HomeMy WebLinkAboutApplication-PermitGarfield County
Building & Sanitation Department
108 8th Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. C i%40
Job Address GR( fir' r t-tr- 1 J r, C d( 3
Nature of Work citron
Permit spit 4' ^ (E(s � C.&,
4401
"' 1 Use of Building )J ron C )nl.rL�, / a r� k ec" (� c
Owner b t n nc l �Y IIL II Y L(�t1���
4tC
Contractor r>. smrva>-
Amount of Permit $
a391 -391 -Da - r
Date `)-9-bc.
Clerk c2h3,pv_,
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Ta
GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 W' Street, Suite 201, Glenwood Spring.. CO 81801
Phone: 970-945-8212 / Fu: 970-984-3470 / Inspection Line: 970-384-5003
Permit No: 9 Oma' c
Job Address: a 8 g
S LA2itsPu2 DQ
Parcel/Schedule No:3q /342 /oao'e
CAR QoN�ac� CCS R 1&23
1 Lo[ No: 7 46 Block No: Subd. /D_ a 1 SEExemption:k 2 i
2
wner: cl 06010.10AddressaISR"serr
+ (V1r�ufA
RD
CAC Soto flAW Co
Ph:
q70 gips 065/3
WPh:
slat •3
3
Contractor
Cs P&Ec C R90 6Itt0C.O
Address: ,1 U1KBod��:
215" Rw6Srr OGA
963 06113
Lie. No.
S`
4
Architect/Engineer:
M1tG6 er.+<- SocaA-TE7ts
Address: Sao IAA no `sr
, c+ltKoounace co.
Ph:
963 y61'3
Llc. No.
426317
5
Sq. Ft. of Building:
/
v
Sq. Ft. of t
f
86651
Height: / A
�
No. of Floors::
IU Use of B tiding:
7
r"—
:escribe Work:
8
Class of Work: $1, New
❑
Alteration o Remove
Addition U Move
9
10Driveway
0 Garage: 0
✓ Doule
Carport: No U Single
J Double
Permit • On -Site Sewage
/re. Disposal
LiSite Plan 578
vv
11
Valuatio of4VOrk: $
Adjusted Valuations.
S
12
Condltio ,4,.A,e .
tiO/E : bi, c.0 .
•r- sa.wa-- f •Ar. pd . utzek,
frits . 44004E.iucit Be._eLT.
liTVO A
A
ISSUED
THIS
AUTHORIZED
CONSTRUCTION
PERIOD
I
APPLICATION
PROVISIONS
COMPLETED
GRANTING
'TO
LOCAL
OF
SEPARATE
HEREBY
VIOLATE
i:.
NOTICE
ELECTRICAL PERMIT IS REQUIRED AND
BY THE STATE OF COLORADO
PERMIT BECOMES NULL AND VOID 1F WORK OR
IS NOT COMMENCED WITHLN 180 DAYS.
OR WORK IS SUSPENDED OR ABANDONED
OF 180 DAYS AT ANY TIME AFTER WORK IS
CERTIFY THAT I HAVE READ AND EXAMINED
AND KNOW THE SAME TO BE TRUE AND
OF LAWS GOVERNING THIS TYPE OF WORK
WITHIN WHETHER SPECIFIED HEREIN
OF A PERMIT DOES NOT PRESUME TO GIVE
OR CANCEL THE PROVISIONS OF ANY OTHER
LAW REGULATING CONSTRUCTION OR E PERFORMANCE
'N • Ur - .N /
MUST BE
CONSTRUCTION
OR. IF
FOR A
COMMENCED.
THIS
CORRECT. ALL
WILL BE
OR NOT. THE
AUTHORITY
STATE OR
04.
Plan Check Fee
yTT /.�
'/
! �� •7�i
Permit Fee:
�.j�
Fted•A:
/./�
�1 lacitiv-'
r /•
�ed �t
5
Total Fee:
7 !1 " ., 4
t
Dated Permit Issued:
1Const.
i/
V"� 10•�
I i4 J -I 1n .73
OCC Group:
t RC
Type:
Zoning:
Setbacks:
(y
erg` - o'e.IOblab
Manu. Home:
00
S -d Co
161:15 No. & Fee: •
SnA— ru-iPet
•,L
i^�. i, ER
, ' z
^fes `—DA_TE-,
`, Z 17.0F ert i
NO. DEn.%N
BLDG 1 • I PLNG. DEPT.
