HomeMy WebLinkAboutApplication-PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970-945-8212 Fax: 970-384-3470
Inspection Line: 970-384-5003
Building Permit No.
Parcel No:
Locality:
Job Address:
Use of Building:
Owner:
Contractor: owner/ Paradise builders
Fees: Plan Check: 689.62 !level manu lee: $ 400.00
--~-"'---·---
Bldg Permit: Road impact fee: $ 1,326.52 --···--·--
Total Fees: J... .. -3,477.09
Date: I
10
II Garage:
12 Driveway Penn it:
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8• Street, Suite 401, Glenwood Springs, Co 81601
Phone: 970-945-8212 I Fax: 971J..384-3470 I Inspection Line: 970-384-5003
www.garfieldMcounty.com
office 970-945-9134)
o Addition
Authoritv. This application for a Building Pennit must be signed by the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate
letter of authority, signed by the Owner, must be provided with this Application.
Legal Access. A Building Pennit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the Building Department
Other Permits. Multiple separate pennits may be required: (1) State Electrical Pennit, (2) County ISDS Pennit, (3) anotherpeonit required for use on the property identified above, e.g. State or
County Highway/ Road Access or a State Wastewater Discharge Permit
Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180
days after commencement.
CERTIFICATION
I hereby certify that I have read this Application and that the information contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans
and specifications and other data submitted by me or on my behalf(submittals), based upon my certification as to accuracy.
Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the stn!Cture(s) and facilities detailed on
the submittals reviewed by the Building Department.
In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, ISDS regulations and applicable land use regulations (County Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location,
construction or use of the structure(s) and facility{ics), described above, are not in compliance with County Regulation(s) or any other applicable law.
I hereby grant pennission to the Building Department to enter the property, descnbed above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the
Building Official from: (I) requiring the correction of errors in the submittals, if any, discovered after issuance; or (2) stopping constroction or usc of the structure{s) or facility(ies) if sucl1 is in violation
of County Regulation(s) or any other applicable Jaw.
Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions
or discrepancies, As the Owner, I acknowledge that responsibility for compliance with federal •. state and local laws and CoUJJty Regulations rest with me and my authorized agents, including without
!imitation · and/ or builder.
STAFF USE ONLY
The following items are required by Garfield County for a final Inspection:
I) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
DATE
Bapplicationdecember2007
VALUATION FEE DETERMINATION
Applicant
Address
Date
-"M7ar~ie:,:Kc:;e::;m::.p2,-c:S:::te:..:v::;an:.:,R=od=:r:':'ig;,;:u;::ez=----Subdivision
0221 Springview Drive, GWS Lot/Block -';8:7./l?':/2:COc;0~8=="'-'====--:--:--Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total
Basement:
Unfinished
Square Feet
Valuation
Conversion of Unfinished to Finished
Total Valuation
Garage:
Valuation
Crawl Space
Valuation
Decks/ Patios
Valuation
Covered
Open
Type of Construction:
Occupancy:
Valuation
Total Valuation
sf
sf
sf
sf X $74.68
0 sf
2388 sf X $41.00
sf X $33.68
sf X $18.00
sf X $9.00
128 sf X $24.00
897 sf X $12.00
Commercial
sf X
sf X
sf X
sf X
sf X
sf X
Springridge Reserve
Lot 10
Kanbuild & Paradise Bldr's
0.00
97,908.00
0.00
0.00
13,836.00
0.00
111,744.00
PLAN REVIEW CHECKLIST
Building
/Engineered Foundation
"Jjfl Driveway Permit
__Lsurveyed Site Plan
f'Jj/1 Septic Permit and Setbacks
__L_arade/Topography 30%
v/ Attach Residential Plan Review List
_LMinimum Application Questionnaire
~Subdivision Plat Notes
V Fire Department Review
/ Valuation Determination/Fees
/ Red Line Plans/Stamps/Sticker
/ Attach Conditions
J Application Signed
V Plan Reviewer To Sign Application
-,/ Parcel/Schedule No.
/ 40# Snowload Letter-Manf. Hms.
Soils Report
GENERAL NOTES:
Planning/Zoning
LProperty Line Setbacks
tv/11 30ft Stream Setbacks
l'f /1 Flood Plain
/ Building Height
/ Zoning Sign-off
/ Road Impact Fees
V HOAIDRC Approval
Larade/Topography 40%
~lanning Issues
__ Subdivision Plat Notes
l<evnf R.cdr~ue~ r+;Jed
Lot lO 1 Spr-wignd,~e_ 12ew-V-e__
22.-l Sfrivt~Vie0 1:::»--.
