by a representative of the geotechnical engineer
prior to placement of subsequent lifts. Sand fill soils should be moisture conditioned to
between two percent below and two percent above optimum moisture content and clay fill soils
should be moisture conditioned to a range from optimum moisture content to four percent
above optimum moisture content. Fill material should be placed in maximum eight-inch loose
lifts.
A sample(s) of the proposed backfill soil(s) should be obtained for moisture density relationship
(proctor test) three to four days prior to backfilling operations to expedite compaction and
moisture content testing by the materials testing service provider.
Weather conditions in the site area are typically dry in the summer and early fall. While grading
can be inhibited for short periods during and following times of precipitation, grading can
generally be conducted year-round. The major factor that must be considered during the winter
months is ground freezing. During extended periods of sub-freezing weather, it can be difficult
to properly moisture condition and compact soils. Grading must be conducted during the
warmer parts of the day in freezing weather.
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December 22, 2017
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6.0 GEOTECHNICAL RECOMMENDATIONS
The proposed structure may be founded on continuous or individual column footings bearing on
properly moisture conditioned and recompacted material.
6.1 Foundations
PSI recommends that the proposed Dollar General structure be supported on continuous or
individual column footings and should be designed for an allowable soil bearing pressure as
shown in the following tables:
Allowable Bearing Capacity of Continuous
Footing (psf) Allowable Bearing Capacity
Bearing Depth of
Foundation Below
Existing Grade
1½ feet 3,200 psf
3 feet 2,000 psf
Allowable Bearing Capacity of Individual
Column Pad (psf)
Minimum 3 ft x 3 ft
Allowable Bearing Capacity
Bearing Depth of
Foundation Below
Existing Grade
1½ feet 4,000 psf
3 feet 2,300 psf
The allowable bearing capacities provided above are based on a factor of safety of 3 and that
the existing grade is at or near the proposed final grade elevation.
Continuous footings supporting bearing walls should incorporate a minimum lateral dimension
of 18 inches. Exterior column and wall footings should bear at a minimum of 36 inches below
final grade for frost protection. Interior column and wall footings should be at a minimum of 18
inches below grade.
The uplift capacity of shallow foundations should be limited to the weight of the foundation
concrete plus the weight of the soil immediately above the footing. A concrete unit weight of
145 pcf should be used for design purposes.
Lateral loads applied to the foundations will be resisted by a combination of passive pressure
against the sides and friction along the base. For design purposes, based on a mobilized friction
angle of 30o, PSI recommends using an equivalent fluid pressure of 43 pcf for the “active” case
and 65 pcf for the “at-rest” case, along with a coefficient of friction of 0.39. A passive pressure
of 195 pcf is recommended, based on a factor of safety of 2.0 to limit strain in the foundation.
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December 22, 2017
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Vertical movement through settlement of foundations were calculated to be less than 1 inch.
Differential movements should be on the order of ½ inch or less between adjacent columns or
along 20-feet of continuous footing length provided that the foundations are founded in
moisture conditioned and compacted soils as described in the site preparation section of this
report.
The foundation excavations should be observed by a representative of PSI prior to reinforcing
steel or concrete placement to assess that the foundation bearing materials are capable of
supporting the design loads and are consistent with the materials discussed in this report. Soft
or loose zones encountered at the bottom of the footing should be removed and replaced with
properly compacted structural fill as directed by the geotechnical engineer.
After the foundation bearing materials have been approved, steel reinforcement and concrete
should be placed as quickly as possible to avoid exposure of the footing bottoms to wetting and
drying. Surface run-off water should be drained away from the excavations and not be allowed
to pond. If possible, the foundation concrete should be placed during the same day the
excavation is made. If it is required that the excavation be left open for more than one day, they
should be protected to reduce evaporation or entry of moisture.
6.2 Seismic Parameters
The project site is located within Garfield County, which employs the International Building Code,
2015 edition. As part of this code, the design of structures must consider dynamic forces resulting
from seismic events. These forces are dependent upon the magnitude of the earthquake event as
well as the properties of the soils that underlie the site. As part of the procedure to evaluate
seismic forces, the code requires the evaluation of the Seismic Site Class, which categorizes the site
based upon the characteristics of the subsurface profile within the upper 100 feet of the ground
surface. To define the Site Class for this project, we have interpreted the results of soil test borings
drilled with the project site and estimated appropriate soil properties below the base of the borings
to a depth of 100 feet, as permitted by Section 1615.1.1 of the code. The estimated soil properties
were based upon data available in published geologic reports and our experience with subsurface
conditions in the general site area.
Based upon our evaluation, it is our opinion that the subsurface conditions within the site are
consistent with the characteristics of Site Class C as defined in Table 1615.1.1 of the building code.
The USGS-NEHRP interpolated probabilistic ground motion values near latitude 39.43994o North
and 108.03108o West obtained from the USGS geohazards web page are as follows:
Period
(seconds)
2% Probability
of Event in 50
years (%g)
Site
Coefficients
Max. Spectral
Acceleration
parameters
Design Spectral Acceleration
parameters
PGA 0.153 --- --- ---
0.2 (Ss) 0.275 Fa = 1.20 Sms = 0.330 SDs= 0.220 T0= 0.078
1.0 (S1) 0.076 Fv = 1.70 Sm1 = 0.128 SD1= 0.086 Ts= 0.391
Sms = FaSs SDs = ⅔*Sms T0= 0.2*SD1/SDs
Sm1 = FvS1 SD1 = ⅔*Sm1 Ts= SD1/SDs
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Dollar General – Parachute, CO
December 22, 2017
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The Site Coefficients, Fa and Fv presented in the above table were interpolated from IBC Tables
1615.1.2(1) and 1615.1.2(2) as a function of the site classification and mapped spectral response
acceleration at the short (Ss) and 1 second (S1) periods.
6.3 Pavement Recommendations
The following analysis and minimum pavement thickness recommendations are in general
accordance with AASHTO, City of Parachute and Battlement Mesa, Colorado Department of
Transportation Design Manual, and based upon our current understanding of the project.
6.3.1 Subgrade Preparation Recommendations
To provide a more uniform subgrade for support of the proposed pavement sections, PSI
recommends that the subsurface materials be scarified to a depth of 3 feet below final subgrade
elevation and recompacted as moisture conditioned and compacted structural fill if the
subgrade is consistent, and any material greater than 2 inches is removed.
Once the subgrade below the parking area and drive lanes have been excavated, the existing
site soils should be proofrolled to identify areas of loose soils prior to placement of moisture
conditioned, compacted soils (either on-site or imported). The proofroll should be conducted
with a loaded tandem-axle dump truck or similar pneumatic-tired equipment with a minimum
weight of 15 tons and a maximum weight of 25 tons.
