HomeMy WebLinkAboutApplication- PermitIBEST COPY
1
GARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 8th. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
INo. 8480
Job Address 0 3 ;4uz b'�.G(. / 4 �..cr'N- ..d (24.l�14s, c.ei-Egts..z
Nature of Work Building Permit
Use of Builin
Owner
Contractor
Amount of Permits p(0
Date
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
OARFIELD COUNTY (GLENWOOD SPR1NOS), COLORADO
TELEPHONE: (970) 9454212
1
PERMIT NO.
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INSPECTION LINE: (970)384-5003
PARCEL/SCHEDULE NO.
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YOB ADDRESS: 033 /
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NOTICE
A SEPARATE ELECRR1CAI. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK Ott CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR 7 CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXMCINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
OOVFRNLNGTHiS TYPE OP WORK WILL BE COMPLIED WTTH WHETHER SPECIFIED
RERUN OR NOT. THE (3IANI'LNG OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER. STATE OR
LOCAL LAW REGULATING COI,: ON OR THE PERFORMANCE OF
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PLAN CHEM FEE:
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PERMIT FEE:
/40.57..76'''
TOTAL FEE: DATE PERMIT ISSUED;
Z$ 52. i 29
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AGREENIENT
37
PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDIOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRLVT THE STRUCTURE
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF TIM ISSUANCE OP THIS MUM', THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND IAN) USE REGULATIONS ADOPTED 1
GARFIELD COUNTY PURSUANT TO AIJT iORIIY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FLBTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FUM:
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF TEE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FR(
THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TIT£RFAF ER REQUIRING T
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CURRIED ON THEREUNDER WHEN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
TTM REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF Al
RESPONSIBQ.II1ES O1[ LIABBSTIFS BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR. DISCREPANCIES. THE RESPONSIBILITY FOR. MESE II -MS AND LMPL MENTAnt
DURE.NG CONSTRUCTION TRESIS SPECIFICALLY WITH THE ARCHITECT. DESI( 4FR BUHDEA AND OWNER. COMMENTS ARE INTENDED TO 'SERVATTVE AND L4 SUPPO
OF THE OWNERS N EREST.
Geda .003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. �1, [I70L)
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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. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water,
non-absorbent floors and walls finished and a privacy door;
5. AlI steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1997 UBC 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.
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 # ?gem
Signature
bpcont
7~z -(1-0z
Date
VALUATION/FEE DETERMINATION
Applicant _ ; .,�� Ro bre. Subdivision At1 k rS Orc kc‘r&
Address ' Abe/ LAre Lot/Block 'Tow+ .35 R Arlgees 0 Tc G.afc{
Date $2,-5OZ. Contractor O U'-) v1e r
Finished (Livable Area : w G Q ��
Main 1$
ip
Upper
Lower
Other
Total Square Feet
Valuation
Basement:
Unfinished ►$04 Pi 4)
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
13 444
Valuation 400 o 1g iO, d0O
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
x-7o►z
1540
32)40
Total Valuation 2,) 040
Building Permit Fee PA' 37:76
Plan Review Fee / 0 6'L
Total BP & PR 27(22.29
/ O.00
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24° and drawn to
scale.
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. 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.
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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds
per square foot, 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 1997 UBC, UMC and 1997 UPC.
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 of30% or greater must be shown on the site plan.
Yes____k_
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements?
Yes X
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 X
4. Does the site plan indicate 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
2
design?
Yes
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
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and soffits?
Yes X
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 X
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes
11. Does the building section drawing or other detail include the method ofpositive connection of
all columns and beams?
Yes
12. Does the plan indicate the height of the building or proposed addition from the highest point
of the building or addition measured at mid span between the ridge and the eave down to
existing (undisturbed) grade contours?
Yes
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 II EPA certification?
Yes No
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No
3
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 Uniform Building
Code?
Yes X No
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes 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 safe glazing for these areas?
Yes X No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes X 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 x 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? If you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectural committee deny or reject your building plans?
Yes x No
21. Will this be the only residential structure on the parcel?
Yes K No If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes
x
23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
4
Yes X
No
25. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes X No
26. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes X No
27. 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 building
permit?
Yes No
28. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be
called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00
p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will
delay your inspection one (1) day. Inspections are to be called in to 384-5003.
Yes No
29. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occupancy of the building?
Yes No
30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project complying with the Uniform Building Code?
Yes K No
31. Are you aware that prior to issuance ofa building permit 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 X No
32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
5
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 No
33. 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 issuance of a
building permit? Your attention in this is appreciated.