APPRO /DATE APPROVAL/DATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER Tt) CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT. THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30 28.201 CRS AS AMENDED THE SIGNER FURTHER AGREES
THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION. ERECTION CONSTRUCTION. AND USE OF THE
ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME
NULL AND VOID THE ISSUANCE OF A PERMT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS. SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING
BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF
THIS JURISDICTION THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES THE RESPONSI
BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT. DESIGNER. BUILDER.
AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST
Garfom.003ITI�
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINALI
J�e
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, 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 stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
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, anchor State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(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
Certificate of Occupancy for the dwelling under building permit # `I(�
Signature
BpcontOct2004
01010 \plo
Date
A ? -
?ci)uu3e0 @Gag. 4.4.4 ChJ.
VALUATION/FEE DETERMINATION
Applicant a . vIMCO Subdivision OFR+SC PNMC*
Address 09 % La « Cct.A41D C • Lot/Block /A
Date 2-27-Olo Contractor owrye- f
Finished (Livable Area):
Main Zg50
Upper
Lower
Other
Total Square Feet
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Valuation FAC
Crawl Space:
Valuation z`)50
Decks/Patios:
Covered
Valuation 39 2 + Z"I
Open
Valuation
Total Valuation
/5120
ZZic5c zaoso
94r8 quo
4(572
O.W
Ps ? 2S40.89
><IU it /ozl.tg44cO )421. 14
(Zisµo !419.70
, Applicant 3/#r/C0
Address 60 tL #tje p -r1 hr .
Date 2-21—O(o
Finished (Livable Area):
Main Z`15O
Upper
Lower
Other
Total Square Feet
Valuation
Subdivision r S€ Prestilt
Lot/Block
Contractorrre-o w. C
7 4S 4 IA, 611
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
o Y' _
3n t 7A
141 --'
/x/966" ao
/size
zz.os0
cfSli
41757$
Total Valuation p a 7 B w
01? -115 -vv. ob
Ens Wu) Z940.89
us,.r Fc f lout,tq+40o j421. N
Q l tt7 $ W 3«
b$44-9 i4Jq.70 €- as 4
S-ttcx
VALUATION/FEE DETERMINATION
Applicant ' .3N4ilcO Subdivision CWSC Prt744
Address 60 : f,, C -Ac <lV.A./ D r . Lot/Block licc
Date 2- 27--o6, Contractor o re,r
Finished (Livable Area):
Main Z`)50
Upper
Lower
Other
Total Square Feet
Valuation
745 i 71.68 2-- / ,
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
ge4o Yes
2c) 50 V 5
39z f Z�
Total Valuation
/6, /2C
ZZ, 050
94PS
(P-1/ 5v y ob
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
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. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
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.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
1
• Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line
and original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house -rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind
speed, wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the 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 &t 'rnt
2. Does the site plan also include any other buildings on the property, 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 located on a corner lot. Special
setbacks do apply.
Yes e t -e•-,
3. Does the site plan include when applicable 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?
Yes de, ,t; i
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property?
yes ad, re-..C..
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the 1RC or per stamped engineered design?
Yes e +� n'`••c-
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes Q n-. C
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and soffits?
Yes a& 'Tine --
8. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes aei r`r'e.Ci
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes et rer•C>
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roofrafters or joists or trusses?
Yes 'N ' t-
11. Does the building section drawing or other detail include the method ofpositive connection of
all columns and beams?
Yes CO, 'ThinC_d
12. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flat roof'? (Building height measurement usually not to exceed 25 feet)
Yes ca. n'^c.
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase 11 EPA certification?
Yes No eii'-''`C/
3
14. , Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC?
Yes No 'Thr"
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the IRC?
Yes dt fly No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes Cad ns -v% Ci No
17. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these areas?
Yes Cann Ci No
18. Is the location of all natural and liquid petroleum gas fumaces, boilers and water heaters
indicated on the plan?
Yes ez n^ Ci No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes ea. (-me...) No
20. 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 permit? The building permit application will not
be accepted without it.