6.3.2 Minimum Pavement Thickness Recommendations
Subsurface soils across the site were consistent, therefore, based on the lean to fat clay material
encountered at the surface during our subsurface exploration, PSI has used an R-value of 9 for
the support soils of the proposed pavement sections at both locations. Pavements will be
designed to the minimum asphalt depth for this soil type.
6.3.2 Minimum Pavement Thickness Recommendations
Based on the on-site soils, PSI has used an R-Value of 9 for support of the proposed pavement
sections.
PSI has identified two pavement categories based on anticipated traffic use and traffic loads.
We have assigned estimated traffic loads to each category expressed in EDLA’s, where the EDLA
is the equivalent daily load applications of vehicles relative to an 18-kip single axle load. We
have also based this report on the following design criteria; a 20-year design life, a Pavement
Serviceability Index (PSI) of 2.5 and a Reliability of 80%.
• PSI has assigned an estimated EDLA of 2 for the general parking stall (Light-Duty Traffic)
area. Anticipated traffic in this area includes private passenger vehicles or similar
vehicles.
• The drive lanes within the site have been assigned an estimated EDLA of 5 (Heavy-Duty
Traffic - Drive Lanes), PSI anticipates that traffic in this area will be mixed use consist of
delivery vehicles of varying size and weight and passenger vehicles.
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Dollar General – Parachute, CO
December 22, 2017
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Pavement section options are provided for full-depth asphalt, asphalt over aggregate base
course, and rigid (Portland Cement Concrete) pavement. However, it is PSI’s experience that
pavements with properly placed base aggregate on a properly drained grade outperform full-
depth pavement sections. PSI strongly recommends using a composite section at this site to
promote better drainage and to prevent significant moisture retention. Based on the stated
assumptions, the following pavement sections are recommended, as presented below.
RECOMMEND MINIMUM PAVEMENT SECTIONS
Pavement Area Composite Section Full-Depth
Asphalt
Full-Depth Portland
Cement Concrete
Light-Duty (EDLA = 2)
4 inches Asphalt
over
4 inches Aggregate
Base Course
5 inches 5 inches*
Heavy-Duty (EDLA = 5)
4 ½ inches Asphalt
over
5 inches Aggregate
Base Course
6 inches 5 inches
*Minimum recommended depth
Concrete pavement at least seven inches thick is recommended for the trash dumpster run-up
due to the heavy wheel and impact loads that this area receives. The run-up should extend far
enough away to support all wheels of the sanitation truck while stopped and in the loading
position. Concrete pavement is also recommended in areas, which receive continuous repetitive
traffic such as product unloading areas and parking lot entrances.
6.5.3 Flexible Pavement
Allowances for proper drainage and proper material selection of base materials are most
important for performance of asphaltic pavements. Ruts and birdbaths in asphalt pavement
allow for quick deterioration of the pavement primarily due to saturation of the underlying base
and subgrade.
Hot bituminous pavement should meet the requirements as detailed for SuperPave Mixtures in
Colorado Department of Transportation Standard Specifications for Road and Bridge
Construction. Material meeting the Colorado Department of Transportation requirements for
Grading SX (½ inch nominal) for top lift, and Grading S (¾ inch nominal) for the lower laye rs is
recommended. In addition, the following are presented as general guidelines for properties of
asphaltic concrete.
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Dollar General – Parachute, CO
December 22, 2017
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Flexible Pavement Areas
Asphalt Cement PG 64-22 or PG 64-28
Asphalt Content As per mix design
Percent Air Voids 3½-5
The minimal layer thickness shall be 2 inches and each layer should be a minimum of 2 times the
aggregate size. Asphalt material should be obtained from an approved mix design stating the
SuperPave Mixture properties, including optimum asphalt content, job mix formula, and
recommended mixing and placing temperatures. Materials and construction methods should be
in accordance with the CDOT Standard Specifications for Road and Bridge Construction Section
403.
6.5.4 Aggregate Base Course
If aggregate base course is used as part of the pavement section, the materials should conform
to CDOT requirements for Class 6 aggregate base course per Table 703-2 and construction
methods should conform to Section 304 of the Colorado Department of Transportation
Standard Specifications for Road and Bridge Construction.
6.5 Exterior Slab and Slabs-on-Grade
A slab-on-grade floor slab and exterior slabs may be utilized for the proposed structure provided
that the slab bears on no less than 36 inches of scarified, moisture-conditioned and
recompacted reworked on-site soils.
If the slab is placed on native, reworked soils, PSI recommends a subgrade support modulus (k-
value) of 125-pci (based on a 1-foot square plate load test) be used for slab design. The value
should be adjusted for larger areas using the following expression for cohesive and cohesionless
soil:
Modulus of Subgrade Reaction, ks = (B
k
) for cohesive soil; and,
ks = k (B
B
2
1
)2 for cohesionless soil.
where: ks = coefficient of vertical subgrade reaction for loaded area,
k = coefficient of vertical subgrade reaction for 1x1 square foot area,
B = width of area loaded, in feet.
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Dollar General – Parachute, CO
December 22, 2017
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Where concrete slabs will be covered with tile or other moisture sensitive covering, we
recommend the use of a vapor retarder beneath the slabs-on-grade to reduce vapor
transmission through the slab. PSI recommends that a minimum four-inch thick free draining
granular mat be placed beneath the floor slab to enhance drainage. The soil surface shall be
graded to drain away from the proposed improvements without low spots that can trap water
prior to placing the granular drainage layer. Polyethylene sheeting should be placed to act as a
vapor retarder where the floor will be in contact with moisture sensitive equipment or product
such as tile, wood, carpet, etc., as directed by the design engineer. The floor slabs should have
an adequate number of joints to reduce cracking resulting from differential movement and
shrinkage.
The practices listed below are considered good construction practice and should be followed to
prevent moisture content variation.
• Cracking of slabs-on-grade can occur as a result of heaving or compression of the
supporting soil, but also as a result of concrete curing stresses. The occurrence of concrete
shrinkage cracks, and problems associated with concrete curing may be reduced and/or
controlled by limiting the slump of the concrete, proper concrete placement, finishing, and
curing, and by the placement of crack control joints at frequent intervals, particularly, where
re-entrant slab corners occur. The American Concrete Institute (ACI) recommends a
maximum panel size (in feet) equal to approximately three times the thickness of the slab
(in inches) in both directions. For example, joints are recommended at a maximum spacing
of 12 feet assuming a four-inch thick slab. We also recommend that control joints be scored
three feet in from and parallel to all foundation walls. Using fiber reinforcement in the
concrete can also control shrinkage cracking.