61enLOoxt Spl"thCJS 1 .OJ . Sll fd> I
L(Je cw.#uni;_e ijmz in ~Vl1Li:-+fi-e_ htnls.e. ~ ~tU't:!'tf(
JleftMc&~.
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~~
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
MANUFACTURED HOMES
In order to understand the scope of the work intended under a permit application and expedite the issuance of a
permit it is important that complete information be provided. When reviewing a plan and it's discovered that
required information has not been provided by the applicant, this will result in the delay of the permit issuance
and in proceeding with building construction. The owner or contractor shall be required to provide this
information before the plan review can proceed. Other plans that are in line for review may be given attention
before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design professional
for assistance in your design and a construction professional for construction of your project.
To provide for a more understandable plan in order to determine compliance with the building, plumbing and
mechanical codes, applicants are requested to review the following checklist prior to and during design.
Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a
permit.
All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial
Offices and Storage.
1
I. Is a site plan included that identifies the location of the proposed structure or addition and distances to the
property lines from each comer of the proposed structure prepared by a licensed surveyor and has the
surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must
be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of a
structure within 50 ft. of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and
professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on
a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat
with the proposed structure located within the envelope.
Yes j/
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System)
and the distances to the property lines, wells (on subject property and adjacent properties), streams or
water courses? This information must be certified by a licensed surveyor with their signature and
professional s amp on the design.
Y es.,.--/.Y.f-,l'f--
3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to
Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building
permit on is J.gs;ated on a comer lot. Special setbacks do apply.
Yes __ :_V __ _
4. Does the site plan iw:licate the location and direction of the County or private road accessing the property?
Yes ~ -----
5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in
accordance with the uniform building code or per stamped engineered design? A Floor Plan of the
Modular Unit ~wing exterior doors is required.
Yes __ _;V:__ __
6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written
permission from the association, if required by that association, prior to submitting an application for a
building permij'l The building permit application will not be accepted without it.
Yes V No ______ _
7. Will this be the o!Jly' residential structure on the parcel?
Yes V No Ifno-Explain: ______ _
8. Have two (2) c~ sets of construction drawings been submitted with the application?
Yes. ____ _
2
9. For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of
property); ~esign (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes ____ _
I 0. Have you designed or had this plan designed while considering building and other construction code
requirementsv.
Yes __ _::. __
II. Do your plans c~ with all zoning rules and regulations in the County related to your zone district?
Yes ____ _
12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the
Garfield Cou~ilding Department?
Yes ____ _
13. Do you underst~~~~approval for design and/or construction changes are required prior to the application
of these cha~'
Yes ____ _
14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of
application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic
System" ~ired, at the time you pick up your building permit?
Yes. ____ _
15. Are you aware that you must call in for an inspection by 3:30 the business day before the requested
inspection in order to receive it the following business day? Inspections will be made between 7:30
a.m. and 3:3~ Monday through Friday. Inspections are to be called in to 384-5003.
Yes. _ ___:V:___ ·_
16. Are y~u awar:e~~h::7sting inspections on work that is not ready or not accessible will result in a $50.00
re-mspect~,
Yes ____ _
17. Are you aware that yo required to call for all inspections required under the IRC including approval on a
final inspecti prior to receiving a Certificate of Occupancy and occupancy of the building?
Yes _______ _
3
18. Are you aware that prior to as submittal for a building permit application you are required to show proof of a
legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a
private/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a
Notice to Proceed; a permit from the federal government or any combination. You can contact the
Garfield County_]wad & Bridge Department at 625-8601 See phone directory for other agencies.
Yes __ _.V"----
19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to
perform installations and hookups, unless you as the homeowner are performing the work? The license
number of th~son performing the work will be required at time of applicable inspection.
Yes. __ _::::V __ ··_
20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule
Number for the lot you are applying for this permit on prior to the submittal of a building permit
application? ~ention in this is appreciated.
Yes _____ _
21. Are you aware that you will need to have your installer obtain an installation inspection as per the State
Division of Housi g requirements prior to the County building department doing their final inspection?
The State will arge a fee for this inspection.
Yes ____ _
22. Are you aware that t ermit Application must be signed by the Owner or a written authority being given for
an Agent an at the party responsible for the project must comply with the Uniform Building Code?
Yes ___ _
23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality,
you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at
the time ~ilding permit application submittal?
Yes ___ _
24. Do you understand that if you are planning on doing any excavating or grading to the property prior to
issuance of a bu~ permit that you will be required to obtain a grading permit?