Yes l Ai "1�'�C/ No
21. Will this be the only residential structure on the parcel?
YesC _ {1 No If no -Explain:
22. Have�twon(2) complete sets of construction drawings been submitted with the application?
YeslJ.:..-Yr ,
23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft.
long?
Yes No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes 0,C, No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes CL. CMAI No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes e %C9 No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes lie, CMCJ No
28. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
buildin permit?
Ye , (The-, No
29. 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 from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to 384-5003.
Yes CC,^MG No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.00 re -inspection fee?
Yes (;t✓-tc CJ No
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occu ancy of the building?
YesC(, ^cnC/ No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC?
YesQ& n'eNC/ No
5
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes CC r`mG No
34. 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 the person performing the work will be
required at time of applicable inspection.
Yes CC,. ' trcQ No
35. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcen Number for the lot you are applying for this permit on prior to submittal
of a building permit application? Your attention in this is appreciated.
Yes �C, -NI\ C/ No
36. Do you know that the local fire district may require you to submit plans for their review of
fire safety issues? Yes CO 'SCJ No (please check with the
building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit?,r ~
Ye
I hereby acknowledge that I have read, understand and answered these questions to the
best oJ,my abjilty.
o4oka Loop
Signature of Owner Date
Phone: to I $/1 O.
— 3 4 g 1 (days);
960 3 —C 0 93 (evenings)
Project Name: Lot obi nCl C fn -e CO.(C
Project Address: AB La.rKs p tvy- Drive, Cbond4k Cp V (0a3
Notes: If you have answered "No" on any of the questions, you may be required to provide this
information at the request of the Building Official prior to beginning the plan review process. 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
6
PLAN REVIEW CHECKLIST
ApplicantCtfOI>f'%�Q Date Z'Z!y Cfr
Building
Engineered Foundation Property ne Setbacks
dA, Driveway Permit 30ft Str.. Setbacks
..0"*--9A%rreyettSite Plan Dalt/R P Flood 'lain
,U4. Septic Permit and Setbacks Buil. ng Height
'-et-rade/Topography 30%
-tach Residential Plan Review List c
inimum Application Questionnaire OA/DRC Approval 5706.4. b 4
✓ Subdivision Plat Notes rade/Topography 40%
AM'Fire Department Review Planning Issues
Valuation Determination/Fees Subdivision Plat Notes
Planning/Zonin
Zo
R
ng Sign -off
d Impact Fees
Red Line Plans/Stamps/Sticker
✓Attach Conditions
✓ Application Signed
Plan Reviewer To Sign Application
Par Schedule No.
40# Snowload Letter- Manf. Hms.
dSoils Report
GENERAL NOTES:
Sep 03 04 O4:3Op G Consulting 9703284454 p.1
• cerise ranch design review
board
memorandum
To: Charles and Martha Capobianco
From: Terri -Ann Giandomenico (970) 376-2263
CC: Jeff Spanel, Art Kleinstein
Date: 11-30-05
Re: Cerise Ranch, Lot #48
DRB Submittal Review
Via: Fax, US Mab
Wintergreen Homes, LLC
77 Metcalf Road. Box 1530
Avon, Colorado 81620
970/949-4120
Fax' 970/949-9940
Thank you for your submittal. We have reviewed the Lot #48 submittal package, drawings. catalog
sheets and colors. All have been reviewed and approved.
Please remember:
Working hours are from 9am to 5 pm Monday through Friday
No dogs are permitted on the jobsite
Keep the road clear of construction debris and dirt
We have included a stamped "reviewed" set for your files.
If further information is required, please feel free to contact me.
Tern -Ann (970) 376-2263
Cc Andy Schwaller- Garfield County
This document may contain PRIVILEGED and/or CONFIDENTIAL information intended ONLY for the use of the specific
individual or entity named above. II you are not the intended recipient, you are hereby notified that any unauthorized
dissemination or copying of this document or The Information contained in it is strictly prohibited. If you have received
this document in error. please notify the sender al once by telephone and return the original document to the above
address via the US Postal Service. Thank you.
