HomeMy WebLinkAbout1.0 ApplicationTable of Contents
Submittal Requirements
Please refer directly to Table 4-201 and the list of General Application Materials
in section 4-203. These application materials are generally summarized below:
A. Application Form
B. General project description
C. Ownership Documentation (deed) and title information indicating if there are any
lien holders and/or encumbrances (a title commitment may be necessary).
D. Statement of Authority or Letter of Authorization, as necessary
E. Fee Payment and Payment Agreement Form
F. Pre -Application Conference Summary
G. Names and addresses of all property owners within 200 feet of project site and all
mineral owners of the subject parcels (demonstrated through a search of Clerk and
Recorders database and/or Assessors database).
H. Vicinity Map
I. Improvements Agreement (may be waived upon request).
J. Site Plan
K. Grading and Drainage Plan demonstrating positive drainage off the site.
L. Landscape Plan demonstrating current landscaping on the property and any
proposed landscaping.
M. Impact Analysis -Please respond to the identified impacts in Section 4-203(G).
N. Can and Will Serve letters from the City of Glenwood Springs Water and the
West Glenwood Sanitation District.
O. Code, Covenants, Restrictions (may be waived upon request).
P. Respond to Standards fully described in Article 7, Divisions 1-3 ()see Attached)
Q. Statement of conformance with Section 7-107, Access and Roadways
(Specifically conformance with Table 7-107 for driveway from County roadway
to proposed ADU)
Application Form
►` Garfield County
Building and Planning Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.earfieid-countv.com
LAND USE CHANGE PERMIT
APPLICATION FORM
TYPE
F APPLICATION
Administrative Review
•
Location and Extent Review
•
Limited Impact Review
j
•
Development in Floodplain
•
Major Impact Review
•
Designation of Flood Fringe/Floodway
•
Amendments to an Approved LUCP
•
Rezoning
III UR ■MIR El SUP
•
Minor Temporary Housing Facility
•
PUD Zoning
•
Vacation of a County Road/Public ROW
•
Land Use Code Text Amendment
•
Pipeline Development
!
❑
Appeal of Administrative Interpretation
•
Comprehensive Plan Amendment, Minor
j
■
1041 Regulations
•
Comprehensive Plan Amendment, Major
6
•
Variance
INVOLVED PARTIES
Owner/Applicant y�
Name: PCh / v ��� t�t.� t Phone: (7Q 7)4_1E5_120
Mailing Address: �(-551.?-5 1/47911- -5A6tek c -i
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City: ` rn%.1 450 (/ j(� S State: CO Zip Code: [J C &2 ( 1
E-mail: ro b if N$`tQ r= r n'1 I `n jJ d se r L nt8 Led fr1
Representative (Authorization Required)
Name: PIA r f-+
Mailing
/Adddress: %� [ C / r •t . S
City: (7 /er l` !%(1y
E-mail:
Phone: (
State:Cep Zip Code: -237G 0
PROJECT NAME AND LOCATION
Project Name:
Assessor's Parcel Number: 9 L 6 9 3 (/3= 0_
Physical/Street Address: 0-5
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Legal Description:
Zone District: /.? 0 Property Size (acres):
Project Description f 0 U"
Existing Use: ��e-
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Proposed Use (From Use Table 3-503):
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REQUEST FOR WAIVERS
Submission Requirements
❑ The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: Section:
Section: Section:
Waiver of Standards
0 The Applicant is requesting a Waiver of Standards pejction 4-117. List:
"'' !.%l war r- Section:
Section:
Section:
1 have read the statements above and have provided the required attached information which is
correct and accurate to the best of my knowledge.
o7,2„,// 47(
Date
OFFICIAL USE ONLY
File Number: _,__-____ Fee Paid: $
General project description
7 1,64
77-4r u
-2 -477026 ,e„
Robyn Starr
0425 Mt Shadows Dr
Glenwood Springs, CO 81601
970-945-4854 970-947-9272 fax
Garfield County
Community Development Department
108 8th St suite 401
Glenwood Springs, CO 81601
970-945-8212
Oct. 22, 2014
I intend to build a single family additional dwelling unit on the back half of my property
in west Glenwood Springs, CO. It is located in the southeast quarter of the southwest half
of section 34. The house is a prefabricated log chalet that has three bedrooms and two
bathrooms over a square foot area of 1500 feet. The log chalet will be placed upon a two
car garage foundation with the front of the house facing northwest.
The grounds around the home will be landscaped to match my existing yard with gardens
on the boarders and grass with a sprinkler system in the area around the house. The grass
area is small and begins at the end of a driveway that is right next to the west side of the
house. The driveway runs up to the middle of the house to allow me to unload on the
upper floor at the back door where there is a utility room with a pantry for easy access.
He garage will be used when the weather is poor with stairs that provide access to the
upper living quarters of the home.
This project is an effort to make my living easier and as I am disabled and need to
downsize. If you need further information please contact me, thank you for your
consideration.
Since ely,
Robyn Starr
Ownership Documentation (deed) and title information indicating if there are any lien
holders and/or encumbrances (a title commitment may be necessary).
111113 1111100
697148 05/03/2006 02:05P 61795 P698
1 of 22 R 111.00 0 0.00 GARFIELD COUNTY CO
Return To: LOAN # 6052500045
FL9-700-01-01
JACKSONVILLE POST CLOSING
BANK OF AMERICA
9000 SOUTHSIDE BLVD.
BLDG 700, FILE RECEIPT DEPT.
JACKSONVILLE, FL 32256
Prepared By: KIMBERLY CAGE
BANK OF AMERICA, N.A.
1201 MAIN STREET, 7TH FLOOR
DALLAS, TX 752020000
[Space Above This Line For Recording Data]
DEED OF TRUST
LOAN # 6052500045
DEFINITIONS
Words used in multiple sections of this document are defined below and other words are defined in
Sections 3, 11, 13, 18, 20 and 21. Certain rules regarding the usage of words used in this document
are also provided in Section 16.
(A) "Security Instrument" means this document, which is dated APR I L 28 , 2006
together with all Riders to this document.
(B) "Borrower" is ROBYN S_ STARR, A SINGLE WOMAN
Borrower is the trustor under this Security Instrument.
(C)"Lender"is BANK OF AMERICA, N.A.
Lender isa NATIONAL BANKING ASSOCIATION
organized and existing under the laws of THE UNITED STATES OF AMER 1 CA
COLORADO— Single Family — Fannie Mae/Freddie Mac UNIFORM INSTRUMENT Form 3006 1/01
ezp,-6(cco,00.5)
Pax. 1 of 15
Initials:
VMP MORTGAGE FORMS - (800)521-7291
cv.0.28.6 2,56 .6052500. 11111111111111111
Statement of Authority or Letter of Authorization, as necessary
PURI 1
Original Note Returned to:
ROBYN S STARR,
WHEN RECORDED RETURN TO: 425 Mountain Shadow Dr, Glenwood Springs, CO 81601
Prepared/Received by: Shemika Withers
REQUEST FOR FULL Ei 1 PARTIAL 0
RELEASE OF DEED OF TRUST AND RELEASE BY OWNER OF INDEBTEDNESS WITHOUT PRODUCTION OF EVIDENCE OF DEBT PURSUANT TO
§38.39-102 (1) (a) AND (3), COLORADO REVISED STATUTES.
03-30-2010 Date
ROBYN S STARR Original Grantor (Borrower)
425 MOUNTAIN SHADOWS DR GLENWOOD SPRINGS, CO 81601 Current Address of Original Grantor,
o Check here if current address is unknown Assuming Party, or Current Owner
Bank of America, N.A. Original Beneficiary (Lender)
04/28/2006 Date of Deed of Trust
05/03/2006 Date of Recording and/or Re -Recording of Deed of Trust
Reception No. and/or Film No:697148, Book: 1795, Page: 698 Recording Information
GARFIELD
County Rcpt. No. and/or Film No. and/or Book/Page No. and/or Torrens Reg. No.
TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY (The County of the Public Trustee who is the appropriate grantee to whom the above Deed of Trust
should grant an interest in the property described in that Deed of Trust.)
PLEASE EXECUTE AND RECORD A RELEASE OF THE DEED OF TRUST DESCRIBED ABOVE. The indebtedness secured by the Deed of Trust has
been fully or partially paid and/or the purpose of the Deed of Trust has been fully or partially satisfied in regard to the property encumbered by the Deed of Trust as
described therein as to a full release or, in the event of a partial release, only that portion of the real property described as:
(IF NO LEGAL DESCRIPTION IS LISTED THIS WILL BE DEEMED A FULL RELEASE.)
Pursuant to §38-39-102(3), Colorado Revised Statutes, in support of this Request for Release of Deed of Trust, the undersigned, as the owner of the evidence of
debt secured by the Deed of Trust described above, or a Title Insurance Company authorized to request the release of Deed of Trust pursuant to §38-39-102 (3)
(c), Colorado Revised Statutes, in lieu of the production or exhibition of the original evidence of debt with this Request for Release, certifies as follows:
1. The purpose of the Deed of Trust has been fully or partially satisfied.
2. The original evidence of debt is not being exhibited or produced herewith.
3. It is one of the following (check applicable box):
a. El The holder of the original evidence of debt that is a qualified holder, as specified in §38-39-102 (3) (a), Colorado Revised Statutes, that agrees that
it is obligated to indemnify the Public Trustee for any and all damages, costs, liabilities, and reasonable attomey fees incurred as a result of the action
of the Public Trustee taken in accordance with this Request for Release;
b. o The holder of the evidence of debt requesting the release of a Deed of Trust without producing or exhibiting the original evidence of debt that
delivers to the Public Trustee a Corporate Surety Bond as specified in §38-39-102 (3) (b), Colorado Revised Statutes; or
c. o A Title Insurance Company licensed and qualified in Colorado, as specified in §38-39-102 (3) (c), Colorado Revised Statutes, that agrees that it
is obligated to indemnify the Public Trustee pursuant to statute incurred as a result of the action of the Public Trustee taken in accordance with this
Request for Release and that has caused the indebtedness secured by the Deed of Trust to be satisfied in full, or in the case of a Partial Release, to
the extent required by the holder of the indebtedness.
Bank of America, N.A.
2595 W. Chandler Blvd., MS: AZ1-804-02-11, Chandler AZ 85224
-3-.--e-.e
chael Tarkingt ssistant Secretary Michael Teagu4&iStaflt Secretary
State of ARIZONA, County of MARICOPA
Th fore oing Requsst for Release was acknowledged before me on
1'—' (date) by * Michael Tarkington and Michael Teague, to me
known or proved to me by satisfactory evidence, who being by duly swom, did
depose and say; that they are the Assistant Secretary and Assistant Secretary of
Bank of America, N.A. , the corporation described in and which executed the
foregoing instrument; and that they affixed their signature thereto by order of the
board of directors of said corporation. Witness my hand and official seal.
11/3012013 Date Commission Expires
if applmble, insert ti'• of officer and name of corral oviner arid hoider Notary c-. ilona Dawidmicz
RELEASE OF DEED OF TRUST
WHEREAS, the Grantor(s) named above, by Deed of Trust, granted certain real property described in said Deed of Trust to the Public Trustee of the County
referenced above, in the State of Colorado, to be held in trust to secure the payment of the indebtedness referred to therein; and
WHEREAS, the indebtedness secured by the Deed of Trust has been fully or partially paid and/or the purpose of the Deed of Trust has been fully or partially
satisfied accordWto the written request of the holder of the evidence of debt or Title Insurance Company authorized to request thereleaseof Deed of Trust; —
NOW THEREFORE, in consideration of the premises and the payment of the statutory sum, receipt of which is hereby acknowledged, I, as the Public Trustee
in the County named above, do hereby fully and absolutely release, cancel and forever discharge the Deed of Trust or that portion of the real property described
above in the Deed of Trust, together with all privileges and appurtenances thereto belonging.
t`
- .::;,Q,‘'."; • - -1"`' ' - •
t -(k ez„-Lik_4(64__LeL—c-c,.
Public Trustee
(Notary seal)
ILONA OAWIDOWICZ
Notary public - ArizT
lvlaricoDa County
Corrartisilioll EY•Pires
NotieTriber 30, 2013
Executed on April 26, 2010
by Georgia Chamberlain
Public Trustee Garfield County, Colorado
Notarization not required per §38-38-106 C.R.S.
' (Public Trustee's seal)
Deputy Public Trustee
iI Description as Required by (38-35-106.5, Colorado Revised Statutes)
(If applicable: Notary seal)
•
Fee Payment and Payment Agreement Form
Garfield County
PAYMENT AGREEMENT FORM
GARFIELD COUNTY ("COUNTY") and Property Owner ("APPLICANT")
agree as follows:
1. The Applicant has submitted to the County an application for the following Project:
2. The Applicant understands and agrees that Garfield County Resolution No. 98-09, as
amended, establishes a fee schedule for each type application, and the guidelines for the
administration of the fee structure.
3. The Applicant and the County agree that because of the size, nature or scope of the
proposed project, it is not possible at this time to ascertain the full extent of the costs
involved in processing the application. The Applicant agrees to make payment of the Base
Fee, established for the Project, and to thereafter permit additional costs to be billed to the
Applicant. The Applicant agrees to make additional payments upon notification by the
County, when they are necessary, as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary by the Board of County Commissioners for the
consideration of an application or additional County staff time or expense not covered by
the Base Fee. If actual recorded costs exceed the initial Base Fee, the Applicant shall pay
additional billings to the County to reimburse the County for the processing of the Project.
The Applicant acknowledges that all billing shall be paid prior to the final consideration by
the County of any Land Use Change or Division of Land.
hereby agree to pay all fees related to this application: ? 80
Billing Contact Person: / Phone: OM 6/3 �3J
Billing Contact Address: Q — L5 17t�M� i� ll 8/6)6
/ /
City: State: ev Zip Code: CO6
Billing Contact Email: rabY�.s'�iG�k,f- !i` 41 //wise vt10',('QOM
Printed Name of Person Authorized to Sign:
vd 676L in4-1
/6/4
(Signature) (Date
Pre -Application Conference Summary
Garfield County
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-count_y.com
PRE -APPLICATION
CONFERENCE SUMMARY
TAX PARCEL NUMBER: 211934300005
PROJECT: Starr - Accessory Dwelling Unit
OWNERS/APPLICANT: Robyn Starr
REPRESENTATIVE: Robyn Starr
PRACTICAL LOCATION: 425 Mountain Shadows Drive
ZONING: Residential Urban
TYPE OF APPLICATION: Accessory Dwelling Unit
DATE: May 21, 2014
I. GENERAL PROJECT DESCRIPTION
The applicant is requesting a permit for an Accessory Dwelling Unit (ADU) on a 0.56 acre parcel
located within the Residential Urban (RU) zone district. It is understood that the property is
currently served by City of Glenwood Springs Water and the West Glenwood Sanitation District. In
accordance with Section 7-701(D)(2), "for lots in zone districts with a minimum lot size of less than
2 acres, the minimum lot size is twice the minimum required lot size." The RU zone district has a
minimum lot size of 7,500 square feet meaning the minimum lot size required for an ADU in the RU
zone district is 15,000 square feet. The applicant's lot is 25,264 square feet. An ADU in this zone
district would be limited to 1500 square feet per 7-701(A). This property is located within the City
of Glenwood Springs urban growth boundary and as a result, Garfield County defers to the City's
Comprehensive Plan for guidance. The City of Glenwood Springs Comprehensive Plan identifies this
area as Single Family Residential and defines this designation as follows:
The Single-family Residential land use is comprised primarily of single-family
detached homes and duplexes on a variety of lot sizes, Accessory dwelling units
and home occupations may be permitted with additional review. Institutional
uses such as churches, schools, parks and trails are also allowed.