Yes~
4
I hereby acknowledge that I have read, nnd tand and answered these questions to the best of my ability.
-t)f
__ 9.!..:::::&>'-"'3'----· -""5'-"'8"-'1'-'1""--"-'5_( evenings)
Notes:
If any required information is missing delays in issuing the permit are to be expected. Work may not proceed
without the issuance of a permit. If it is determined by the Building Official that additional information is
necessary to review the application and plans to determine minimum compliance with the adopted codes, the
application may be placed behind more recent applications for building permits in the review process and not
reviewed until required information has been provided and the application rotates again to first position for
review, delay in issuance of the permit or delay in proceeding with construction.
bpminreqmhDec2007
5
/ >
Buyor's Final Closing Statement
Flla 20070374
5!30/07 11:21 AM
Buyer(s)
Sel!er(s}
Lender
Property
Stewart Title of Colorado-Glenwood Springs Division (970) 945-
5434
Buyer's Final Closing Statement
MarieS. Kemp, clo American National Bank, 325 E. Maln Street, Aspen, CO 81611
Stevan P. Rodriguez
Spr!ngridge at Glenwood Springs Development Corporation, P.O. Box 1330,
Glenwood Springs, CO 81602
American National Bank, 2624 S, Grand Ave., Glenwood Springs, CO 81601
Lot 10, Sprlngridge Reserve PUD, Phase 1
221 Springview Drive, Glenwood Springs, CO 81601
Closing date
Bank
5/29/2007 Proration date 5/29/2007
Escrow Unit
Escrow Officer
ANBGW ·American National Bani<
1 -Glenwood -ST of Glenwood Springs
Amy E. Cartwright
Contract S11las Prlea ...
Naw Loan:
Principal amount of new loan(s) from American National Bank ..
Deposits:
Deposit or earnest money from Marie S. Kemp .....
Prorations:
Homeowners Dues
From 5129/2007 to 7/112007@ $2.37260/day ....
HOA Working Capital Reserve to Sprlngridge Reserve HOA ...
County taxes .
From 11112007 to 5/29!2007@ $7.20792/daY ...
Now Loan Chl!fges:
.Loan Origination fee to American National Sank ....
Flood Certification Fee to Factual Data ....
Tlt!e Chargos:
Settlement or closing lee to Stewart Title of Colorado· Glenwood Springs Olvls!on ,
Tille insurance to Stewart Title of Colorado· Glenwood Springs Division $129.00 ...
Lender's coverage to Stewart Title of Colorado -Glenwood Springs Division
Uabflity amount $205,000.00 .. ,.. . ......................... ..
Endorsements 100, 8.1, 110.1 to Stewart Title of Colorado • Glenwood Springs Division
Tax Certificate to Stewart Title of Colorado • Glenwood Springs Division ...
Loan Closing Fee to Stewart Tltle of Colorado -Glenwood Springs DIVIsion .
Additional Chain Fee to Stewart Tille of Colorado-Glenwood Sprirgs Dlvlslon .......... ..
Recording Foas/Transfor Charglls:
Recording fees: to Garfield County Clerk & Recorder
Deed $6.00; Mortgage $52.00 ...
State tax/stamps: Documentary Fee to Garfield County Clerk & Recorder ...
Addlllonal Chargos:
County Road Impact Fee to Garfield Co1mty ..
Sewer Tap Fee to Springr!dge at Glenwood Springs Development Corporation ..
City Traffic Impact Fee to City of Glenwood Springs.... . ................. ..
City Park & Open Space Fee to City of Glenwood Springs ..
'Courier Fee to Stewart Title of Colorado. Glenwood Springs OMslon .....
Doblt
177,000.00:;
78.30./
20o.oov"
667.00 v
13.oov'"
so.ooV
129.00/
105.00./
40.00~
15o.ooto""'"
1oo.ooV""'
se.ooV"
17.70 v
1,321.26~
10,000.00./
3,401.52 ./
3,908.61 ,/
25.oo/
Subtotal: 197,274.39
Crodlt
206,141.00
10,000.00
1,065.77
217,207.77
Balance due to Buyer,, -----;;::C''c·~";c';·:;'•,_ ___ -,:.,-;:;::;-::;
Totals: 217,207,77 217,207,77
THE UNDERSIGNED, by the execution hereof, hereby (i) acknowledge that they have read the above and foregoing Closing Statement, (ii)
acknowledge that the same is true and correct, and (Hi) authorize and direct the Closing Agent to receiVe all amounts and disburse all amounts
pursuant to the foregoing Closing Statement.