COLORADO DIVISION OF HOUSING
Correction Notice
PROGRAM' HUD FB FBBR ' MHIP Dealer M -F Date
Type of Inspection ' C_
C_
Name and Address 7 Lc., r'r c 7 r
Model/Serial # PA#
Installer
7r:
• Sheet__ o
t << ID#
--�Ce,v�o�r
, �_a� �`c Phone
FB# Date Built
Contact y_
Name /: .. /1. 00_1_ LI I ki
Cert. Insp.
Phone
[ ] Re -Inspection required on units . You shall notify the Division of Housing when corrections are completed.
'(Re -Inspection is not required
[ ] A written response to the noted deviation(s) is required by
Address response to the inspector of record.
If response is not received by the date above, an additional inspection fee may be assessed.
Violation
Code reference
DOH Inspector
Inspector Telephone #
[ ] Billed
S ' 2 '-i i
Signature P
r
1313 Sherman Street, Room 321, Denver, Colorado 80203 PHONE# 303/866-4656 FAX# 303/866-3072
cormoao.ror
y n� t
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/,Ul
tr orC( d./Zinc
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7 /
rent
7-/Vne,607
DOH Inspector
Inspector Telephone #
[ ] Billed
S ' 2 '-i i
Signature P
r
1313 Sherman Street, Room 321, Denver, Colorado 80203 PHONE# 303/866-4656 FAX# 303/866-3072
cormoao.ror
GeHc�tech
. HEPWORTH-PAWLAK GEOTECHNICAL
Hepworth•Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone. 970-945-7988
Fax: 970-945-8454
email: hpgeoOhpgectech.com
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT 48, CERISE RANCH
GARF1ELD-COUNTYjCOLORADO _ _
JOB NO. 105 755
SEPTEMBER 30, 2005
PREPARED FOR:
CHARLES CAPOBIANCO
215 RABBIT ROAD
CARBONDALE, COLORADO 81623
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989
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-
FLOOR SLABS -S-
UNDERDRAIN SYSTEM -6-
SURFACE DRAINAGE - 7 -
LIMITATIONS - 7 -
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - SWELL -CONSOLIDATION TEST RESULTS
TABLE 1- SUMMARY OF LABORATORY TEST RESULTS
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residene to be located on
Lot 48, Cerise Ranch, Garfield County, 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 Charles Capobianco dated August 29, 2005.
A field exploration program consisting of exploratory borings 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 single story, wood frame structure over a crawlspace
with an attached garage and be located roughly in the area of the exploratory borings
shown on Figure 1. Garage floor will be slab -on -grade. Grading for the structure is
assumed to be relatively minor with cut depths between about 3 to 5 feet 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. 105 755
-2 -
SITE CONDITIONS
Lot 48 is located at the northwest (uphill) side of Larkspur Drive. An abandoned
irrigation ditch crosses through the north part of the building envelope and an active ditch
is located further uphill to the north. The ground surface in the proposed building area is
relatively flat with a gentle slope down to the southeast, towards Larkspur Drive. A very
steep, southeast facing hillside is located beyond the building envelope in the northern
part of the lot Eagle Valley Evaporite bedrock is exposed at the base of the steep
hillside. Vegetation consists of grass and weeds.
SUBSIDENCE POTENTIAL
Bedrock of the Pennsylvanian age Eagle Valley Evaporite underlies the Cerise Ranch.
Subdivision. These rocks are a sequence of gypsiferous shale, fine-grained sandstone and
siltstone with some massive beds of gypsum and limestone. There is a possibility that
massive gypsum deposits associated with the Engle Valley Evaporite underlie portions of
the lot. Dissolution of the gypsum under certain conditions can cause sinkholes to
develop and can produce areas of localized subsidence. During previous work in the area,
sinkholes and large depression areas were observed in Cerise Ranch Subdivision. These
sinkholes appear similar to others associated with the Fagle Valley Evaporite in areas of
the Roaring Fork Valley.