• Some increase in moisture content is inevitable as a result of development and
associated landscaping. However, extreme moisture content increases can be largely
controlled by proper and responsible site drainage, site maintenance and irrigation
practices. Proper slope away from the proposed canopy and walkways (5 to 10 percent)
should be maintained.
• All utility backfill in areas supporting slabs should be moisture-conditioned or dried by
scarification, and compacted. Backfill in all interior and exterior water and sewer line
trenches (if applicable) should be uniformly compacted.
Exterior slabs should be isolated from the building. These slabs should be reinforced to function
as independent units. Movement of these slabs should not be transmitted to the building
foundation or superstructure.
7.0 LIMITATIONS
The recommendations submitted are based upon the available subsurface information obtained
by PSI and design details furnished by Dorsey Development Companies. If there are any
revisions to the plans for this project or if deviations from the subsurface conditions noted in
this report are encountered during construction, PSI should be notified immediately to
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December 22, 2017
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determine if changes in the foundation recommendations are required. If PSI is not retained to
perform these functions, PSI will not be responsible for the impact of those conditions on the
project.
The geotechnical engineer warrants that the findings, recommendations, or professional advice
contained herein have been made in accordance with generally accepted professional
geotechnical engineering practices in the local area. No other warranties are implied or
expressed.
After the plans and specifications are more complete, the geotechnical engineer should be
retained and provided the opportunity to review the final design plans and specifications to
confirm that recommendations have been properly incorporated into the design documents. At
the time, it may be necessary to submit supplementary recommendations. This report has been
prepared for the exclusive use of Dorsey Development Companies and their consultants for the
specific application to the Proposed Dollar General to be located at Stone Quarry Road and
Battlement Parkway in Battlement Mesa, Colorado 81635.
Taken From Google Earth
DG - Parachute
Site Vicinity Map 1a
JOB NO. 5321499
FIGURE NO.
N
Site
Taken From USGS Map -
DG - Parachute
Site Vicinity Map 1b
JOB NO. 5321499
FIGURE NO.
Site
N
Indicates Approximate location of Boring Hole Drilled to Auger Refusal, No Samples Taken
Taken From Google Earth
DG - Parachute
Boring Location Map 2a
JOB NO. 5321499
FIGURE NO.
N
B10
B9
B8B7
B6
B1 B4
B3
B5 B2
Basalt Boulder
Pile
Drainage
Approximate
Location of
Terrace
Indicates Approximate location of Boring
Taken from Proposal Documentation
DG - Parachute
Boring Location Map 2b
JOB NO. 5321499
FIGURE NO.
B1
B2
B3
B4
B5
N
B6
B7
B8
B9 B10
Taken During Site Visit
Dollar General - Parachute, CO
Likely Man-made Fill Terrace 3
JOB NO. 5321499
FIGURE NO.
Taken During Site Visit
Dollar General - Parachute, CO
Basalt Boulder Stockpile 4
JOB NO. 5321499
FIGURE NO.
1 12 15-35
N=50
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Very Stiff, with trace Basaltic
Cobbles, with Adundant Calcarous Nodules and
Caliche at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 4
1/2 feet)
CL-CH
Boulders
12 DD = 87 pcf
S(250) = -0.3%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.44009°
LONGITUDE:-108.03112°
FIGURE: 5
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 4.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5421 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B1
1 12 9-14
N=23
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Stiff, with trace Basaltic Cobbles,
with Adundant Calcarous Nodules and Caliche
at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 4
1/2 feet)
CL-CH
Boulders
15 DD = 85 pcf
LL = 58
PL = 26
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.43981°
LONGITUDE:-108.03098°
FIGURE: 6
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 4.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5423 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B2
>>
1 12 12-19
N=31
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Very Stiff, with trace Basaltic
Cobbles, with Adundant Calcarous Nodules and
Caliche at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 3
1/2 feet)
CL-CH
Boulders
27 Gradation:
-200 = 50.2%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.43995°
LONGITUDE:-108.03106°
FIGURE: 7
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 3.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5421 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B3
1 11 50/11"
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Hard, with trace Basaltic Cobbles,
with Adundant Calcarous Nodules and Caliche
at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 3
1/2 feet)
CL-CH
Boulders
12 DD = 86 pcf
-200 = 52.1%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.44033°
LONGITUDE:-108.03097°
FIGURE: 8
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 3.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5421 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B4
>>
1 8 50/8"
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Hard, with trace Basaltic Cobbles,
with Adundant Calcarous Nodules and Caliche
at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 3
1/2 feet)
CL-CH
Boulders
14 DD = 83 pcf
S(250) = -0.3%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.43984°
LONGITUDE:-108.03113°
FIGURE: 9
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 3.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5422 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B5
>>
1 12 12-19
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Very Stiff, with trace Basaltic
Cobbles, with Adundant Calcarous Nodules and
Caliche at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Stiff, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 9
1/2 feet)
CL-CH
Boulders
13 DD = 75 pcf
S(500) = -1.2%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5415
LATITUDE:39.43994°
LONGITUDE:-108.03133°
FIGURE: 10
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 9.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5420 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
5
DATE COMPLETED:11/30/17 BORING B6
>>
1 12 11-18
N=29
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Very Stiff, with trace Basaltic
Cobbles, with Adundant Calcarous Nodules and
Caliche at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 5
1/2 feet)
CL-CH
Boulders
11 LL = 38
PL = 24
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.43969°
LONGITUDE:-108.03109°
FIGURE: 11
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 5.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5422 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
5
DATE COMPLETED:11/30/17 BORING B7
1 12 50/11"
LEAN TO FAT CLAY (CL-CH) Light Brown,
Dry, Hard, with trace Basaltic Cobbles, with
Adundant Calcarous Nodules and Caliche at 2
feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 4
1/2 feet)
CL-CH
Boulders
21 DD = 89 pcf
Gradation:
-200 = 87.9%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
LATITUDE:39.43967°
LONGITUDE:-108.03082°
FIGURE: 12
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 4.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5425 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B8
>>
1 0 Bounce
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Hard, with trace Basaltic Cobbles,
with Adundant Calcarous Nodules and Caliche
at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 4
1/2 feet)
CL-CH
Boulders
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
LATITUDE:39.43986°
LONGITUDE:-108.03077°
FIGURE: 13
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 3.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5424 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B9
>>
1 9 50/9"
SANDY LEAN TO FAT CLAY (CL-CH) Light
Brown, Dry, Hard, with trace Basaltic Cobbles,
with Adundant Calcarous Nodules and Caliche
at 2 feet.