1
To this end, it appears that an ADU on the subject property would be compliant with the applicable
Comprehensive Plan and the Garfield County Land Use and Development Code (LUDC) provided
that legal and adequate water and sewer can be demonstrated and the ADU is 1500 square feet or
smaller.
The Applicant will need to provide letters from the City of Glenwood Springs Water and the West
Glenwood Sanitation District indicating that those entities can and will serve the proposed
development.
II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
• Garfield County Comprehensive Plan 2030
• City of Glenwood Springs Comprehensive Plan (Designated as Single Family)
• Garfield County Land Use and Development Code, effective July 15, 2013
• Accessory Dwelling Unit (7-701), following Administrative Review (Section 4-103)
• Table 4-102, Common Review Procedures and Required Notice;
• Table 4-201, Application Submittal Requirements
III. REVIEW PROCESS
• The review process shall follow the steps as contained in Table 4-102 and Section 4-103,
Administrative Review.
SUBMITTAL REQUIREMENTS
Please refer directly to Table 4-201 and the list of General Application Materials in section 4-203.
These application materials are generally summarized below:
■ Application Form
■ General project description
■ Ownership Documentation (deed) and title information indicating if there are any lien
holders and/or encumbrances (a title commitment may be necessary)
■ Statement of Authority or Letter of Authorization, as necessary
■ Fee Payment and Payment Agreement Form
■ Pre -Application Conference Summary
■ Names and addresses of all property owners within 200 feet of project site and all
mineral owners of the subject parcels (demonstrated through a search of Clerk and
Recorders database and/or Assessors database).
■ Vicinity Map
■ Improvements Agreement (may be waived upon request)
■ Site Plan
■ Grading and Drainage Plan demonstrating positive drainage off the site
■ Landscape Plan demonstrating current landscaping on the property and any proposed
landscaping
■ Impact Analysis — Please respond to the identified impacts in Section 4-203(G)
■ Can and Will Serve letters from the City of Glenwood Springs Water and the West
Glenwood Sanitation District
2
■ Code, Covenants, Restrictions (may be waived upon request)
■ Respond to Standards fully described in Article 7, Divisions 1-3 (See attached)
■ Statement of conformance with Section 7-107, Access and Roadways (Specifically
conformance with Table 7-107 for driveway from County roadway to proposed ADU)
Submit three paper copies and one CD for applications. Additional copies will be requested
upon determination of completeness. See the land use code for additional information on
submittal requirements.
IV. APPLICATION REVIEW
a. Review by: Staff for completeness recommendation and referral agencies for
additional technical review
b. Public Hearing:
c. Referral Agencies:
X None (Director's Decision)
_Planning Commission
_ Board of County Commissioners
_ Board of Adjustment
May include Garfield County Road and Bridge Department, Fire
Protection District, City of Glenwood Springs, appropriate HOA,
Garfield County Designated Engineer, and State of Colorado, and West
Glenwood Sanitation District.
V. APPLICATION REVIEW FEES
a. Planning Review Fees:
b. Referral Agency Fees:
c. Total Deposit:
$ 250.00
$ TBD — consulting engineer/civil engineer fees
$ 250.00 (additional hours are billed at $40.50 /hour)
General Application Processing
Planner reviews case for completeness and sends to referral agencies for comments. The case
planner contacts applicant and sets up a site visit. Staff reviews application to determine if it meets
standards of review and makes a recommendation of approval, approval with conditions, or denial to
the Director of the Community Development Department. The Director's decision is subject to a 10 -
day call-up period. The pre -application meeting summary is only valid for six (6) months from the
date of the written summary.
Disclaimer
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
3
representations that may or may not be accurate. This summary does not create a legal or vested
right.
Pre -application Summary Prepared by:
David Pesnichak, Lnior Planner
Gf
4
F v7 �� / ? c( y
Date
Names and addresses of all property owners within 200 feet of project site and all
mineral owners of the subject parcels (demonstrated through a search of Clerk and
Recorders database and/or Assessors database).
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'Account Number
211934318003
1211934310001
211934310002
211934310002
211934319022
211934319022
211934316001
211934316001
211934319023
211934300006
211934317004
211934318004
211934301009
211934316005
211934318001
211934300002
211934316002
211934317006
211934317006
211934317001
211934317005
211934317005
211934316008
211934316008
211934316008
211934316008
211934316008
211934316008'
2119343160081
211934316006
211934316006
211934316008,
211934317002
211934317003
211934317003
211934300005
211934300005
211934318006
ParcelNo
BURLEIGH, SUSAN L
TOWEY, THOMAS J & POLLY S
CUTRIGHT, JENNIFER & DON
CUTRIGHT, JENNIFER & DON
FULLER, SALLY M & ROBERT N
FULLER, SALLY M & ROBERT N
OGLESBY, KSANA KYD & MANSEL B
OGLESBY, KSANA KYD & MANSEL B
MITCHELL CREEK HOMEOWNERS ASSOC
LSC NORTHWEST COLORADO LLC
LUBCHENCO, RUTH E
EHLERS, JEFFREY H & STACY R
KUCERA, JAMES L & NICHOLS, LORRA
JEPSEN, NIELS R & JOY S
EHLERS, JEFFREY H & STACY R
WARD, LEWIS BLAINE JR & CHARLSEYJ
KUCERA, JAMES L & NICHOLS, LORRA L
WILSON, LYNN A
WILSON, LYNN A
WITZ, JEANNIE G & EUGENE J
SNEARLY, DALE B & DOROTHY D
SNEARLY, DALE B & DOROTHY D
WRIGHT, LUTHER & SANDY &
WRIGHT, LOCKARD & SCHAUB-STEVENS &
WILSON, KIRBY & PATTY
LOCKARD, ROBERT A & SUZANNE &
KULIN, EILEEN M TRUST &
KLEIN, BERTAJ &
HUGHES, KULIN & KLEIN &
ENGSTROM, CYNTHIA &
TROM, BRIAN J
TROM, BRIAN J
ORTIZ, MARINA
HIRE, ADRIANA
HIRE, ADRIANA
STARR, ROBYN S
STARR, ROBYN S
EHLERS, JEFFREY H & STACY R
OwnerName
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353 MOUNTAIN SHADOW DRIVE
353 MOUNTAIN SHADOW DRIVE
48 CREEKSIDE COURT
48 CREEKSIDE COURT
1212 COOPER AVE
1212 COOPER AVE
123 CREEKSIDE COURT
5570 DTC PARKWAY
3702 MOUNTAIN DRIVE
751 DRY PARK RD
366 MOUNTAIN SHADOWS DRIVE
461 MOUNTAIN SHADOWS DRIVE
751 DRY PARK RD
281 PONDEROSA DRIVE
366 MOUNTAIN SHADOWS DRIVE
475 MOUNTAIN SHADOWS DRIVE
475 MOUNTAIN SHADOWS DRIVE
0464 MOUNTAIN SHADOW DRIVE
473 MOUNTAIN SHADOWS DRIVE
473 MOUNTAIN SHADOWS DRIVE
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41 ELFIN PLACE
41 ELFIN PLACE
524 HIGHWAY 133
1645 LINCOLNWOOD DR
1645 LINCOLNWOOD DR
0425 MOUNTAIN SHADOWS DRIVE
0425 MOUNTAIN SHADOWS DRIVE
1751 DRY PARK ROAD
Address 2
FORT COLLINS
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CARBONDALE
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Address Glenwood Springs, CO 81601
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Adjaining 2119-35
Improvements Agreement (may be waived upon request).