Sinkholes were not observed in the immediate area of the subject lot No evidence of
cavities was encountered in the subsurface materials; however, the exploratory borings
were relatively shallow, for foundation design only. Based on our present knowledge of
the subsurface conditions at the site, it cannot be said for certain that sinkholes will not
develop. The risk of future ground subsidence on Lot 48 throughout the service life of
the proposed residence, in our opinion, is low; however, the 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. 105 755
-3 -
FIELD EXPLORATION
The field exploration for the project was conducted on August 31, 2005. Two exploratory
borings were drilled at the locations shown on Figure 1 to evaluate the subsurface
conditions. The borings were advanced with 4 -inch diameter continuous flight augers
powered by a thick -mounted CME -45B drill rig. The borings were logged by a
representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with a 2 inch ID. 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 Logs of Exploratory Borings, Figure 2. The samples
were returned to our laboratory for review by the project engineer and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2.
The subsoils, below about to 1 foot of topsoil, consist of 51r4 to 61/2 fret of relatively
firm, silty sand and clay soils overlying soft/wet clays. Dense gravel alluvium was
encountered at depths of 17 and 25 feet in the borings down to the maximum explored
depth of 28 feet in Boring 1. Drilling in the dense gravel alluvium with auger equipment
was difficult due to cobbles and boulders and drilling refusal was encountered in the
deposit
Laboratory testing performed on samples obtained from the borings included natural
moisture content, density, percent finer than No. 200 sieve (silt and clay fraction)
gradation analyses and unconfined compressive strength. Results of swell -consolidation
testing performed on relatively undisturbed drive samples of the shallow sand and clay
Job No. 105 755
-4 -
soils, presented on Figure 4, generally indicate low to moderate compressibility under
conditions of loading and wetting. The sample from Boring l at 5 feet showed a low
collapse potential (settlement under a constant load) after wetting. Unconfined
compressive strength test results indicate a value of 1,100 psf for the deeper sandy clay
soils. The laboratory testing is summarized in Table 1.
Free water was encountered in the borings at depths of 101A and 11 feet when checked 13
days following drilling. The subsoils above the water level were slightly moist to moist.
FOUNDATION BEARING CONDITIONS
The upper sand and clay soils are compressible under light loading and are soft below a
depth of about 5 to 7 feet. Spread footings placed on these soils appear feasible for
support of the proposed residence with some risk of settlement. Excavation depths should
be kept relatively shallow to avoid the deeper soft and wet soils. Deep foundations (such
as piles) that extend down to the dense gravel alluvium encountered at depths of 17 and
25 feet in the borings would provide a relatively high load capacity with low settlement
risk. We should be contacted if a deep foundation is considered. Fill placed to level the
building site should be kept to about 4 feet deep or less to reduce the potential for
excessive building settlement
Free water was encountered in the borings between depths of 101/2 and 11 feet when
checked 13 days following drilling. Groundwater levels could rise during seasonal peak
runoff and field irrigation. Water seepage could be encountered during construction and
excavation dewatering could be needed.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsurface conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with spread
footings bearing onthe natural subsoils_
Job No. 105 755
-5-
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the undisturbed natural subsoils should be designed for
A
an allowable bearing pressure of 1,200 psi. Based on experience, we
expect settlement of footings designed and constructed as discussed in this
section will be up to about 2 inches and be differential across the building.
2) The footings should have a minimum width of 20 incheifor continuous
walls and 2feeifor 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 reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least 14
feetisfos walls acting as retaining structures should also bei
designed to resist lateral a lateral earth pressure corresponding to an
equivalent fluid unit weight of at least 55 pcf.f
5) Topsoil and any loose or disturbed soils should be removed to expose
relatively firm bearing soils. The subgrade in footing areas should then be
moistened and lightly compacted as needed. Excavations should not be
deeper than about 5 or 7 feet below existing ground surface to avoid
encountering soft soils.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on -grade construction. The upper sand and clay soils are compressible and there could be
some long-term slab distress. To reduce the effects of some differential movement, non-
structural floor slabs should be separated from all bearing walls and columns with
Job No. 105 755
-6 -
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. A vapor barrier could be used to reduce moisture migration up
through the floor slab..
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 granular soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Free water was encountered below recommended excavation depths during our
exploration, however, it has been ow 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 or crawlspace 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 1 foot below lowest adjacent finish
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 1'A feet deep. An impervious membrane such as
20 mil PVC should be placed beneath the drain gravel in a trough shape and attached to
Job No. 105 755
-7 -
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:
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
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 6 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 about 2 feet of the on-
site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of all
backfill.