BOULDERS AND COBBLES Gray to Dark
Gray, Dry, Very Hard, Clasts are Basaltic with
Trace to Adundant Vesicles (Auger Refusal at 4
1/2 feet)
CL-CH
Boulders
18 DD = 79 pcf
S(1000) = 0.7%
PROJECT NO.:05321499
PROJECT:Dollar General - Parachute, CODepth, (feet)STRENGTH, tsf
Additional
Remarks
USCS Classification0
QpSample Type2.0
0
Moisture, %MoistureMATERIAL DESCRIPTION
STANDARD PENETRATION
TEST DATA
N in blows/ft
QuSample No.Graphic Log50
PL
Elevation (feet)LL
4.0
25
Recovery (inches)N/A
While Drilling
Upon Completion
Delay
5420
LATITUDE:39.44007°
LONGITUDE:-108.03078°
FIGURE: 14
LOCATION:Stone Quarry Road and Battlement Parkway
NA
Not Encountered
WaterREMARKS:
DRILLER:Rocky
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578 Parachute, CO
SAMPLING METHOD:Modified California
DATE STARTED:11/30/17
BENCHMARK:N/A
The stratification lines represent approximate boundaries. The transition may be gradual.Sheet 1 of 1
DRILL COMPANY:Dakota Drilling
STATION:N/A OFFSET:N/A
LOGGED BY:BRJ
COMPLETION DEPTH 4.5 ft DRILL RIG:CME-55
DRILLING METHOD:Solid Stem Auger
ELEVATION:5423 ft
REVIEWED BY:KD
EFFICIENCY N/A See Figure 2
HAMMER TYPE:Manual BORING LOCATION:
0
DATE COMPLETED:11/30/17 BORING B10
>>
Professional Service Industries, Inc.
USCS Low to High Plasticity Clay
Boulders and cobbles
KEY TO SYMBOLS
PSI Job No.:
Project:
Location:
05321499
Dollar General - Parachute, CO
Stone Quarry Road and Battlement Parkway
Parachute, CO
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578
Fax: (303) 423-5625
SSA = Solid Stem Auger
HSA = Hollow Stem Auger
CFA = Continuous Flight Auger
SPT = Standard Penetration Test
MC - Modified California Sampler
SS = Split-spoon Sampler
ST = Shelby Tube Sampler
RC = Rock Core
DD = Dry Density
MC = Moisture Content
LL = Liquid Limit
PL = Plastic Limit
--200 = Percent Passing th No. 200 Sieve (%)
S(250) = Swell under 250 psf surcharge pressure (%)
S(500) = Swell under 500 psf surcharge pressure (%)
S(1000) = Swell under 1000 psf surcharge pressure (%)
Qu = Unconfined Compressive Strength
RQD = Rock Quality Designation
REC'D = Rock Core Recovery Percentage
PID = Photo Ionic Detector (ppm)
The borings were advanced into the ground using 4-inch solid stem augers. At regular intervals throughout the boring depths, soil samples were obtained with either a 1.4-inch I.D., 2.0-inch O.D., split-spoon sampler or a 2.0-inch I.D., 2.4-inch O.O.D. Modified California sampler. The samplers were first seated 6-inches to penetrate any loose cuttings and then drivan additional foot where possible with blows of a 140-pound hammer falling 30-inches. The number of hammer blowsrequired to drive the sampler each 6-inch increment is recorded in the field. The penetration resistance "N-value" isredesignated as the number of hammer blows required to drive the sampler the final foot and, when properly evaluated, isan index to cohesion for clays and relative density for sands. The split-spoon sampling procedures used during thisexploration are in general accordance with ASTM Designation D 1586.
Appendix A
Laboratory Test Results
87 pcf
2.5 feet 11.6 %
Sample Description -0.3 %
USCS Classification NA
JOB NO.
FIGURE NO.
DG - Parachute
SWELL - CONSOLIDATION TEST
5321499
A-1
Volume Change
Swell Pressure
Sample Location
Sample Depth
Dry DensityB1
In-Situ Moisture Content
CL - CH
Sandy Lean to Fat Clay
-2
-1
0
1
2
100 1000
SWELL-CONSOLIDATION TEST
SWELL PRESSURE (PSF)PERCENT SWELL / CONSOLIDATION (%)
83 pcf
1.5 feet 14.1 %
Sample Description -0.3 %
USCS Classification NA
JOB NO.
FIGURE NO.
DG - Parachute
SWELL - CONSOLIDATION TEST
5321499
A-2
Volume Change
Swell Pressure
Sample Location
Sample Depth
Dry DensityB5
In-Situ Moisture Content
CL - CH
Sandy Lean to Fat Clay
-2
-1
0
1
2
100 1000
SWELL-CONSOLIDATION TEST
SWELL PRESSURE (PSF)PERCENT SWELL / CONSOLIDATION (%)
75 pcf
5 feet 12.7 %
Sample Description -1.2 %
USCS Classification NA
JOB NO.
FIGURE NO.
DG - Parachute
SWELL - CONSOLIDATION TEST
5321499
A-3
Volume Change
Swell Pressure
Sample Location
Sample Depth
Dry DensityB6
In-Situ Moisture Content
CL - CH
Sandy Lean to Fat Clay
-2
-1
0
1
2
100 1000
SWELL-CONSOLIDATION TEST
SWELL PRESSURE (PSF)PERCENT SWELL / CONSOLIDATION (%)
79 pcf
2.5 feet 17.6 %
Sample Description 0.7 %
USCS Classification 800 psf
JOB NO.
FIGURE NO.
DG - Parachute
SWELL - CONSOLIDATION TEST
5321499
A-4
Volume Change
Swell Pressure
Sample Location
Sample Depth
Dry DensityB10
In-Situ Moisture Content
CL - CH
Sandy Lean to Fat Clay
-2
-1
0
1
2
100 1000 10000
SWELL-CONSOLIDATION TEST
SWELL PRESSURE (PSF)PERCENT SWELL / CONSOLIDATION (%)
US SIEVE OPENING IN INCHES HYDROMETER
GRAVEL SAND
COBBLES COARSE FINE CRS MED FINE SILT OR CLAY
Specimen I.D. Description USCS AASHTO Group Index LL PI PL
B3 @ 2.5 FEET CL A-6 4 38 14
B8 @ 2.5 FEET CH A-7-6 31 58 32
Specimen I.D.D100 D60 D30 D10 Cc Cu %Gravel %Sand %Silt&Clay
B3 @ 2.5 FEET 19.00 0.16 12 37
B8 @ 2.5 FEET 9.50 2 10
JOB NO.
Fat Clay 26
GRADATION CURVES
5321499
A-5 FIGURE NO.