It is mutuallyunderstoodand agreed the taxes are estimated and in case of adjustmentsamewl!l be made between the parties hereto. The Closing
Agent ls relieved of any responsibility with the adjustment of said taxes.
Page 1
Parcel Detail Page I of4
Garfield County Assessor/Treasurer
Parcel Detail Information
Ass~s~or([reas!Jier Pmpe& Sear~h I Assessor Subs~LQ!lery: I AssessQr
Sah~s Search
ClS<rk & R~~ordex ReceJ)tion$earch
Basi~ Bqilding_CharacJeristics I Tax Information
Parc.s~J DeJ;ail I Val1te Detail I Sales Detail I Re1>identjal/Con:nnercia1
lmprove~:QlentPetail
Land Detail I Photo~raphs I Mill LeYY R~venues Detail
[!TI Account Parcel 2007 Mill
Number Number Levy a
I 008 II R042625 1123951o2o9o1o II 60.596
Owner Name and Mailing Address
IKEMP, MARIE S & RODRIGUEZ, STEVAN P
j112 NAVAJO RD
jCARBONDALE, CO 81623
Assessor's Parcel Description
(Not to be used as a legal description)
jSECT, TWN,RNG: 10-7-89
/SUB:SPRINGRIDGE RESERVE PUD, PHASE
)1 LOT:10 PRE:R042100 BK:1934 PG:607
jRECPT:724961 BK:1720 PG:770
/RECPT:681083 BK:1720 PG:768
)RECPT:681082 BK:1720 PG:766
http:/ /www.garcoact.com/assessor/parcel.asp?ParcelNumber=23951 02090 10
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7/9/2008
Parcel Detail Page 2 of4
IRECPT:681081 BK:1720 PG:764 I
IRECPT:681080 BK:1720 PG:761 I
IRECPT:681 079 BK: 1720 PG:759 I
IRECPT:681078 BK:1720 PG:757 I
IRECPT:681 077 BK: 1720 PG:731 I
IRECPT:681076 BK:1720 PG:710 I
jRECPT:681075 BK:1720 PG:702 I
IRECPT:681 073 BK: 1720 PG:696 I
jRECPT:681072 BK:1720 PG:693 I
jRECPT:681071 BK:1720 PG:673 I
jRECPT:681069 BK:1661 PG:345 I
jRECPT:668309 BK: 1652 PG: 180 I
jRECPT:666215 I
Location
Physical !221 SPRING VIEW DR GLENWOOD SPRINGS' Address:
)Subdivision: jjSPRINGRIDGE RESERVE PUD, PHASE 1 I
!Land Acres: 1)1.006 I
jLand Sq Ft: lo
I Section II Township II Range I
I 10 II 7 II 89 I
2008 Property Tax Valuation Information
II Actual Value II Assessed Value I
I Land: II 155,56011 45,nol
)Improvements: II oil oj
I Total: II 155,56011 45,110j
http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=23951 020901 0 7/9/2008
Parcel Detail Page 3 of4
Most Recent Sale
Sale Date: 115129/2007
Sale Price: 1/177,000
AdditionaLS_ales D~i~il
Basic Building Characteristics
Number of Residential lo I Buildings:
Number of Comm/lnd lo I Buildings:
No Building Records Found
Tax Information
\Tax Year\\ Transaction Ty~e Amount I
I 2007 II Tax Payment: Whole ($2,512.32)\
I 2007 II Tax Amount I $2,512.321
I 2006 II Tax Payment: Second Half II ($276.04)1
I 2006 II Tax Payment: First Half II ($276.04)\
I 2006 II Tax Amount II $552.08\
I 2005 II Interest Payment II ($0.15)\
I 2005 II Interest Charge II $0.15\
I 2005 II Tax Payment: Whole II ($5.00)\
I 2005 II Interest Payment II ($0.29)\
I 2005 II Interest Charge II $0.291
I 2005 II Tax Payment: Whole II ($9.52)\
I 2005 II Tax Amount II $9.52\
I 2005 II Tax Amount II $5.ool
http://www. garcoact.com/ assessor/parcel.asp ?Parce!N umber=23 9 51 02090 I 0 7/9/2008
DANIEl GAllAGHER, ARCHITECT
621 NORTH WINDSOR BlVD.
lOS ANGELES, CA 90004
347.234.3569
DGall agh er 19 59@ sbcg!obal.net
July 1, 2008
Re: Springridge Reserve
Rodriquez-Kemp Residence (lot 1 0)
Architectural Review Comments-Follow Up to May 11, 2008 Comments
Pions os submitted ore approved.