Robyn Starr
0425 Mt Shadows Dr
Glenwood Springs, CO 81601
970-945-4854 970-947-9272 fax
Garfield County
Community Development Department
108 8th St suite 401
Glenwood Springs, CO 81601
970-945-8212
Oct. 22, 2014
I respectfully ask for a waiver of the improvements agreement as I am applying for
permission to build an Additional Dwelling Unit (ADU) on the back half of my property.
Please grant me this waiver as I have provided alternative information in my application
that should fulfill the requirement. Thank you for your kind consideration to this request.
Sincerely,
Robyn Starr
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Grading and Drainage Plan demonstrating positive drainage off the site.
1ST.
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1ULDER
TAINNI
LL'S
XISTING
2 STORY HOME
245 MNT. SHADOWS DRIVE
STING
RAVEL
DRIVE
110:7H
GRADING d DRAINAGE PLAN 11111)
552' . 1-0'
KURTZ 4
ASSOCIATES,
INC.
5012 COUNTY RD. 154
&ENI001 5PRIN65.
COLORADO
(1o) 445-6505
RESIDENCE FOR
ROBYN STARR
0425 MOUNTAIN
SHADOWS DRIVE
6LENWOOD 5PRIN65.
COLORADO
DRAWN 6Y:
GFEGKED Sr: 5.JX.
SCALE: A5 51•10WN
PRO..EGT N0.: 14-55
DATE:
GONSTRUC,TION 5ET,
10/20/14
SHEET TITLE,
GRADING e
DRAINAGE
PLAN
SHEET:
Landscape Plan demonstrating current landscaping on the property and any proposed
landscaping.
C1ST.
HILDER•
ALL'S /
GRADINGSDRAINAGE FLAN Gip
sar
KURTZ 4
AS5OCIATES,
INC.
5012 CAMPY RD. 154
6LENVOOP SPRJR56
COLORADO
MD) 445-6905
RESIDENCE FOR
RO8YN STARR
0425 MOUNTAIN
614ADOM5 MOVE
6115140017 51451465,
COLORADO
DIANN 5f;
CHECKEP 5Y. 54K
SCALE A5 51405N
pRox0T NO 14-59
DATE,
CONSTRUCTION 5En
IQ/214
51110ET TITLE,
6RAD1N6
PRAINA6E
FLAN
SwEET:
G-1
Impact Analysis -Please respond to the identified impacts in Section 4-203(G).
October 13, 2014
Robyn Starr
425 Mountain Shadows Drive
Glenwood Springs, Colorado 81601
(E`�t€E�•E,ftttit�t�l�trf;rtftl 'r=)
Job No. 114 333A
Subject: Geologic Hazards Review, Proposed Residence, 425 Mountain Shadows
Drive, Garfield County, Colorado
Dear Robyn:
This report presents the findings of a geologic hazards review for the proposed residence
at the subject site. This report summarizes our findings. This study was performed as
additional services to our August 15, 2014 professional service agreement with you.
2014. We previously performed a subsoil study for the residence and our findings were
presented in a report dated September 17, 2014, Job No. 114 333A.
Review Methods: A field reconnaissance of the project site was performed on October
10, 2014 to observe the geology and geomorphology in the vicinity of the proposed
residence. In addition we have looked at aerial photographs and reviewed geologic
(Kirkham and Others, 1995) and geologic hazard maps (Lincoln-DeVore, 1978) for the
Glenwood Springs area. Using this information an assessment was performed to evaluate
potential geologic hazards that could impact the proposed construction. This report
summarizes the information used in our evaluations, describes our assessments and
presents our findings.
Proposed Construction: The residence will be a prefabricated log home over a partial
basement with an attached site built, basement level garage with a slab -on -grade floor.
Grading for the structure will require cut depths up to about 12 feet.
Site Conditions: The site is a developed residential lot on the north (uphill) side of
Mountain Shadows Drive with an existing single family residence located in the
southwest portion of the lot. The proposed building will be located northeast and uphill
of the existing residence and located on a moderately steep, south facing slope north of
the driveway to the existing residence. There is an elevation difference of about 15 to 18
feet across the building footprint. North of the proposed building area the slope climbs
steeply and a small ravine terminates above the project site. Vegetation in the area of the
proposed building includes grasses, weeds, small brush and trees.
Geologic Hazards: Based on our site visit, previous subsoil study and our review of
aerial photographs and published maps, possible geologic hazards to the proposed
construction are summarized below.
Robyn Starr
October 13, 2014
Page 2
Debris Flow Hazard: The project site is mapped and was observed to be located near the
terminus of a relatively recent debris flow fan. The fan was mapped as active in 1977
(Lincoln-DeVore, 1978) and rises 8 to 10 feet above the proposed building area
approximately 20 to 25 feet north of the proposed building. The proposed building site
appears to be located on an older lower debris fan. A drainage originating on the steep
slope to the north is incised in the fan near the bottom of the slope and terminates above
and slightly east of the proposed construction. From our site visit, the debris fans did not
display evidence of recent sizeable flow events such as accumulated fresh debris, mud
fans or disturbed vegetation. Relatively mature vegetation consisting of shrubs and oak
brush is located in the channel above the proposed construction indicating a lack of recent
large debris flow events.
In our opinion, a low to possibly moderate hazard to the proposed structure during its
service life exists from hyperconcentrated, debris and/or possible clear water flows
discharged from the drainage above the proposed construction during extreme storm
events. The flows would likely be relatively small and on the order of 1 to 2 feet or less
for debris and hyperconcentrated flows and possibly several inches for clear water flows
at the location of the proposed structure. Mitigation of the hazard would be difficult by
means such as routing the flow away from the structure due to the proximity of the
adjacent development. Positive drainage away from the building foundation as discussed
in our subsoil study report should be provided. Construction of the proposed residence
would not, in our opinion, increase the risk to the adjacent properties provided that site
grading does not alter the route of the channel above the proposed construction.
Sinkhole Potential: The potential for sinkhole development at the site due to the
evaporite bedrock condition is considered low as discussed in our subsoil study report.
Rockfall Hazard: Based on our observations of the area of the proposed construction and
the location and degree of slope of the region uphill from the site, a low but not non-
existant rockfall hazard exists for the proposed construction during its service life, with
the risk similar to that of the adjacent constructed homes. Rock outcrops exposed
approximately 500 feet uphill from the proposed building area and on the west side of the
uphill drainage appear capable of producing potentially damaging rockfall. The slope
from this direction moderates towards the bottom as it approaches the proposed building
location and rockfall originating from this area may not be capable of reaching the
proposed building area. The slope directly north of the proposed construction on the east
side of the uphill drainage terminates closer to the proposed construction but did not,
based on our observations, have rock outcrop source areas capable of producing sizeable
rockfall objects. Rocks from cobble to small boulder size occur scattered on the slope
and might move downhill toward the project site under certain conditions but in our
opinion the risk of this occurring is low.
Hydro -Compressive Soils: The subsoils at the site are alluvial and/or debris fan deposits
and tend to settle when wetted (hydro -compressive). Methods to mitigate the hydro -
compressive soils are discussed in our subsoil study report.
Job No. 114 333A
G tt i
Robyn Starr
October 13, 2014
Page 3
Earthquake Risk: The proposed structure could experience moderate levels of
earthquake related ground shaking during a reasonable service life. The site location is
not located close to potentially active faults that would increase the earthquake risk
usually considered for the region. Potential earthquake ground shaking should not be a
problem if the residence is designed according to applicable building codes to withstand
moderate shaking without significant damage and stronger shaking without collapse.