Sandy Lean Clay
50
US SIEVE NUMBERS
Dollar General - Parachute, CO
24
88
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.11101001000
GRAIN SIZE (mm)
%
F
I
N
E
R
by
W
E
I
G
H
T
1.5 3/4 3/8 4 10 16 30 40 100 200
0
10
20
30
40
50
60
0 20 40 60 80 100
LL
PSI Job No.:
Project:
Location:
05321499
Dollar General - Parachute, CO
Stone Quarry Road and Battlement Parkway
Parachute, CO
Fines
P
L
A
S
T
I
C
I
T
Y
I
N
D
E
X
CL
2.5
2.5
32
14
58
38
PI
CH
CL-ML
Classification (*Visual)
ML
Boring Depth (ft)PL
LIQUID LIMIT
MH
B2
B7
ATTERBERG LIMIT RESULTS
26
24
Professional Service Industries, Inc.
1070 West 124th Avenue, Suite 800
Westminster, CO 80234
Telephone: (303) 424-5578
Fax: (303) 423-5625
Fat Clay (CH)
Lean Clay (CL)
PJ Consulting
Land Development Consulting
2206 Crestline Ct., Grand Junction, CO 81507
Paul Johnson: 970-210-5555
Mineral Rights Search Results
Minor Subdivision of Lot 47 of the Valley View Village Subdivision
For Parcel #: 2407-181-02-002
On May 2, 2018, I went to Garfield County’s Assessor’s office and met with Casey
Lawrence, GIS Technician and Minerals Clerk. Casey researched his county records and
found that no mineral rights document has been issued for this parcel, and therefore,
there is no active mineral ownership for this parcel.
Paul Johnson
Parcel Physical Address
240717200001 Not available PARACHUTE
240717200005 124 STONE QUARRY RD PARACHUTE
240717206001 300 COUNTY RD PARACHUTE
240717212002 Not available PARACHUTE
240718100001 300 COUNTY RD PARACHUTE
240718100004 1230 W BATTLEMENT PKWY PARACHUTE
240718102001 Not available PARACHUTE
240718102002 Not available PARACHUTE
240718102003 Not available PARACHUTE
240718102004 Not available PARACHUTE
240718102005 Not available PARACHUTE
240718104024 BRYAN LOOP PARACHUTE
240718105001 51 ANGELICA CIR PARACHUTE
240718105002 53 ANGELICA CIR PARACHUTE
240718105003 57 ANGELICA CIR PARACHUTE
240718105004 59 ANGELICA CIR PARACHUTE
240718107001 111 ANGELICA CIR PARACHUTE
240718107002 113 ANGELICA CIR PARACHUTE
240718107003 117 ANGELICA CIR PARACHUTE
240718107004 119 ANGELICA CIR PARACHUTE
240718108001 31 ANGELICA CIR PARACHUTE
240718108002 37 ANGELICA CIR PARACHUTE
240718108003 33 ANGELICA CIR PARACHUTE
240718108004 41 ANGELICA CIR PARACHUTE
240718108005 35 ANGELICA CIR PARACHUTE
240718108006 39 ANGELICA CIR PARACHUTE
240718109001 81 ANGELICA CIR PARACHUTE
240718109002 87 ANGELICA CIR PARACHUTE
240718109003 83 ANGELICA CIR PARACHUTE
240718109004 89 ANGELICA CIR PARACHUTE
240718109005 85 ANGELICA CIR PARACHUTE
240718109006 91 ANGELICA CIR PARACHUTE
ROW Not available null
ROW Not available null
Owner Account Num
U S WEST COMMUNICATIONS, INC R490001
GRAND VALLEY FIRE PROTECTION DISTRICT R045260
GRAND VALLEY CEMETERY DISTRICT R470001
HURD PARACHUTE LLC R084049
BOARD OF COUNTY COMMISSIONERS GARFIELD COUNTY R400439
BMA WILLOW PARK LLC R470033
VALLEY VIEW VILLAGE HOMEOWNERS ASSOCIATION R040979
DARTER LLC R040980
VALLEY VIEW VILLAGE HOMEOWNERS ASSOCIATION R040981
VALLEY VIEW VILLAGE HOMEOWNERS ASSOCIATION R040982
VALLEY VIEW VILLAGE HOMEOWNERS ASSOCIATION R040983
VALLEY VIEW VILLAGE HOMEOWNERS ASSOCIATION R043097
HARLAN, RANDY G & KARLA K R041922
HARLAN, RANDY G & KARLA K R041923
KROEKER, CAROLE DAWN R041924
KROEKER, CAROLE DAWN R041925
WINN, MARTIN W R042061
ALVIR, JERRY R042062
REINERS, MERLE E R042063
REINERS, MERLIN R042064
PAVLIN, STEVE R & DIANE J R042823
J&J CAL LLC R042824
PAVLIN, STEVE R & DIANE J R042825
VIRAMONTES, MIGUEL GONZALEZ & GONZALEZ, CARMEN DEISY R042826
DITTMAR, DWIGHT R042827
WORLD PROPERTIES LLC R042828
BARR, RAYMOND R044168
KOZUCH, MARK D R044169
BARR, RAYMOND R044170
KRAKE, PAMELA KAYE & KEITH LAWRENCE R044171
KOZUCH, MARK D R044172
FALK, DANIEL T JR & ANNA M R044173
Mailing Address
6300 S SYRACUSE WAY, SUITE 700 ENGLEWOOD, CO 80111-6727
124 STONE QUARRY ROAD PARACHUTE, CO 81635
PO BOX 103 PARACHUTE, CO 81635-0103
2000 FULLER ROAD WEST DES MOINES, IA 50265
108 8TH STREET, SUITE 213 GLENWOOD SPRINGS, CO 81601-3363
2550 TELEGRAPH ROAD, SUITE 200 BLOOMFIELD HILLS, MI 48302
786 VALLEY COURT GRAND JUNCTION, CO 81505
518 28 RD STE A202 GRAND JUNCTION, CO 81501
786 VALLEY COURT GRAND JUNCTION, CO 81505
786 VALLEY COURT GRAND JUNCTION, CO 81505
786 VALLEY COURT GRAND JUNCTION, CO 81505
786 VALLEY COURT GRAND JUNCTION, CO 81505
PO BOX 712 SILT, CO 81652
PO BOX 712 SILT, CO 81652
479 MESA VIEW WAY GOLDEN, CO 80403
479 MESA VIEW WAY GOLDEN, CO 80403
PO BOX 141 GLENWOOD SPRINGS, CO 81602-0141
421 29 1/2 ROAD GRAND JUNCTION, CO 81504-6439
3455 F ROAD CLIFTON, CO 81520
3455 F ROAD CLIFTON, CO 81520
PO BOX 1003 CARBONDALE, CO 81623
2226 VILLAGE COURT GRAND JUNCTION, CO 81507
PO BOX 1003 CARBONDALE, CO 81623
858 UTE CIRCLE NEW CASTLE, CO 81647
35 ANGELICA CIRCLE UNIT 2C PARACHUTE, CO 81635
362 MAIN STREET SUITE B GRAND JUNCTION, CO 81501
81 ANGELICA CIRCLE PARACHUTE, CO 81635
16654 US HIGHWAY 41 #3A SPRING HILL, FL 34610-3734
81 ANGELICA CIRCLE PARACHUTE, CO 81635
1164 BARRINGTON AVENUE ROSAMOND, CA 93560
345 LESLIE DRIVE HALLANDALE, FL 33009-7310
91 ANGELICA CIRCLE PARACHUTE, CO 81635
PJ Consulting
Land Development Consulting
2206 Crestline Ct., Grand Junction, CO 81507
Paul Johnson: 970-210-5555
Will Serve Letters
Minor Subdivision of Lot 47 of the Valley View Village Subdivision
Electrical Service:
Electricity is provided by Holy Cross Energy of Glenwood Springs. We are working with
their engineer, Kenton Berner, 970-947-5497, kberner@holycross.com. Per Kenton, Holy
Cross will be providing a line extension from the electrical vault on the northwest corner
of Lot 47. This extension will service both Lot47B and later, Lot 47A when it is developed.