Dwg. AI
No comments.
Dwg. A2
No comments.
Dwg. A3
No comments.
Dwg. A4
·No comments.
Generol Comments
1. Provide site pion ond planting pion. Include elevations, contours, setbocks, driveway layout ond
moteriols. July 1, 2008-Approved os submitted.
2. Provide pions ond elevations of goroge. July 1, 2008-Approved os submitted.
3. Adhere to Section 4.06 of Architecturol Stondords for exterior lighting. July 1, 2008-Will
comply.
4. If o sotellite dish or ontennoe is plonned, provide locotion(s) per Section 4.08 of Architecturol
Stondords. July 1, 2008-None planned.
5. Exterior moteriols opproved os submitted.
Aug 18 08 04:35p
August 18, 2008
Marie Kemp
112 Navajo
bp-11073
Carbondale, Colorado 81623
p.1
.-... i ,_. !''
., ':·•:!::· ;·-i
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··")l."· i !.]--.:. -~\-,· .. ! •. -:;,
Job No. 107 0903
Subject: Observation of Excavation, Proposed Residence, Lot 10, Springridge
Reserve, Garfield County, Colorado
Dear Ms. Kemp:
As requested, a representative of Hepworth-Pawlak Geotechnical, Inc. observed the
excavation at the subject site on August 7, 2008 to evaluate the soils exposed for
foundation support. The findings of our observations and recommendations for the
foundation design are presented in this report. We previously conducted a subsoil study
for design of foundations at the site and presented our :findings in a report dated January
14, 2008, Job No. I 07 0903.
The proposed residence is essentially the same as that described in our previous report. A
detached garage is proposed just south of the residence. Spread footings sized for an
allowable bearing pressure of 1,000 psfwere assumed for the building support based on
our previous reconunendations.
At the time of our visit to the site, the foundation excavation fur the residence was mostly
completed and had been cut in multiple levels from Yz to 7 feet below the adjacent ground
surface. The steps between levels for interior pads and frost depth trench at the east side
were Y, to 2Y, feet high. The garage area was excavated in one level up to 3 feet deep on
the west side and filled up to about 4 feet deep on the east side. The soils exposed in the
bottom of the excavations consisted of stiff, porous and calcareous sandy silty clay. There
was loose material in footing areas that had not yet been compacted. Results of swell-
consolidation testing performed on samples taken from tile site, shown on Figure 1,
indicate the soils are moderately to highly compressible under conditions of loading and
wetting. A sample ofthe fill was detennined to have a moisture content of9.9% and a dry
density of 100 pcf No fi·ee water was encountered in the excavations and the soils were
slightly moist.
: 'i '.•.
Aug 18 08 04:35p
Marie Kemp
August 18, 2008
Page 2
p.2
The soil conditions exposed in the residence excavation are consistent with those
previously encountered on the site and can be used for support of spread footings
designed for the recommended allowable bearing pressure ofl,OOO psf. The soils are
compressible when welted that could result in settlement and building distress and
precautions should be taken to keep the bearing soils dry. An exploratory pit to evaluate
the depth of compressible soils was not dug but we expect the soils to be on the order of
20 feet deep based on our experience in this area. The existing fill in the garage area does
not appear to have been adequately compacted and should be removed down to the
natural soils and replaced compacted to at 95% of standard Proctor density at near
optimum moisture content. Loose disturbed soils in the footing areas should be removed
and the exposed soils moistened to near optimum and compacted. Other
recommendations presented in our previous report which are applicable should also be
observed.
The recommendations submitted in this letter are based on our observation ofthe soils
exposed within the foundation excavation and the previous subsurface exploration at the
site. Variations in the subsurface conditions below the excavation could increase the risk
of foundation movement. We should be advised of any variations encountered in the
excavation conditions for possible changes to recommendations contained in this letter.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
Steven L. Pawlak, P.E.
SLP/vam
attachments
Job No. !07 0903
Aug 18 08 04:35p p.3
I Moisture Content = 8.1 percent
Dry Density = 94 pcf
Sample of: Sandy Sil:y Clay
From: Residence, Northwest Corner
I
0 -I--r-.·
./" -1
~ v v 17 Compression
/ fupon '-wetting 2
3 \
\ 4
;j1 \ §
·;;
Ul 5
15. ' 1\ E
0
0 6 \
7
1\ ;
8
9 1\
10
'·
'
i I
O.i i.O 10 100
APPUEC PRESSURE-ksf
107 0903 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 1
HEP'NORTH:•PJlWI..AK Gl<OTECHN!Chl..