Yes X No
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability. /
�[ 7-l4-° ?—
Signature
Signature Datee
Phone: 570 -6.2S -:2J0 (days); PA -C (evenings)
Project Name:
(-PProject Address: S C k A ,Ko -b6
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 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.
bpminreq
04/02
6
C.tr�-tz( Co e
July 22, 2002
Rob Crawford
Phone Number: 625-4261
Garfield County)
Road and Bridge Department
E Barfield C to B►lilcling,anci.Plaa!rtirg Department
Dear Mr. Crawford,
Aid -re r5 Or c
The property on Mable Lane is kirourr Subdivision which is not in Garfield County's
jurisdiction. No driveway permit is needed from Garfield County Road and Bridge
Department.
If you have any questions or problems, please feel free to contact me.
Sincerely,
Kraig Kuberry
Foreman
Garfield County Road and Bridge Department
902 Taughenbaugh Blvd. Suite 305
Rifle, CO 81650
Phone: 970425-8601
Fax: 970-625-8627
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May 30, 2002
Rob Crawford
1201 Fir Avenue
Rifle, Colorado 81650
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
Job No. 102 361
Subject: Subsoil Study for Foundation Design, Proposed Crawford Residence,
Parcel 39A, U c, Garfield County, Colorado.
Dear Mr. Crawford:
As 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 May 22, 2002. The
data obtained and our recommendations based on the proposed construction and
subsurface conditions encountered are presented in this report.
Proposed Construction: The proposed residence will be a single story manufactured
structure over a walkout basement level located on the site as shown on Fig. 1. Ground
floor will be slab -on -grade. Cut depths are expected to range between about 3 to 8 feet.
Foundation Ioadings 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 at the time of our field exploration. The ground
surface in the building area is relatively flat with a gentle slope down to the north and
about 2 to 3 feet of elevation difference. A drainage borders the northern portion of the
property. Vegetation consists of grass and weeds. Sagebrush and cottonwood trees are
located along the northern drainage.
Subsurface Conditions: The subsurface conditions at the site were evaluated by
observing two exploratory pits at the approximate locations shown on Fig. 1. The pits
had been excavated prior to our arrival on-site. The logs of the pits are presented on
Fig. 2. The subsoils encountered, below about 1 foot of topsoil, consist of medium stiff
to stiff, sandy to very sandy clay and silt. Results of swell -consolidation testing
performed on relatively undisturbed samples of the silt and clay soils, presented on
Figs. 3 and 4, generally indicate low to moderate compressibility under conditions of
loading and wetting. The sample from Pit 1 at 3 feet showed a minor collapse potential
Rob Crawford
May 30, 2002
Page 2
(settlement under constant load) when wetted. No free water was observed in the pits at
the time of excavation and the soils were slightly moist to moist.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction, we recommend spread
footings placed on the undisturbed natural soil designed for an allowable soil bearing
pressure of 1,500 psf for support of the proposed residence. The soils tend to compress
after wetting under load and there could be some post -construction foundation
settlement. The amount of settlement would depend on the depth and extent of
subsurface wetting and could be on the order of 1 to 2 inches. Footings should be a
minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and
disturbed soils encountered at the foundation bearing level within the excavation should
be removed and the footing bearing level extended down to the undisturbed natural
soils. The exposed subgrade should be moistened and compacted prior to placing
concrete. Exterior footings should be provided with adequate cover above their bearing
elevations for frost protection. Placement of footings at Least 36 inches below the
exterior grade is typically used in this area. Continuous foundation walls should be
reinforced top and bottom to span local anomalies such as by assuming an unsupported
length of at least 12 feet. Foundation walls acting as retaining structures should be
designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at
least 55 pcf for the on-site soil as backfill.
Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support
Iightly loaded slab -on -grade construction. The clay and silt soils are compressible when
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. FIoor 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 Iayer of free -draining gravel should be placed
beneath basement level slabs to facilitate drainage and for subgrade support. 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
H -P GEOTECH
Rob Crawford
May 30, 2002
Page 3
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 Ievel 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 t/2 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:
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. Free -draining wall backfill should be
capped with about 2 feet of the on-site, finer graded soils to reduce
surface water infiltration.
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 pavement
and walkway areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
5) Landscaping which requires regular heavy irrigation, such as sod, should
be located at least 5 feet from the building.