Limitations: This review was conducted according to generally accepted engineering
geological and geotechnical engineering principles and practices in this area, at this time.
We make no warranty either express or implied. The information presented in this report
is based on our field observations, previous subsoil study, aerial photograph
interpretations and review of published geology and geologic hazard maps. This report
has been prepared exclusively for our client to assess if the proposed construction is
exposed to unusual risks related to the project area geology.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH — PAWLAK GEOTECHNICAL, INC.
James A. Parker, P.E., P.G.
Reviewed by:
Re
David A. Young, P.E.
JAP/ksw •'So
REFERENCES:
Kirkham, R.M. and Others, 1995. Geologic Map of the Glenwood Springs Quadrangle,
Garfield County, Colorado. Colorado Geological Survey Open File Map 95-3.
Lincoln-DeVore, 1978. Geologic Hazards of the Glenwood Springs Metropolitan Area,
Garfield County, Colorado. Colorado Geological Survey Open File Report 78-10.
Job No. 114 333A
C---a`'tech
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HEPWORTH-PAWLAK GEOTECHNICAL
C;r:,tcchnical, Inc.
5020 154
tirrur_ , t ,l r.i,i stili ,`1
Fix: ')70-`)4544 4
email: hh,,r,c��'hi�,r„tcch.c,�nt
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED PRE -FABRICATED LOG HOME
AND ATTACHED GARAGE
425 MOUNTAIN SHADOWS DRIVE
GLENWOOD SPRINGS, COLORADO
JOB NO. 114 333A
SEPTEMBER 17, 2014
PREPARED FOR:
ROBYN STARR
425 MOUNTAIN SHADOWS DRIVE
GLENWOOD SPRINGS, COLORADO 81601
(robvnstarr(a mindspring.com)
Parker 303-841-1119 • Colorado Spr1nLs 719-033-5562. • Silvcrthornc 970-4(8-1989
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY - 1 -
PROPOSED CONSTRUCTION - 1 -
SITE CONDITIONS - 2 -
SUBSIDENCE POTENTIAL - 2 -
FIELD EXPLORATION - 3 -
SUBSURFACE CONDITIONS - 3 -
FOUNDATION BEARING CONDITIONS - 4 -
DESIGN RECOMMENDATIONS - 4 -
FOUNDATIONS - 4 -
FOUNDATION AND RETAINING WALLS - 5 -
FLOOR SLABS - 7 -
UNDERDRAIN SYSTEM - 7 -
SITE GRADING - 8 -
SURFACE DRAINAGE - 8 -
LIMITATIONS - 9 -
FIGURE 1 - LOCATION OF EXPLORATORY BORING
FIGURE 2 - LOG OF EXPLORATORY BORING
FIGURE 3 - LEGEND AND NOTES
FIGURES 4, 5 AND 6 SWELL -CONSOLIDATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
Job No. 114 333A
Gegtech
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed pre -fabricated log home
with a site built, attached garage to be located at 425 Mountain Shadows Drive in
Glenwood Springs, Colorado. The project site is shown on Figure 1. The purpose of the
study was to develop recommendations for the foundation design. The study was
conducted in accordance with our agreement for geotechnical engineering services to
Robyn Starr, dated August 15, 2014.
A field exploration program consisting of an exploratory boring was conducted to obtain
information on the subsurface conditions. Samples of the subsoils obtained during the
field exploration were tested in the laboratory to determine their classification,
compressibility or swell and other engineering characteristics. The results of the field
exploration and laboratory testing were analyzed to develop recommendations for
foundation types, depths and allowable pressures for the proposed building foundation.
This report summarizes the data obtained during this study and presents our conclusions,
design recommendations and other geotechnical engineering considerations based on the
proposed construction and the subsurface conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a prefabricated log home over a crawlspace with an
attached site built, basement level garage with a slab -on -grade floor. Grading for the
structure is assumed to vary from relatively minor to moderate with cuts up to about 12
feet in depth. We assume relatively light foundation loadings, typical of the proposed
type of construction.
If building loadings, location or grading plans change significantly from those described
above; we should be notified to re-evaluate the recommendations contained in this report.
Job No. 114333A
GMech
-2 -
SITE CONDITIONS
The site is a developed residential lot on the north (uphill) side of Mountain Shadows
Drive with an existing single family residence on the southwest portion of the lot. The
proposed building area is located northeast and uphill of the existing single family
residence. The existing residence is a two level structure with a walkout lower level and
is constructed on a level graded area with a 6 to 8 foot cut on the north edge of the
building area. The proposed building will be located on a relatively steep, south facing
slope north of the driveway to the existing residence with an elevation difference of about
15 to 18 feet across the building footprint. Vegetation in the area of the proposed
building includes grasses, weeds, small brush and trees.
SUBSIDENCE POTENTIAL
The geology of the project site is a younger, relatively inactive debris fan deposit
originating from the uphill slope to the north. Bedrock of the Pennsylvanian age Eagle
Valley Evaporite likely underlies the debris fan deposit and the project site. The
evaporite rocks are a sequence of gypsiferous shale, fine-grained sandstone and siltstone
with some massive beds of gypsum and limestone. Evaporite bedrock was not
encountered in our exploratory boring but there is a possibility that massive gypsum
deposits associated with the Eagle Valley Evaporite could underlie portions of the
property.
No evidence of cavities was encountered in the subsurface materials of the exploratory
boring. Based on our present knowledge of the subsurface conditions at the site, it cannot
be said for certain that sinkholes will not develop. The overall risk of future ground
subsidence on the project site, throughout the service life of the building, in our opinion is
low, but the building owner should be made aware of the potential for sinkhole
development. If further investigation of possible cavities in the bedrock below the site is
desired we should be contacted.
Job No, 114 333A
Bch
-3 -
FIELD EXPLORATION
The field exploration for the project was conducted on September 5, 2014. One
exploratory boring was drilled at the location shown on Figure 1 to evaluate the
subsurface conditions. The boring was advanced with 4 inch diameter continuous flight
augers powered by a truck -mounted CME -45B drill rig. The boring was Iogged by a
representative of Hepworth-Pawlak Geotechnical, Inc. A trail was rough cut to the boring
location by others for the drill rig access.
Samples of the subsoils were taken with a 2 inch I.D. spoon sampler. The sampler was
driven into the subsoils at various depths with blows from a 140 pound hammer falling 30
inches. This test is similar to the standard penetration test described by ASTM Method
D-1586. The penetration resistance values are an indication of the relative density or
consistency of the subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing.
SUBSURFACE CONDITIONS
A graphic log of the subsurface conditions encountered at the site is shown on Figure 2.
The trail cut for our drill rig access to the proposed building area removed about 6 inches
of silty sand topsoil. The subsoils encountered in our boring consisted of sandy clay and
silt with gravel, scattered cobbles, and possible boulders with zones of rocky soils to the
full depth of exploration of 21 feet.
Laboratory testing performed on samples obtained from the borings included natural
moisture content and density and finer than sand size (-200 screen) sieve analyses.
Results of swell -consolidation testing performed on drive samples, presented on Figures 4
through 6, indicate relatively low compressibility under conditions of light loading at
existing low moisture contents and moderate to high compressibility under light loading
and wetting (hydro -compression), with moderate to high compressibility under additional
Job No. 114 333A
Gg tech
-4 -
loading after wetting. Due to the dry and gravelly nature of the test samples, disturbance
of the samples probably occurred and likely exaggerated the amount of compressibility
indicated. The laboratory testing is summarized in Table 1.
No free water was encountered in the boring at the time of drilling and the subsoils were
slightly moist.
FOUNDATION BEARING CONDITIONS
The sandy clay and silt soils encountered at the site possess moderate to high
compressibility potential, mainly when wetted under loading. Spread footings bearing on
the natural soils could experience excessive movement if the subsoils become wetted.