Aug ·; 8 08 04:36p pA
Moisture Content = 7.2 percent
Dry Density= 96 pcf
Sample of: Sandy Silty Clay
From: Garage, So~thwest Comer
0
1---1----r--[--1
f.-f--1--v~-'
2 ~ v .
'(' v Compression
upon
3 wetting
4 1\
\ I
5
' '
6
\ ' if. ' § 7
·u; I "' Q)
Ci 8 E ' 0
1\ ' 0
i
9
\ '
10
11 I
\ ' 12
13
1\
14
I
15 I
0.1 1.0 10 :oc
.APPLIED PRESSURE. ksf
107 0903 ~ SWELL-CONSOLIDATION TEST RESULTS Figure 2
HttPWORTt+?AWLAK GEO'I"S:CHNlCAL
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at £JZ"Z-/ s/'t'if;AJG--/C/0&-e Pie
Permit No. II os-3
I have this day inspected this structure and these
premises and found the following corrections needed:
•
;;:{all16r Re-lnspection
er(s"o.oo Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
D"• /Z: -Z-~ "' c:;g ~·
Buildinglnspector ~ ~
Phone (970) 945-8212
\.
COUNTY OF GARFIELD • BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Joblocatedat ~ .8~~/2.
Permit No. /A_,~'-"~'-'c ""----------------
I have this day inspected this structure and these
premises and found the following corrections needed:
Mcall for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at <"12..LI S/"A'lNG-/(Jt/19-/C-p_.R_,
Permit No. _LLo,·'-".5,_,3==------------
I have this day inspected this structure and these
premises and found the following corrections needed:
~for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date /Z-/:? 20 C7?
Building Inspector -~~~<:~ ... 0:::::::===--
Phone (970) 945-8212 /
\.
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at OJ Z Z I .sr:'A?//II(:;.X/L:J&% pt<_
Permit No. //0 s-..3
I have this day inspected this structure and these
premises and found the following corrections needed:
t/V2i "Tj::';e t-1 ;Z:: A~ 5 .s 77 c::_ c
/1114CC _o A P/?/f £ ..s;:'_s; £ Q
~I for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 2 -'2:...3 20 v8"'
Building Inspector -~~d~o>::::. :c:___.~~~· ~~"':::;·~~==-....._
Phone (970) 945-8212
COurHY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 0.?..?\ I ~e M.
PermitNo.~fut~0~~~3 __________________________ __
I have this day inspected this structure and these
premises and found the following corrections needed:
)(call for Re-lnspection
$50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date 0.. ~.So-ot 20 _____ _
Building Inspector ~&~·
Phone (970) 945-8212
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Permit No. 1/a ...,s-.3
I have this day inspected this structure and these
premises and found the following corrections needed:
?c"all for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date -1--~--2_2-__ -=.....--20 0 7
Building Inspector ---'=7""~e':::;;._~.f:M1,.,:::.::,~::2~~~:::::=,.-
Phone (970) 945-8212
\,
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at ___,0"-2""'--''Z~I--=~=--~'-"'-LbLC</t/2=-->G""----"'-t/_L!_.,~~k-)"""--
Permit No. !/co 3
I have this day inspected this structure and these
premises and found the following corrections needed:
p Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date ~1=-Z-~ 20 c5JL
Building lnspector:.:Z. ~~
Phone (970) 945-8212
No. __________ 21~10~5~3~~ · .A·~dsSor's Parcel No. 2395-102-09-01 v
Date 814/2008
~BUILDING PERMIT CARD
Job Address ___ _!!02f,2~1_,;S;ucpM;ri!!l"!99!±ric;l~ailllet!lil!l!r:,_. _~;G~W:!!iS~--------------------------<"'~-v;r .sn.N/t.
Owner ______ _,K"'e""m,p.,_/,_,Ro""d"'r,.ig,u,ez,__ _____ Address 112 Navajo C'dale Phone # 970-3Q9-7656
Contractor Owner/Paradise Bldrs Address same Phone # 970-6'i8-807S
Setbacks: Front ______ Rear -----RH _____ LH _____ Zoning ------::----
3 o '1-/ d9 s--'h IRC manu hm on unf bsmt w/ open & cov patios INSPECTIONS
Soils Test ·
Footing 8-19'-o(J =It) , Jl!3'/f.§Lo~ /'it£
Foundation 'l-<:.--o_K f,co
Weatherproofing -:;-:::::--=----,---=--:-:;::-:--c--
Mechanical / <:-3 1·-oS: £LV
. Electrical Rough (State) 11-Z-1{, -o S
Electrical Final (State) Z--1!:> 3
Final 4-~.Zf-L?j1Checklisj Completed? ~,:;.v.