Water and Sanitary Sewer:
Water and wastewater treatment are provided by the Battlement Mesa Metropolitan
District: contact Steve Rippy. Mr. Rippy has assessed the cost of our water and sanitary
sewer taps for the project. Mr. Rippey confirmed to me in an email that the BMMD has
capacity to serve the Dollar General project:
RE: BMMD - Tap Fee Calculations
SR
Steve Rippy <srippy@bmmetro.com>
Reply|
Yesterday, 4:14 PM
'Paul Johnson' (pj88@outlook.com)
You replied on 5/15/2018 4:34 PM.
Hi Paul,
The Battlement Mesa Metropolitan District has adequate water and sewer service capacity to serve the Dollar
General Store and will provide service to the property.
Steve Rippy
District Manager
Battlement Mesa Metropolitan District
srippy@bmmetro.com
970.285.9050
From: Paul Johnson [mailto:pj88@outlook.com]
Sent: Tuesday, May 15, 2018 4:06 PM
To: Steve Rippy
Subject: Re: BMMD - Tap Fee Calculations
Hi Steve,
Garfield County Planning needs a will serve confirmation for the parcel we are putting the Dollar
General store on, the parcel you quoted me on the costs of sewer and water taps. Would you please
email me back with a confirmation that the Battlement Mesa Metropolitan District has capacity to
offer and provide water and sewer taps for the following:
Parcel #: 2407-181-02-002
Practical location: Adjacent to Stone Quarry Road, County Road 300, south of its
intersection with West Battlement Parkway, County Road 300W, in the Battlement Mesa
P.U.D, and also known as Lot 47 of the Valley View Village Subdivision.
Thanks much!
Paul Johnson
PJ Consulting
2206 Crestline Ct., Grand Junction, CO 81507
970-210-5555
pj88@outlook.com
From: Steve Rippy <srippy@bmmetro.com>
Sent: Friday, September 1, 2017 10:57 AM
To: pj88@outlook.com
Subject: BMMD - Tap Fee Calculations
Hi Paul,
The Battlement Mesa Metropolitan District regulations identify an EQR of 0.35 per 1,000 square feet
of commercial space for retail business. A building of 9,000 sq. ft. would equate to 9 x 0.35 or 3.15
EQR’s.
The combined water and sewer tap fee is $9,000 per EQR, therefore the tap fee associated with the
Dollar General Store would be $28,350.
Feel free to contact me with any questions.
Steve Rippy
District Manager
Battlement Mesa Metropolitan District
srippy@bmmetro.com
970.285.9050
PJ Consulting
Land Development Consulting
2206 Crestline Ct., Grand Junction, CO 81507
Paul Johnson: Office: 970-242-2947 Cell: 970-210-5555
Responses to the Minor Subdivision Review Criteria contained in Section 5-301
A. Overview. 1. A Minor Subdivision is any Subdivision that:
a. Creates no more than 3 parcels. We have 2 parcels;
b. Is served by a private well or wells, or a Water Supply Entity; We will be served by the
Battlement Mesa Metropolitan District per Steve Rippy. Mr. Rippy has assessed the water
and sewer tap fee amounts for our project.
c. Does not require the extension, construction, or improvement of a County right-of-way.
We are accessing the parcel via a simple entrance from Stone Quarry Road.
2. A parcel may be eligible to use the Minor Subdivision process once so long as it is not
evading the Major Subdivision process or would result in a de facto Major Subdivision
through the combination of previous contiguous Minor Subdivisions as determined by the
Director. An appeal of this determination shall be processed as an Administrative
Interpretation Appeal. Understood
3. Further divisions of the lots created through the Minor Subdivision process shall be
processed as Major Subdivisions. Understood 4. Use of the Minor Subdivision process
does not prevent the subsequent use of a RLDE pursuant to section 5-203. Understood
B. Review Process. A Minor Subdivision application shall be reviewed pursuant to section
4-103, Administrative Review, and consistent with Table 5-103. Understood
C. Review Criteria.
In considering a Minor Subdivision application, the application shall demonstrate the
following:
1. It complies with the requirements of the applicable zone district Zoning was
established by Garfield County Resolution No. 2006-58, wherein it establishes
“Uses by right: Retail establishments not exceeding 15,000 square feet of building
area for each principal use”and this Code, including Standards in Article 7,
Divisions 1, 2, 3 and 4.
We are conforming, in our development, to the detailed standards set forth in
Article 7, Divisions 1, 2, 3 and 4. The material herein and also provided by our
engineer establishes our compliance.
2. It is in general conformance with the Comprehensive Plan. We are in conformance with
the Comprehensive Plan
3. Shows satisfactory evidence of a legal, physical, adequate, and dependable water
supply for each lot. Water and wastewater treatment are provided by the Battlement Mesa
Metropolitan District: contact Steve Rippy. Mr. Rippy has assessed the water and sewer
tap fee amounts for our project.
4. Satisfactory evidence of adequate and legal access has been provided. Please refer to
our attached engineer’s plans.
5. Any necessary easements including, but not limited to, drainage, irrigation, utility,
road, and water service have been obtained. Please refer to our attached engineer’s
plans.
6. The proposed Subdivision has the ability to provide an adequate sewage disposal
system. Water and wastewater treatment are provided by the Battlement Mesa
Metropolitan District: contact Steve Rippy. Mr. Rippy has assessed the water and sewer
tap fee amounts for our project.
7. Hazards identified on the property such as, but not limited to, fire, flood, steep slopes,
rockfall and poor soils, shall be mitigated, to the extent practicable. Understood and will
comply.