5) Landscaping which requires regular heavy irrigation should be located at
least 5 feet from foundation walls.
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 borings drilled at the locations
indicated on Figure 1, the proposed type of construction and ow experience in the area.
Our services do not include determining the presence, prevention or possibility of mold or
Job No. 105 755
-8 -
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 borings 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.
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
engineer.
Respectfully Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Daniel E. Hardin, P.E.
TLK/dU
Job No. 105 755
APPROXIMATE SCALE
1'=100
EXISTING
IRRIGATION
DITCH
105 755
sztech
Hvwa h.PwwwcG
LOCATION OF EXPLORATORY BORINGS
Figure 1
Elevation - Feet
•
6360
6355
BORING 1
ELEV.=6360'
18/12
9/12
srr WC=13.4
^' DD=107
r J
63.50 ' 4/12
13 r WC=25.4
DD=101
• -200=80
3al UC=1100
6345 4/12
I
= 6340 6/12
1
I
6330
•
BORING 2
ELEV.= 6359'
13
0
10/6,152
4/12
WC=12.9
DD=112
1/12
WC=24.6
DD=103
-200=86
6/12
Note: Explanation of symbols is sham on Figure 3.
6360
6355
6350
6345
6340
6435
6330
Elevation - Feet
105 755
ce8tact,
F411TVORMPAYILAR GICITITORICJJ.
LOGS OF EXPLORATORY BORINGS
Figure 2
LEGEND:
2 TOPSOIL; sandy silty clay, organic, firm, slightly moist brown.
I
C-
I
SAND AND CLAY (SC -CL); silty, scattered gravel, medium dense/stiff, slightly moist to moist light brown, slightly
calcareous.
CLAY (CL); sandy, silty, soft, moist to wet below water level, brown to grey black, organics.
GRAVEL (GM); sandy, silty, with cobbles and small boulders, dense, wet, brown.
Relatively undisturbed drive sample; 2 -inch I.D. California liner sample.
Drive sample blow count; indicates that 18 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
Free water level in boring and number of days following drilling measurement was taken.
Depth at which boring had caved when checked on September 13, 2005.
Practical drilling refusal.
NOTES:
1. Exploratory borings were drilled on August 31, 2005 with 4 -inch diameter continuous flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site plan
provided.
3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided
and checked by instrument level.
4. The exploratory boring 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 boring logs represent the approximate boundaries between
material types and transitions may be gradual.
6. Water level readings shown on the logs were made at the time end under the conditions indicated. Fluctuations in
water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pcf)
-200 = Percent passing No. 200 sieve
UC = Unconfined Compressive Strength (psi)
105 755
Ga h
HrWGRIMPAW/LAA GEOTIONICAL
LEGEND AND NOTES
Figure 3
Compression %
Compression %
0
1
2
3
4
0
1
2
3
4
Moisture Content = 13.4 percent
Dry Density = 107 pcf
Sample of: Sandy Clay
From: Boring at 5 Feet
ciNN\
Compression
upon
wetting
0.1
1.0 10
APPLIED PRESSURE - ksf
100
Moisture Content = 12.9
Dry Density = 112
Sample of: Sandy Clay
From: Boring 2 at 5 Feet
percent
Pnt
No movement
upon
wetting
0.1
1.0 10
APPLIED PRESSURE - ksf
100
105 755
Itrw.W ntPAWLAK GmTmnCAL
SWELL-CONSOLIDAT10N TEST RESULTS
Figure 4
SOIL
TYPE
Sandy clay
Sandy clay II
Sandy clay
Sandy clay II
UNCONFINED 1
COMPRESSIVE
STRENGTH
(PSF)
8
ATTERBERG LIMITS I
io0.
Z a
LIQUID
LIMIT
(%)
PERCENT
PASSING
NO. 200
SIEVE
80
1/40
co
GRADATION _
0
JLLIa
K 6
U
NATURAL
DRY
DENSITY
(an
' 107
101
N
.-i
£OI
NATURAL
MOISTURE
CONTENT
(%)
e Cr
cnvl
.-+ N,-.
0%
N
\0
4
N
SAMPLE LOCATION
DEPTH
(ft)
5
10
v1
0
i 2
—
I2
COUNTY OF GARFIELD - BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at Cony e
Permit No. `%FVO
I have this day inspected this structure and these
premises and found the following corrections needed:
ti
. -en,
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970-384-5003.