Certificate Occupancy # (Od:3:-(p ·
Date ___________ _
Septic System # -----------
Date ----------------
Grout ----------=,..-c::;-c;---,--;;--
Underground Plumbing 7-ZC) --•-' 3" J?;ti
Rough Plumbing I Z: -i 7 -pB' 9:4
Framing r'Z-3(-D2 yu..:?
Insulation /-; 3 -tt>9 ~
Roofing---;"----:--:=---;::---=-..----
Drywall 1-1'3-o? ~ Final _______________ _
Gas Piping' IF/8-oS %J Other-----------------------
tcJ ;;;-q-os :/Jfl:?t?o ~~ tJf);r:;.g o ,og-7 ?-:-oCJ-7/ 'P~ ;':2-.3 o-&<6/( 3?UJ7° ~ Cj:: Jf?T; #;,i3_~ 4.--'i5 8
·A ·/) , INSIG-NIA z. 2. 3o 9 II?£ Sr'I?/NKJ.£/R. -f-7./l-o<J !few 8!(;(7.£tes _
(continue on back)
BUILDI G PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WilL NOT BE MADIE UNLESS
THIS CARD IS POSTED ONTHEJOB
Date Issued B·4·Q'B"--___ PermitNo.Uo5~3 ____ _
AGREEMENT
In consideration of the issuance of the permit/ the applicant hereby agrees to comply with all laws and regulations
related to the zoning, locationi construction and erection of the proposed structured for which this permit is
granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
u •• tOCJromo QnJl~-''''~ £mil ~\\os...,_ ____ . 13~
Addressor legal Description®\ 'B~f" -611\."S
owner ~JL~~~\)St contractor~fJ.JjSf h\~
Building PermitType_~~m}}fl...,L""-----------------------
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing . Driveway
""0-/'l'-6'3 9'~
Foundation I Grouting
'7~ -z_ -C? 25 yt:'-;!
Insulation I /5 0'? -7??<..!
Underground Plumbing Drywall /-1:5 ~77~
q -n-o£b ~
Rough Plumbing ;-c-/7-(;13 '!;<'<A/ Electric Final (by State Inspector) 1 z-1
(Prior to Final)
Rough Mechanical / z._-3/ o3 7 ~ Septic Final
di..!.
Gas Piping 1/-/8 oS "'('{tV, FINAk f; .. !"Sp;;«~/d-.v/1-ftro'
4--Z'?-09 ;7Zv.J
Electric Rou~tate Inspector)
# (You Must Call For Final Inspection) }?"5-M.,-. -tl ot-;rju.(oe
{Prior to Framing) Notes !;/SIGAI/A # zz.3o9
Framing ;z 3 ;-C/.8' ;7:?0
(to indud~ Roof in place & Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970-384·5003 Office 970-945·8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD ~:::oveDB ·«.4 ·08 sy :f JQf'ffln'IDl~
PROTECT PERMIT FROM WEATHER D MAGE
(DO NOT LAMINATE)
OJ?
. Pi' tJ:sr..o.
~tech
HEPWORTH-PAWLAK GEOTECHNICAL
January 14, 2008
Marie Kemp
112 Navajo
Carbondale, Colorado 81623
Hepworth-Pawlak Geotecht'lical, Inc.
5020 Coumv Rt)ad 154
GlemVO(ld s'prings. Colorado 81601
Phon" 970-945-7988
Fa" 970-945-8+54
email: h.pge\)@hpgeotech.com
Job No.107 0903
Subject: Subsoil Study for Foundation Design, Proposed Residence, Spring View
Drive, Lot 10, Springridge Reserve, Garfield County, Colorado
Dear Ms. Kemp:
AB requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study for design
of foundations at the subject site. The study was conducted in accordance with our
agreement for geotechnical engineering services to you dated December 11, 2007. The
data obtained and our recommendations based on the proposed construction and
subsurface conditions encountered are presented in this report. Hepworth-Pawlak
Geotechnica~ Inc. previously conducted a preliminary geotechnical study for the
Springridge Reserve Subdivision and presented our findings in a report dated June 22,
2004, Job No. 101 126.
Proposed Construction: The proposed residence will be one story precut wood frame
construction above a full basement. Ground floor will be slab-on-grade. The basement
level will daylight to the east. The building footprint will be about 2400 square feet. Cut
depths are expected to range between about 3 to 9 feet. Foundation loadings for this type
of construction are assumed to be relatively light and typical of the proposed type of
construction.