Providing a minimum of 3 feet ofproperly compacted structural fill below the footings
would help to mitigate but not eliminate the settlement risk. Minimizing the potential for
wetting of the foundation soils will be critical to the satisfactory performance of the
structure. The compressibility potential of the bearing soils should be further evaluated at
the time of excavation for the foundation.
Structural fill in foundation areas can consist of the on-site soils or a relatively well
graded, imported granular soil such as road base. The structural fill should be moisture
conditioned to near optimum moisture, placed in maximum 8 inch loose lifts and
compacted to a minimum of 98% of standard Proctor value. The structural fill should
extend at least 2 feet beyond the perimeter of the footings.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory boring and the
nature of the proposed construction, we recommend the residence and garage be founded
with spread footings bearing on properly compacted structural fill.
Job No. 114 333A
G&teth
-5 -
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on a minimum of 3 feet of properly compacted structural
fill should be designed for an allowable bearing pressure of 1,500 psf with
some risk of settlement. The risk of settlement is primarily if the bearing
soils become wetted and care should be taken in design and construction to
prevent wetting of the bearing soils. Based on experience, we expect
initial settlement of footings designed and constructed as discussed in this
section will be about 1 inch or less. Additional settlement of about 1 inch
or more could occur if the underlying fine grained soils become wetted.
2) The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost protection.
Placement of foundations at least 36 inches below exterior grade is
typically used in this area.
4) Continuous foundation walls should be heavily reinforced top and bottom
to span local anomalies such as by assuming an unsupported length of at
least 14 feet. Foundation walls acting as retaining structures should also
be designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) The topsoil and any loose or disturbed soils should be removed to expose
the natural soils prior to placement of structural fill. The exposed soils in
footing area should then be moistened and compacted.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf
Job No. 114 333A
Gtech
-6 -
for backfill consisting of the on-site soils and at least 45 pcf for backfill consisting of
imported granular materials. Cantilevered retaining structures which are separate from
the structure and can be expected to deflect sufficiently to mobilize the full active earth
pressure condition should be designed for a lateral earth pressure computed on the basis
of an equivalent fluid unit weight of at least 50 pcf for backfill consisting ofthe on-site
soils and at least 45 pcf for backfill consisting of imported granular materials.
All foundation and retaining structures should be designed for appropriate hydrostatic and
surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an upward
sloping backfill surface will increase the lateral pressure imposed on a foundation wall or
retaining structure. An underdrain should be provided to prevent hydrostatic pressure
buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 95% of the maximum
standard Proctor density at a moisture content near optimum. Backfill placed in
pavement and walkway areas should be compacted to at least 95% ofthe maximum
standard Proctor density. Care should be taken not to overcompact the backfill or use
large equipment near the wall, since this could cause excessive lateral pressure on the
wall. Some settlement of deep foundation wall backfill should be expected, even if the
material is placed correctly, and could result in distress to facilities constructed on the
backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of the
sliding resistance of the footing on the foundation materials and passive earth pressure
against the side of the footing. Resistance to sliding at the bottoms of the footings can be
calculated based on a coefficient of friction of 0.40. Passive pressure of compacted
backfill against the sides of the footings can be calculated using an equivalent fluid unit
weight of 360 pcf The coefficient of friction and passive pressure values recommended
above assume ultimate soil strength. Suitable factors of safety should be included in the
design to limit the strain which will occur at the ultimate strength, particularly in the case
Job No. 114 333A
Gegtedi
-7 -
of passive resistance. Fill placed against the sides of the footings to resist lateral loads
should be compacted to at least 95% of the maximum standard Proctor density at a
moisture content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, can be used to support lightly loaded slab -
on -grade construction. There is a risk of slab settlement similar to footings if the natural
soils are wetted. To reduce the effects of some differential movement, floor slabs should
be separated from all bearing walls and columns with expansion joints which allow
unrestrained vertical movement. Floor slab control joints should be used to reduce
damage due to shrinkage cracking. The requirements for joint spacing and slab
reinforcement should be established by the designer based on experience and the intended
slab use. A minimum 4 inch layer of free -draining gravel should be placed beneath
basement level slabs to facilitate drainage. This material should consist of minus 2 inch
aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No.
200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill can
consist of the on-site soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in the area that local perched groundwater can develop during times of heavy
precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched
condition. We recommend below -grade construction, such as retaining walls and
basement areas, be protected from wetting and hydrostatic pressure buildup by an
underdrain system. A perimeter drain should not be provided around crawlspace areas
(less throughout 5 feet deep) due to the potential for wetting of shallow footings.
Job No. 114 333A
-8 -
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain should
be placed at least 1 foot below lowest adjacent finish (basement floor) grade and sloped at
a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the
underdrain system should contain less than 2% passing the No. 200 sieve, less than 50%
passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill
should be at least Ph feet deep. An impervious membrane such as 30 mil PVC should be
placed beneath the drain gravel in a trough shape and attached to the basement foundation
wall with mastic to prevent wetting of the bearing soils.
SITE GRADING
The risk of construction -induced slope instability at the site appears low, provided the
building is located as planned and cut and fill depths are limited. We assume the cut
depths for the basement level will not exceed one level, about 10 to 12 feet. Fills should
be limited to about 8 to 10 feet deep. Embankment fills should be compacted to at least
95% of the maximum standard Proctor density near optimum moisture content. Prior to
fill placement, the subgrade should be carefully prepared by removing all vegetation and
topsoil and compacting to at least 95% of the maximum standard Proctor density. The fill
should be benched into the portions of the hillside exceeding 20% grade. Permanent
unretained cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and
protected against erosion by revegetation or other means. This office should review site
grading plans for the project prior to construction.
SURFACE DRAINAGE
Proper grading and drainage around the building will be critical to keeping the bearing
soils dry. The following drainage precautions should be observed during construction
and maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95% of the maximum standard Proctor density in
Job No. 114 333A
GCC�teCh
-9 -
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free -draining wall backfill should be capped with at least 2 feet of the on-
site
nsite soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill and foundation areas.
5) Landscaping which requires regular heavy irrigation should be located at
least 10 feet from foundation walls. Consideration should be given to use
o f xeriscape to reduce the potential for wetting of soils below the building
caused by irrigation.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty either
express or implied. The conclusions and recommendations submitted in this report are
based upon the data obtained from the exploratory boring drilled at the location indicated
on Figure 1, the proposed type of construction and our experience in the area. Our
services do not include determining the presence, prevention or possibility of mold or
other biological contaminants (MOBC) developing in the future. If the client is
concerned about MOBC, then a professional in this special field of practice should be
consulted. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory boring and variations in the subsurface conditions
may not become evident until excavation is performed. if conditions encountered during
construction appear different from those described in this report, we should be notified so
that re-evaluation of the recommendations may be made.
Job No. 114 333A
GgiStecti
- 1p -
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others ofour information, As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation ofour recommendations, and to
verify that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
James A. Parker, P.E., P.G,
Reviewed by:
yIL„x p„.„)/L_
Steven L. Pawlak, P.E.
JAP/ljg
cc: Kurtz & Associates, Inc. - Brian Kurtz (kurtzen 'neer (ayahoo.c:oiu)
Job No. 114 333A
GgEtech
1005
APPROXIMATE SCALE
1"=30'
/
/
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1035
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7
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PROPOSED
RESIDENCE
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114 333A
LOCATION OF EXPLORATORY BORING
FIGURE 1
0
5
10
15
20
25
BORING 1
ELEV.= 1021'
56/12
WC=2.6
DD=105
31/12
WC= 5.9
DD=84
-200=63
14/6,40/3
44/12
WC=4.8
" DD=102
18/6.32/1
WC -4.4
DD=115
-200=44
NOTE: Explanation of symbols is shown on Figure 3.