Date 57-25-:e6 20
Building Inspector --9/4 , %moi
Phone (970) 945-8212
No `"-"T 8`TC)
Job Address CMC.' C,
Owns _ ,lYJI• S
Contractor A.J1R4-S\
Assessor's Parcel Nor39 I -331 -0,9-OW
p Date 3-9-�C�,
BUILDING PERMIT Corn) (0 l C4 S
Lt _e.i /it. ressrDflit-` / l Phone #��\
Address Phone #
Se acks: Front Rear
J
Cro-/'\c� -r3
Soils T st�I^, Weatherproofing
Footing 3 - 7 -PG act/1k_, Mechanical
Foundation '1 /O-O/o T il Sons 14-.6. 11-Z45wu/T Electrical Rough (State)
Grout Electrical Final (State)
Underground Plumbing -9,1Y-m-Final /7't i IChecklist�ol]ypl�ted?�_
Rough Plumb Certificate Occupancy# 1 ��ff��
4 -Framing 7-- CG ?!in- Date W-/7- 06
Insulation 717-'06 D2 -ori' Septic System #
Roofing Date
Drywall 7-2.5"--C6 Final
Gas Piping 7-a7-06 &lQ- Other
RI -I LFI Zoning
INSPECTIONS
v ) �/ ( ( a ^�� NOTES
? /72 /3 ,n , -/IS:e//
�-# /CO /5-73
EXTERIOR
Address No.
Drainage
Decks -support 8 clearance to wood
Decks -stairs 8 rails
Exterior locks
Flashing around doors & windows
Insect screens
�d-;.-free-di 3 -a6
FINAL CHECKLIST
MECHANICAL ROOM
Boiler
Hot water
F A. gas/oil
Floor drain
Clearance
(continue on back)
STAIRWAYS
Headroom (613") V
�/
Air con system
V' Hot water heater
Combustion air
Gas piping, valves
LPG Drain
FIREPLACE/STOVE
Clearance to combustibles
Termination of chimney
Combustion air
V Hearth (12" or 20" on sid
/ Glass doors
'Vi Codified by
INTERIOR
GARAGE
Fire wall separation
Service doors -13/4" min
V/
Door (20 min ) w/auto closer -1 S" mm.
Mech equip. 1d" above floor
No opening into sleeping area
BASEMENT -CRAWL AREA
Access
Insulation
Headroom/Stairs
Ve atwn
ete
1//
V
,Ve6 /15-v
5-.2Se
NEd ao6
c,
xitgoa,
f So
REMARKS
Railing 8 guardrails
Width
Rise 8 run
KITCHEN
Clearance above grill
Exhaust fan
Broiler exhaust (1 hr. chase)
BEDROOMS
Egress
Smoke detector
BATHROOMS
Exhaust Ian
Shatterproof glass
OTHER
.621.4 Si/ oq-o 6
an# so99Go
iv
41
. INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued ii.....Zoned Area Permit No l
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure 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
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Usel Cs#
Address^or Legal Description_
Owneta.pab/anes, Chirlpgontractorbtalntr
e_41- Cott
Setbacks Front Side
Side
Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final I ection
TH IS if A Md,uu i-a� hbri« C` . G.. ono 4
INSPECTION RECORD
f
Footing 3/9-i 10 (0l%
Driveway
Foundation t/-/0-, 67, ---
Underground Plumbing A/Ai
Insulation 7-17-069-7.
Rough Plumbing 7.,,s -t 06
Drywall 7.2 scce Jaeaz
Chimney & Vent 7.z7
Electric Final to spectorlg/j% 4f
Gas Piping 7 —A7_06_jj
Final x_/7-06 2$?
Electric Rough oh? eat Fi j S/y46
Septic Final
Framing 7- a rtes —Sfh l+pffl
(To include Roof in place and Wind
and Doors installed).
f Notes: sea„ 44...5 411-0-00,—
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado
APPROVEDDO NOT DESTROY THIS CARD
0ate34o( By
IF PLACED OUTSI E - COVER WITH CLEAR PLASTIC