If building conditions or foundation loadings are significantly different from those
described above, we should be notified to re-evaluate the recommendations presented in
this report.
Site Conditions: The site was vacant and covered with a few inches of snow at the time
of our field exploration. Vegetation consists of grass and weeds. The site is located on the
downhill side of Dry Park Road and the ground surface slopes down to the east to Spring
View Drive. Elevation difference across the building area is about 10 feet.
Parker .303-841-7119 • ColoradoSprings 719-6.33-5562 • Silverthorne 970-468-1989
- 3 -
Floor Slabs: The natural on-site soils, exclusive oftopsoil, are suitable to support lightly
loaded slab-on-grade construction. The sandy silty clay soils are compressible when
wetted which could result in some slab settlement and distress if the bearing soils become
wet. 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 less than 50% passing 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 and topsoil.
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.
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 each level of excavation and at least I foot below lowest adjacent fmish
grade and sloped at a minimum I% 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 of2 inches. The
drain gravel backfill should be at least I \1, feet deep. An impervious membrane such as
20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to
the foundation wall with mastic to prevent wetting of the bearing soils.
Surface Drainage: The following drainage precautions should be observed during
construction and maintained at all times after the residence has been completed:
Job No.l07 0903
~tech
-5 -
This report has been prepared for the exclusive use by our client for design purposes. We
are not responsible for technical interpretations by others of our information. As the
project evolves, we should provide continued consultation and field services during
construction to review and monitor the implementation of our 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
engmeer.
If you have any questions or if we may be of further assistance, please let us know.
Respectfully Submitted,
HEPWORTH -PAWLAK GEOTECHNICAL, INC.
)
Louis E. Eller
Reviewed by:
Steven L. Pawlak, P.E.
LEE/vad
attachments Figure I -Location o
Figure 2-Logs of Exploratory Pits
Figures 3 through 5-Swell-Consolidation Test Results
Table 1 -Summary of Laboratory Test Results
cc: G.M. Johnson Construction-Attn: Gary Johnson
JobNo.l070903
~tech
0
5
10
LEGEND:
PIT 1
ELEV.= 112.0'
WC=9.7
DD~94
-200~70
PIT 2
ELEV.= 119.5'
wc~11.2
00=88
PIT3
ELEV.= 110.0'
WC~9.1
DD~99
TOPSOIL; organic sandy silt and clay, upper 10 inches frozen, brown.
0
5
10
CLAY (CL); silty, sandy, medium stiff, slightly moist to moist, reddish brown, low plasticity, porous, slightly
calcareous.
2" Diameter hand driven liner sample.
NOTES:
1. Exploratory pits were excavated on December 27, 2007 with a Cat 304C trackhoe.
2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Figure 1.
4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method
used.
5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between
material types and transitions may be gradual.
6. No free water was encountered in the pits at the time of excavating. Fluctuation in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pel)
-200 = Percent passing No. 200 sieve
107 0903 c~£tech
He worth-Pawlak Geotec:hnlcol
LOGS OF EXPLORATORY PITS Figure 2
',: . Moisture Content = 11.2 percent
Dry Density = 88 pet
Sample of: Sandy Silty Clay
From: Pit 2 at 8 Feet
0
1 -v Compression f--upon
2 ( 1--wetting
?{!.
<::
0 ·u;
UJ 3 i':'
0. 1\ E
0 u
4
5 \
\
6
7 1\
\
8
(I\
\
9 !\
10 D
0.1 1.0 10 100
APPLIED PRESSURE-ksf
107 0903 G~£tech SWELL -CONSOLIDATION TEST RESULTS Figure 4
HeD"worth-Powlak· Geotechnical
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 1 Job No. 107 0903
SUMMARY OF LABORATORY TEST RESULTS
SAMPLE LOCATION NATURAL NATURAL GRADATION PERCENT ATIERBERG UMITS UNCONFINED
MOISTURE DRY GRAVEL SAND PASSING UQUID PLASTIC COMPRESSIVE SOIL OR PIT DEPTH CONTENT DENSITY NO. 200 UMIT INDEX STRENGTH BEDROCK TYPE (%) (%) SIEVE
(fl:) (%) (pcf) (%) (%) (PSF)
1 4 9.7 94 70 Sandy Silty Clay
2 8 11.2 88 Sandy Silty Clay
3 5112 9.1 99 Sandy Silty Clay
c