0
5
10
15
20
25
v
v
a
a)
0
LEGEND:
CLAY AND SILT (CL -ML); sandy to very sandy, with gravel, scattered siltstone/sandstone fragments,
cobbles and possible boulders, layers of rocky soils. very stiff to hard/medium dense, slightly moist, light
brown.
Relatively undisturbed drive sample; 2 -inch I.D. California liner sample.
56/12 Drive sample blow count; indicates that 56 blows of a 149 pound hammer falling 30 inches were
required to drive the California sampler 12 inches.
NOTES:
1. The exploratory boring was drilled on September 5, 2014 with a 4 -inch diameter continuous flight power auger.
2. Location of the exploratory boring was measured approximately by pacing from features shown on the site plan
provided.
3. The exploratory boring elevation was obtained by interpolation between contours on the site plan provided. The
boring log is drawn to depth.
4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the
method used.
5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the boring at the time of drilling. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD — Dry Density (pcf)
-200 = Percent passing No. 200 sieve
114 333A
MM.
LEGEND AND NOTES
FIGURE 3
Moisture Content p 2.6 percent
Dry Density = 105 pcf
Sample of: Sandy Clay and Silt with Gravel
From. Boring 1 at 3 Feet
0
1
o
v
zo 2
0
Compression
upon
wetting
(n
tr
0..
O
U
4
5
6
7
8
9
10
11
12
•
13
`-
v
0
1 1 0 10 100
APPLIED PRESSURE (ksf )
114 333A
H
Gtech
HEPWORTH•PAWLAKCEOTECHNICAL
SWELL-CONSOLIDATION TEST RESULTS
FIGURE 4
Moisture Content = 5.9 percent
Dry Density = 84 pcf
Sample of: Sandy Clay and Silt with Gravel
From Boring 1 at 5 Feet
2
7.------'—'-''''''i---a
_
o
z 4
,
Compression
upon
/ wetting
Q
cc
0_
Q
0
r
10
12
14
16
18
20
•
�I
0
1
1 0 10 100
APPLIED PRESSURE (ksf )
114 333A
H
Ge !"tech
H_EPWORTH-PAwI_AK GEQTECHNICAL,
SWELL-CONSOLIDATION TEST RESULTS
FIGURE 5
COMPRESSION (% )
01 W N 1 O
Moisture Content = 4.8 percent
Dry Density = 102 pcf
Sample of: Sandy Clay and Silt with Gravel
From Boring 1 at 15 Feet
Compression
upon
wetting
1
•
•
01 10
10 100
APPLIED PRESSURE (ksf )
1 14 330A
Gtech
HEPW_ORTH•PAWLAK GEOTECH NICAL
SWELL -CONSOLIDATION TEST RESULTS
FIGURE 6
Job No. 114 333A
C3
Z
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Z
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0
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O ce
w
0
,Q
< J
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= (I)
SOIL TYPE
1 Sandy Clay and Silt with Gravel 1
Sandy Clay and Silt with Gravel
Sandy Clay and Silt with Gravel
I Silty Clayey Sand with Gravel II
UNCONFINED
COMPRESSIVE
STRENGTH
(PSF)
ATTERBERG LIMITS
LIQUID PLASTIC
LIMIT INDEX
(.%) f%1
PERCENT
PASSING
NO. 200
SIEVE
M
d
d'
1 GRADATION
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SAMPLE LOCATION
BORING DEPTH
(ft)
en
'LI
oN
Can and Will Serve letters from the City of Glenwood Springs Water and the West
Glenwood Sanitation District.
September 22, 2014
Robyn Starr
Rc: Water service to 425 Mountain shadows dr.
Dear Robyn,
The purpose of this letter is to confirm that the City of Glenwood Springs has the capacity to serve
and will be the provider of water utility services to this property. All improvement fees would need
to be paid in excess of tap fees.
Kindly let me know if I can address any additional questions or
concerns.
Sincerely,
Sterling Foster
W/WW Utility coordinator
101 WEST8m5TRFFT,GLENWCXID CO 81601
970) 384-6400 970 945-2597 FAX \V\\IHJ.GLfNWLXID-SPRINGS,CO.DS
Message Page 1 of 2
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From: Sterling Foster <sterling.foster@cogs.us> ]Add to Address Book]
To: "rob ynstarr@mindspring_com" <robynstan@mindspring.com>
Subject: FW: Glenwood Springs WORK ORDER # 148
Date: Sep 19, 2014 3:13 PM
Hi Robyn,
This is the quote that we had spoke about earlier. Hopefully you will redeve this message.
Thanks,
Sterling Foster
W/WW Utility
sterling.foster@cous.us
WI 970-379-1822
Office 970-384-6343
shop now 0
From: wo@iworq.net [wo@iworq.net]
Aspen SSIC group (45) new Sent: Friday, September 19, 2014 3:09 PM
._J Tim Simonds (70) new To: Sterling Foster
Subject: Glenwood Springs WORK ORDER # 143
.._ Undeliverable Mail (0)
Quote for 425 mtn shadows
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Click Here to open work order.
Work Order Information
Date
9/11/2014
Work Order Number
148
Department
Water DistribWon
Project Description
New Water Taps
Project Addross
425 Mountain shadows
Requested By
Robin
Phone 970-618-3180
Job Referred To Sterling Foster
Date Completed
Action TakenEstimate
Attached Material TicketYes
Notes
Date
Note
9/19/2014 i This is just a quote not an actual.
Assigned Employees
Equipment
Amount
Employees
Amount
Total
Multiplier
Unit Cost
611.35
Rate
Total
Aron Bennett
$65.00
6390.00
8
1
$20.15
$161.20
Jack Kelly
$20 00
I8
1
620.15
0161.20
Sterling Foster
Service Truck
11
8
1
627.06
527.06
Tapping machine
0.5
Hours
Cost: $349.46
Assigned Equipment
Equipment
Amount
Units
Rate
Total
Backhoe
Unit Cost
611.35
Total
6170.25
6
Hours
$65.00
6390.00
Compactor
2
Hours
10.00
$20 00
Dump truck
4
Hours
675.00
$300.00
Service Truck
8
Hours
625.00
6200.00
Tapping machine
0.5
Hours
610.00
$5.00
Cost: $915.00
Assigned Material
Material
Amount
Units
TON
Unit Cost
611.35
Total
6170.25
Class 6 Road Base
15
Cost: $170.25
Uploaded Files
Upload File i
Date
File
http://webmail.c.earthlink.net/wam/msg jsp?msgid=44853&folder=INBOX&isSeen=true&x=-446391552 9/19/2014
West Glenwood Springs Sanitation District
PO Box 866, Glenwood Springs, CO 81602 • 970.618.5147 ph • 970.945.0619 fx
wgssanitation@gmail.com
16 September 2014
Ms. Robin Starr
425 Mountain Shadows Dr.
Glenwood Springs, CO 81601
Re: 425 Mountain Shadows Dr., Glenwood Springs, CO
Dear Robin,
You requested confirmation that the District will serve a new (additional) single family
home for a total of one (1.00) ER. The District has the capacity in its wastewater
treatment plant and can and will serve the Property with wastewater treatment service
so long it is within the District subject to the following conditions:
1. The approval by the District of the construction and inspection of the new
sewer service line;
2. The payment of all applicable tap fees; and
3. Pursuant to the District's Rules and Regulations, an applicant for sewer
service shall reimburse the District for all costs incurred by the District
regarding the project, including, but not limited to legal and engineering
review.
If you have any questions, please don't hesitate to contact me.