8. Information on the estimated probable construction costs and proposed method of
financing for roads, water distribution systems, collection systems, storm drainage
facilities and other such utilities have been provided. These will be provided with our
application for a building permit.
9. All taxes applicable to the land have been paid, as certified by the County Treasurer’s
Office. Certification attached.
10. All fees, including road impact and school land dedication fees, shall be paid. We will
pay all of the applicable fees.
11. The Final Plat meets the requirements per section 5-402.F., Final Plat. The Final Plat
will meet these requirements.
13461A552ADDRESS #13461A552ADDRESS #13461A552ADDRESS #13461A552ADDRESS #SCALE:1/8"=1'-0"FRONT ELEVATION1A021SIGN FURNISHED AND INSTALLED BY DOLLAR GENERAL CORP.WITH CIRCUIT AS NOTED ON ELECTRICAL PLAN. SIGN TO BECENTERED ON FRONT OF BUILDING. CONTRACTOR IS TOPROVIDE ADEQUATE BLOCKING AS REQUIRED BY SIGNMANUFACTURER TO SUPPORT SIGN WEIGHT OF UP TO 1,400LBS. EXTERIOR CANOPY SIGN SHALL BE SUPPORTED BY THEFACE OF THE CANOPY. COORDINATE THE PROPER SIGNAGETO BE USED WITH DOLLAR GENERAL.NOT USED.FLOOD LIGHT 16'-6" A.F.F. AT CENTERLINE OF CONNECTION TOWALL. REFER TO ELEC. DRAWINGS FOR ADDITIONAL INFO.FLOOD LIGHT 12'-0" A.F.F. TO TOP OF WALL PACK. REFER TOELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.WALL PACK AT 12'-0" A.F.F. REFER TO ELECTRICAL DRAWINGSFOR ADDITIONAL INFORMATION.NOT USED.TRIM - SEE EXTERIOR FINISH SCHEDULE FOR COLOR.GUTTER AND DOWNSPOUT - SEE EXTERIOR FINISH SCHEDULEFOR COLOR.STANDING SEAM METAL ROOF. GALVALUME FINISH.PRE-FINISHED METAL WALL PANELS, REVERSE RIB PROFILE.COLOR TO BE DARK BRONZE OR SIMILAR AS PROVIDED BYPRE-ENGINEERED METAL BUILDING MANUFACTURER. IFALTERNATE MATIERLA IS REQUIRED, PAINT OR MATCHSHERWIN WILLIAMS "VAN DYKE BROWN" WHERE ALLOWED BYAHJ.PRE-FINISHED METAL WALL PANELS. PROVIDE TAMPER-RESISTANT FASTENERS FOR BOTTOM 8'-0". COLOR TO BE"LIGHT STONE". IF ALTERNATE IS REQUIRED, COLOR TO BE SW7037 "BALANCED BEIGE".VENT FOR BATHROOM EXHAUST. REFER TO M01 FORADDITIONAL INFORMATION.DOOR BUZZER. REFER TO E01 FOR ADDITIONAL INFORMATION.NOT USED.HVAC UNITS MOUNTED ON ROOF. REFER TO MECHANICALSHEET M1 FOR MORE INFORMATION.MINIMUM EAVE HEIGHT IS 14'-0" A.F.F.OUTSIDE AIR TEMP. SENSOR MOUNTED OVER RECEIVINGDOORS @ 8'-0" A.F.F.ELEVATION KEYED NOTES2345678910111213141516171819IN NORTHERN CLIMATES, PROVIDE SNOW GUARDS ON ROOFPER LOCAL CODE.20FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF6" BELOW FINISHED FLOOR AT ALL NON PAVED AREAS.METAL CANOPY BY PRE-ENGINEERED METAL BUILDINGMANUFACTURER. (ONLY APPLICABLE TO C & D PROTOTYPES)218" SPLIT FACE CONCRETE MASONRY UNIT. PAINT TO MATCHSIDE WALL PANELS.1/2" DIAMETER x 6" LONG STAINLESS STEEL EYE BOLTS(CLOSED) WITH 1" DIAMETER OPENINGS. DRILL AND EPOXYINTO BLOCK WALL. 4 BOLTS TO BE LOCATED AS SHOWN EACHSIDE OF ENTRY, TOTAL OF 8 BOLTS.22SCALE:1/8"=1'-0"FRONT ELEVATION2A02DOLLAR GENERAL DORSEY DEVELOPMENT, INC.A2FOR APPROVALSCALE:1/8"=1'-0"FRONT ELEVATION3A02SCALE:1/8"=1'-0"FRONT ELEVATION4A02
LANDSCAPE LEGEND
SHADE TREE
EVERGREEN TREE
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
PERENNIALS/ORNAMENTAL
GRASSES
SHRUB BED WITH
CONCRETE EDGER
NATIVE SEED WITH
CONCRETE EDGER
BOULDERS
0 20 40 60
NORTH
DECORATIVE BOULDER PLACEMENT
NOT TO SCALE
B
L-1
FABRIC AROUND
ROCK
MULCH
3" TRENCH
BACKFILL
BURIED
FABRIC EDGE
TURF OR
HARDSCAPE
AMENDED TOPSOIL
CENTER OF SHRUB BED FINISHED GRADE SHALL BE A
MINIMUM OF 6" HIGHER THAN TOP OF CURB.
MULCH
CONTRACTOR TO PROVIDE 2" DEEP X 6" WIDE
DEPRESSION TO KEY IN FABRIC & MULCH.
CONCRETE EDGER, CURB OR SIDEWALK
GRASS (IF APPLICABLE)
AMENDED SOIL
WEED CONTROL
FABRIC
AMENDED SOIL
NOTES: EDGER OCCURS WHERE INDICATED ON PLAN. ALL
CURVES TO BE SMOOTH IN TRANSITION, ALL CORNERS TO BE
SQUARE. TOP OF EDGER TO BE SAME AS ADJACENT FINISHED
GRADE.
SHRUB BED DETAIL
NOT TO SCALE
C
L-1
DECIDUOUS (OPPOSITE SIDE SAME)EVERGREEN (OPPOSITE SIDE SAME)
3. SPRAY DECIDUOUS TREE TRUNK WITH INSECTICIDE.
WRAP WITH 4'' TREE WRAP FROM BOTTOM UP TO
SECOND BRANCH. TAPE IN MIN. 3 PLACES.
NOTES:
1. ALL BEDS SHALL BE PITCHED TO DRAIN AT 3% MIN.
2. ALL BEDS TO RECEIVE WEED CONTROL FABRIC ON
FINISHED GRADE UNDER MULCH UNLESS OTHERWISE
NOTED.