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 expressed or implied. The conclusions and recommendations submitted
in this report are based upon the data obtained from the exploratory pits excavated at the
locations indicated on Fig. 1 and to the depths shown on Fig. 2, the proposed type of
construction, and our experience in the area. Our findings include interpolation and
extrapolation of the subsurface conditions identified at the exploratory pits and
variations in the subsurface conditions may not become evident until excavation is
performed. If conditions encountered during construction appear different from those
H -P GEOTECH
Rob Crawford
May 30, 2002
Page 4
described in this report, we should be notified at once so 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.
If you have any questions or if we may be of further assistance, please let us know.
Sincerely,
HEPWORTH - PAWLAK GEAL, INC.
Jordy Z. Adamson
Reviewed by:
Steven L. Pawlak, P.E.
JZA/ksw
attachments
H -P GEO-ECH
102 361
W
z
J
CO
APPROXIMATE SCALE
TRACT 399
1" = 60'
PROPOSED
RESIDENCE
PROPERTY
BOUNDARIES
HEPWORTH - PAWLAK
GEOTECHNICAL, INC.
•
1
LOCATION OF EXPLORATORY PITS
Fig. 1
Ls -
6
0
Q
PIT 1
PIT 2
0 0
5
wC•18.5
00-102
WC•20.0
00990
-2083
LL -27
P1-7
10
LEGEND:
N TOPSOIL; sandy silt and clay, organics, slightly moist, brown.
—7
WC= 23.3
OD -95
WC -19.1
D0-103
-200.70
5
10
CLAY AND SILT (CL—ML); sandy to very sandy, stratified, medium stiff to stiff, moist, brown,
low plasticity.
2" Diameter hand driven liner sample.
NOTES:
1. Exploratory pits were excavated prior to our site visit on May 22, 2002.
2. Locations of exploratory pits were measured approximately by pacing from features on the site plan
provided.
3. Elevations of exploratory pits were not measured and Togs of exploratory pits are drawn to depth.
Pit 1 is about 2 to 3 feet higher than Pit 2.
4. The exploratory pit locations 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 observation. Fluctuations in water level may
occur with time.
7. Laboratory Testing Results:
WC = Water Content ( % )
DD - Dry Density ( pcf )
—200 it Percent passing No. 200 sieve
LL= Liquid Limit ( % )
PI Plasticity Index ( % )
Depth — Feet
102 361
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY PITS
Fig. 2
0
c
0
2
E
0
v
3
4
0
3
0.1
1.0 10
APPLIED PRESSURE — ksf
100
Moisture Content = 23.3 percent
Dry Density = 95 pcf
Sample of: Sandy Silty Clay
From:Pit 2 at 5 Feet
No movement
upon
wetting
0.1
1.0 10
APPLIED PRESSURE — ksf
100
102 361
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
i
Fig. 3
Moisture Content - 18.5 percent
Dry Density — 102 pcf
Sample of: Sandy Silt and Clay
From:Pit 1 at 3 Feet
Compression
upon
wetting
0.1
1.0 10
APPLIED PRESSURE — ksf
100
Moisture Content = 23.3 percent
Dry Density = 95 pcf
Sample of: Sandy Silty Clay
From:Pit 2 at 5 Feet
No movement
upon
wetting
0.1
1.0 10
APPLIED PRESSURE — ksf
100
102 361
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
i
Fig. 3
Compression
2
3
4
Moisture Content = 19.1 percent
Dry Density = 103 pcf
Sample of: Sandy Silty Clay
From: Pit 2 at 7 Feet
`No movement
upon
wetting
0.1
1.0 10
APPLIED PRESSURE -- ksf
100
102 361
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
SWELL CONSOLIDATION TEST RESULTS
Fig. 4
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INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
Date Iss
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
t.il OAP Zoned Area Permit No....1,t...l..A:)
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 saidulations
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 MIMED ELY BECOME NULL AND VOID.
US Oh . GLt c�hare.5 c��� � ref � d� s
Address or ri tion %\Q, 'f A
Legalp /NW 39
OwneQrcrel fir+" Contractor OW I `Q(
I
Setbacks Front Side Side
Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing g 2--c7 z]'
Foundation S, 11 �Z
Underground Plumbing 9-z7-02_*--,
Insulation
/ / 7_0
Rough Plumbing 17,/3-oLp40.-
Drywall t-2- -Lb_ 0-2, k \
Chimney & Vent 1 7 j y
Electric Final°',
(by State Inspector)/may-o3 G�
Gas Piping / ? - /5v
Final /_ ,037�
Electric Rough (By State Inspector)/2415124
Septic Final
Framing
(To include Root in place and Windows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
Date By
eedisk
IF PLACED OUTSIDE - VER WITH CLEAR PLASTIC