Regards,
Kelly
Distri
ullan
keeper
cc: Jim Neu, Attorney isn@mountainlawfirm.com
Jorden Voskuil, Plant Superintendent iordenvoskuil a(�rocketmail.com
Cfty of Glenwood Springs
Electric System
September 19, 2014
Robyn Starr
425 Mountain Shadows Drive
Glenwood springs, CO 81601
R.E Will Serve Letter
To whom it may concern,
This letter is to inform you that the proposed dwelling unit located at
425 Mountain Shadows Drive, is within the service territory of the
Glenwood Springs Electric System.
Adequate electric service to serve the proposed construction is available
within the guidelines of the electric departments Rules and Regulations
"Line Extension Policy" filed with and approved by the Colorado Public
Utilities Commission.
Sincerely,
Doug Hazzard
Sourceas
September 22, 2014
From: Carla Westerman
SourceGas
0096 County Rd. 160
Glenwood Springs, CO 81601
970-928-0407
To: Robyn Starr
425 Mountain Shadows Dr
Glenwood Springs, CO 81601
robynstan@mindspring.com
RE: 425 Mountain Shadow Dr
Dear Robyn:
The above mentioned development is within the certificated service area of SourceGas.
SourceGas has existing natural gas facilities located on or near the above mentioned
project. At this time it appears that these existing facilities have adequate capacity to
provide natural gas service to your project, subject to the tariffs, rules and regulations on
file. Any upgrading of our facilities necessary to deliver adequate service to and within
the development will be undertaken by SourceGas upon completion of appropriate
contractual agreements and subject to necessary governmental approvals.
Please contact us with any questions regarding this project, and with a timeline of when
you would like to proceed with your project.
Sincerely,
Carla Westerman
Field Coordinator
Code, Covenants, Restrictions (may be waived upon request).
Robyn Starr
0425 Mt Shadows Dr
Glenwood Springs, CO 81601
970-945-4854 970-947-9272 fax
Garfield County
Community Development Department
108 8th St suite 401
Glenwood Springs, CO 81601
970-945-8212
Oct. 22, 2014
I respectfully ask for a waiver of the code of covenants as there is no covenant here in my
development. Please grant me this waiver as I have provided alternative information in
my application that should fulfill the requirement. Thank you for your kind consideration
to this request.
Sin rely,
Robyn Starr
Respond to Standards fully described in Article 7, Divisions 1-3 ()see Attached)
Robyn Starr
0425 Mt Shadows Dr
Glenwood Springs, CO 81601
970-945-4854 970-947-9272 fax
Garfield County
Community Development Department
108 8th St suite 401
Glenwood Springs, CO 81601
970-945-8212
Oct. 22, 2014
Please see attached specification regarding manufactured home; the home meets all cods
and is compliant according to these specs.
Sincerely,
Robyn Starr
2 nd?
,26 re" of v' '
SILVER IRC
CONSTRUCTION / INSULATION
Floors
o 2x10 floor joists, 16" O.C. with double 2x12 outer rail
o 5/8" tongue and groove plywood floor decking.
o OMIT floor insulation.
Walls/Ceilings
o 8'0" sidewall height.
o 2x6 16" O.C. exterior wall framing.
o LP grooved vertical primed and painted exterior siding.
o R-19 high density fiberglass exterior wall insulation with Kraft Paper vapor
barrier.
o 7/16" OSB exterior wall sheathing.
o 2x4, 16" O.C. interior partition wall framing.
o 1/2" sheetrock taped, "knock down" textured and painted interior finish throughout
all rooms.
o All sheetrock corners and joints, including wall/ceiling corner, shall be tape and
texture finished, not caulked.
o All sheetrock outside corners finished with round corner bead.
Roofs
o 8'0" flat ceiling height throughout.
o 5/8" sheetrock with painted "knockdown" texture on flat ceiling.
o 3/12 pitch engineered roof trusses.
o 45 lbs. per square foot live load rated roof.
o 12" eave and 16" gable end overhangs. No eaves on single section homes.
o R-30 blown -in cellulose roof insulation with spray -on sealer vapor barrier.
o 15/32" OSB roof decking.
o "Ply Dry" 30 lbs. rated roofing underlayment.
o 30 year architectural, self-sealing, organic shingles.
WINDOWS / DOORS
Windows
o Louvered shutters on front door side of multi -section units and front door side and
hitch end wall of single section units.
o White vinyl, single hung vertical sliding window with high performance Low -E
insulated glass and vinyl screens.
o All windows are finished with sheetrock returns and a white post form acrylic sill.
Doors
o Front exterior door: white 36" insulated, 6 panel in -swing, with weather
stripping, threshold and keyed lockset with deadbolt. Keyed same as rear door.
o Rear exterior door: white 36" insulated, 6 panel, in -swing with weather stripping,
threshold and keyed lockset with deadbolt. Keyed same as front door.
o 1 3/8" hollow core, flat panel, pre -finished white interior passage and closet doors
with round door handles.
SILVER IRC
o Furnace door.
o Water heater door (per print).
PLUMBING / ELECTRICAL / APPLIANCES
Plumbing
o PVC drain, waste and vent systems per code requirements.
o PEX type water supply line with chrome shutoffs at all fixtures.
o Stainless steel double bowl kitchen sink with 8" center set, water saver ledge
faucet.
o White china, tank type, round water saver commodes.
o White china lavatory sinks with 4" center set, water saver faucet and pop-up drain
with overflow.
o 60" one piece fiberglass bathtub/shower, water saver tub/shower diverter faucet
and tip -toe tub drain with overflow.
o Supply and drain lines provided at washer space.
Electrical
o Total electric service.
o 100% copper electrical wiring, 12 gauge minimum size.
o 200 AMP main electrical panel box with 200 AMP main breaker.
o GFCI & AFCI protected receptacles per electrical code requirements.
o 110 volt direct -wire smoke detectors with battery back-up per code.
o Carbon monoxide detectors per code.
o Extruded, quilted aluminum heat duct.
o Perimeter 2"x12" wall mount heat registers with adjustable dampers in living
areas and toe -kick heat registers in kitchen and bathrooms.
o Wire for washing machine and dryer.
o 220 volt receptacle provided at dryer space.
o Lighting package:
o Porch light at each exterior entrance.
o Powered range vent hood with fan and light.
o Powered vent fans with lights in bathrooms.
o Surface mount lighting fixtures in each room (per plan).
Appliances
o 40 gallon electric water heater.
o Electric furnace sized in accordance with individual house heat loss calculations.
o 18 cu. ft. white or black, door over door refrigerator with icemaker.
o 30" white or black electric range.
DECOR
Flooring
o 18" x 18" vinyl tile or rolled linoleum floor covering per print.
o 16 oz. carpet over 61b. re -bond pad per print.
SILVER IRC
Cabinetry
o Oak or black forest cabinetry with flat panel doors, birch interiors, adjustable
shelves in kitchen overhead cabinets, drawers over doors in base cabinets, and one
drawer set per kitchen.
o Finished panel under overhead cabinets.
Countertops
o Laminate countertops with 4" laminate backsplash and 2" self -edge.
Miscellaneous
o 24"x36" beveled edge mirror above each lavatory sink.
o Shelf and hanger rod above clothes washer and dryer space.
o Drapery package with 2" white vinyl mini blinds throughout.
o Brushed nickel fixtures throughout.
Statement of conformance with Section 7-107, Access and Roadways (Specifically
conformance with Table 7-107 for driveway from County roadway to proposed
ADU)
Robyn Starr
0425 Mt Shadows Dr
Glenwood Springs, CO 81601
970-945-4854 970-947-9272 fax
Garfield County
Community Development Department
108 8th St suite 401
Glenwood Springs, CO 81601
970-945-8212
Oct. 22, 2014
No new driveway connecting to county road will be needed as the existing driveway will
be extended to connect to the new dwelling in compliance with Table 7-107 as required
for ADU.