NOT TO SCALE
PLANTING DETAILA
L-1
FASTEN 12 GA. WIRE THROUGH 1''
MIN. WIDTH NYLON STRAP AROUND
TRUNK TO POST AND TWIST TO
REMOVE SLACK
BALL 2-4'' ABOVE FINISHED
GRADE. LOCATE MAJOR ROOTS
TO DETERMINE TOP OF ACTUAL
ROOT BALL, TRUNK FLARE TO BE
VISIBLE
6'' STEEL 'T' POST EACH SIDE
@ 180 DEG., BLADE ON TREE
SIDE SHRUBS,
PERENNIALS:
PLANTED AT OR 2''
ABOVE FINISHED
GRADE
BALL DIA. X 2
MULCH DEPTH AND TYPE AS
NOTED ON PLANS EXCEPT
OVER ROOT BALL. MULCH
OVER ROOT BALL TO BE NO
MORE THAN 1" THICK. HOLD
ALL MULCH AWAY FROM
TRUNK STEMS BY 1"
BALL DIA. X 2
4. BACKFILL MIX:
1/3 SOIL AMENDMENT
2/3 SOIL FROM PIT
INCORPORATE BIOSOL PLANTERS MIX, OR A
MIX OF 50 LBS BIOSOL, 10 LBS HUMATE, 1
LB ALL PURPOSE MYCORRHIZAE AT THE
FOLLOWING RATES:
1/2 CUP PER 1 GAL PERENNIAL
1 CUP PER 5 GAL SHRUB
2 CUPS PER 2'' CALIPER TREE
MIX THOROUGHLY PRIOR TO BACKFILLING.
CONTRACTOR TO PROVIDE AND INSTALL
PLANT FERTILIZER TABLETS HAVING AN NPK
ANALYSIS OF 20-10-5. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS.
30'' STAKE DRIVEN FLUSH. 12 GA.
WIRE FROM STAKE TO 1'' MIN.
NYLON STRAP AROUND TRUNK
PREPARED BACKFILL,
SEE NOTE #4
BURY 1/3 TO 2/3 OF
BOULDER, BELOW NATURAL
"SPRING LINE" OF ROCK
5 galJuniperus horizontalis 'Blue Chip'Blue Chip JuniperBCJ 2-3'
1-1.5'Juniperus horizontalis 'Andorra'5 gal
Evergreen Shrubs
Andorra JuniperANJ
5 gal
Size
5 gal
Prunus besseyi
Scientific Name
Chamaebatiaria millefolium
Fallugia paradoxa
Foresteria neo-mexicana
FNB Fern Bush
WSC
APP
NMP
Apache Plume
Western Sand Cherry
New Mexico Privet
35-60'2 1/2"
25-40'Acer negundo 'Sensation'2 1/2"
One Seed JuniperOSJ Juniperus monosperma 6'15-25'
Pinon PinePPN Pinus cembroides edulis 6'10-20'
BMS Blue Mist Spiraea Caryopteris incana 3-5'5 gal
Rhus aromatica 'Gro-Low'5 galGro-low SumacGLS
5 gal
3-6'
4-7'
1.5-2.5'
1-2'
5 gal
5-7'
Pawnee Buttes Sand CherryPBC Prunus besseyi 'Pawnee Buttes'
5 gal
0
0
0
0
0
0
0
0
0
0
0
Evergreen Trees
Deciduous Shrubs
Deciduous Trees
SBE Sensation Box Elder0
Common Name Mature
Height
PLANT LIST
5 galPerovskia 'Little Spires'Little Spires Russian SageLRS0 2-3'
5 gal 3-5'
35-60'Zelkova serrata 'Green Vase'2 1/2"GVZ Green Vase Zelkova0
Celtis occidentalis HBY Hackberry0
Qty Code
Schizachyrium scoparium 'Blaze'1 galBlaze Little Bluestem GrassBLB0
Ornamental Grasses
BBG Blond Ambition Blue Grama Grass0 Bouteloua gracilis 'Blond Ambition'1 gal
FRG Feather Reed Grass0 Calamagrostis x acutiflora 'Karl Foerster'1 gal 4-5'
3-4'
2-3'
SEED AT 1 LB/1000 SF IN
IRRIGATED AREAS
SIDE OATS GRAMMA
BOUTELOUA GRACILISBLUE GRAMMA
SAND DROPSEED SPOROBOLUS CRYPTANDRUS 2%
3%
10%
NATIVE SEED MIX
20%
20%
HILARIA JAMESIIGALLETA GRASS
HARD FESCUE FESTUCA OVINA 'DURAR'
30%WESTERN WHEATGRASS AGROPYRON SMITHII 'ARRIBA'
SHEEP FESCUE FESTUCA OVINA 'COVAR'15%
BOUTELOUA CURTIPENDULA
COMMON
NAME
SCIENTIFIC
NAME
% OF MIX
BY QTY
PLANTING NOTES
1.CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2.ALL LANDSCAPING AND IRRIGATION TO CONFORM TO CURRENT ASSOCIATED LANDSCAPE CONTRACTORS OF
COLORADO STANDARDS AND SPECIFICATIONS.
3.ALL SHRUB BEDS ARE TO RECEIVE SOIL AMENDMENT. SHRUB BEDS TO RECEIVE WEED FABRIC AND 3 INCH DEPTH OF
MULCH.
4.SOIL AMENDMENT IS TO CONSIST OF 50% GROUND WELL-AGED MANURE, 50% FINELY GROUND AND AGED WOOD
CHIPS.
5.WEED FABRIC IS TO BE 3.5 OZ. SPINBOND, PERMEABLE MATERIAL BY LANDMASTER, OR EQUAL. WEED FABRIC IS TO
OVERLAP 6 INCHES AT SEAMS WITH NO GAPS AT EDGES. FABRIC IS TO BE PINNED IN PLACE WITH SOD STAPLE 5' ON
CENTER AND IN ALL CORNERS.
6.SHRUBS AND TREES ARE TO SPACED AS SCALED FROM THE PLANTING PLAN.
7.MULCH FOR SHRUB BEDS SHALL BE 3/4'' TAN GRANITE. MULCH SHALL BE FREE OF TRASH, STICKS, ROOTS OR OTHER
DEBRIS.
NOTE:
STATE LAW REQUIRES THESE PLANS TO BE PREPARED AND STAMPED BY A LICENSED LANDSCAPE ARCHITECT.
SUBSEQUENTLY, ANY CHANGES OR MODIFICATIONS TO THESE PLANS, INCLUDING BUT NOT LIMITED TO LANDSCAPE
MATERIAL SUBSTITUTIONS AND/OR RELOCATIONS, MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
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S:\Projects\2018 job numbers\1805 Dollar General\1805 2-13-18.dwg, 2/20/2018 12:00:25 PM