HomeMy WebLinkAboutApplication- Permiti
Garfield County
Building, Sanitation,
& Planning Department
108 8"' Street, Suite #201
Glenwood Springs, Co. 81601
Office -945-8212 Inspection Line- 384-5003
NO. 5991
oQul rn_
Job Address Lai t u.i D r, C CX4 I
Nature of Work Building Permit ,q 3 cj1 - iia -(rjct
Use of Building
Owner
r b r,T
Contractor Gn rohne,rD(1
Amount of Permit $ "3I , a Date
Clerk
f
GARFIELD COUNTY BUILDING PERMIT APPLICATION
IOD 8e Street, SRNe 261, Gkawood SprinRe, CO SIMI
Phase 970-945.8212 / Fn: 970.314-3470 / InpedNa Lime: f7F3645S13
Permit No: S SCA P Side No: a39I-9z/- oz -009
x..111 be�.�nlr�la: RooSe43
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 70 CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
1N CONSIDERATION OF 7HE ISSSUANCE OF THIS PERMIT, THE SIGNED. HAY AGREES 78 COMPLY WITH ALL BUILDING CODES AND LAND use
RFGU ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORRY GIVEN IN 1L3= CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARS N07 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 R SHALL BECOME NULL AND YOIR
71E ISSUANCE OFA FERMI" BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL N07 PREVENT THE BUILDING OFFICIAL FROM THEREWITH!
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING IPUILDUIG 0PEBATION BEING
CABBED 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 ISPECHONS CONDUCTED THEJ KAFTER DOES NOT
APO' RESPCOMIBn 1TIES OR I,ARI IES BY GARFIELD COUNTY FOR ERRORS, 0/SESSIONS OR DISCBQH4C1PS THE
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALY WITH IDE AMTICTRC7. DESIGNER, REHDBI.
INTENDED TO d CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
GvlrlOF
cleijo
1 HEREBY AOIOw7YDGE THAT 1 HAVE READ AND UNDERSTAND THE AGRIZION T ABOVE (QO1LA p
Ia' Iqj o3 01/30
..L Ji,.. I1 ,,114,,.. b __ . -
AN ACCEPTANCE OF
u7Y MR THESE I7Eam
COMMENTS ARB
error rI
Jeb AadreBs. j LARK oi< 4efsie L q r bon d ca (t ?f 2
1 Lot No: 9 Plock No: W. / Exemption:
Cava; .1.•�,t-, Lar S' 42414,--t
2
Owner:n ,(
TeTc< l.in,At)
Addrem r. CAW*.lwar
dg'y %Yr% •Figh.vtig Cr.
Pb:
q1 id"
Wk Plc
3
Coptraetor.
II4RM i77. 16 NW 5.../
Address:7 Co
310 136, P,�e. tut,
PM
fl -3 ,-34.3.
Lie. No.
1845 RE.:.t
4rebitaltt
r.
Vint E.ykr,4 cit-
Address:
Pb:
Lit No.
5
Sq. Ft of Bdldikg: en
Ftsbla,-Zfl'f,u.It,s,F71r,•BAL,M44s.
Sq. Ft of Lot:Height:
't:`143 Alai, (-•
1
Z3
No. of Floors:
3
6
Use of Building: 1 _
7
DeaeTibe work: , i Nisi(or✓s71 trelii.J $
/Q
°�-
8
Claes of Work: { It New ❑ Alteration Remove
d fi j to rMR +1 o Addition ❑ Move
9
Garage: 3
CAR ❑ Double o Single
a Sink
Carport n Donbk
A/7410 o Driveway Permit o On -Site Sewage DisposalDisposald Site Phu
Pfie) Alla
11 Valnsdon of Work: s
Adjuted YMnations: $ - --. 53 7 co
°ew
ribiFt&dont le f 4.$ PEA G'Oita SAC DS?:
,z X/>r,✓I e it .NC4�� L
lir C. 0. di J(ar!.o f
0I NOTICE U
NOTI
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY TRE STATE OF COLORADO.
MRS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN 1m DAYS, OR IF
COPISTRUCIION OR WORK IS SUSPENDED OR ABANDONED FOR .4
PERIOD OF 1m DAYS A7 ANY TIME AFTER WORK 15 COMMENCED.
1 HEREBY CERTIFY THAT I HAVE READ A/41) EXAMINED TILS
ARI.ICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
OF LAWS GOYERMNC THIS TYPE OF WORK WILL BE
COMPLETED W1TWN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHWTTY
70 VIOLATE OR CANCEL 7HE PROVISIONS OF ANY OTHER S7A7E OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE
OF CONSTRUCTION.
4n/-•0J2-cf A 0k.
'IPA
Plan eels Fee:
1.7 39.2
Permit
/q049.53 -.
Total Feel Dated Permit based:
':J 145. O f
o
OCC Group:Type:
� el
3 •
PBOVLSIONS
:Setbacks:
_".
Man . IS/DS No. & Fee:
l.a1H[ONA NS
` l 'IAEA_itie .
,
I. A,imit I
\ w
'.-AL/DATE r1' q;'.'(.7
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER 70 CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
1N CONSIDERATION OF 7HE ISSSUANCE OF THIS PERMIT, THE SIGNED. HAY AGREES 78 COMPLY WITH ALL BUILDING CODES AND LAND use
RFGU ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORRY GIVEN IN 1L3= CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARS N07 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 R SHALL BECOME NULL AND YOIR
71E ISSUANCE OFA FERMI" BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL N07 PREVENT THE BUILDING OFFICIAL FROM THEREWITH!
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING IPUILDUIG 0PEBATION BEING
CABBED 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 ISPECHONS CONDUCTED THEJ KAFTER DOES NOT
APO' RESPCOMIBn 1TIES OR I,ARI IES BY GARFIELD COUNTY FOR ERRORS, 0/SESSIONS OR DISCBQH4C1PS THE
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALY WITH IDE AMTICTRC7. DESIGNER, REHDBI.
INTENDED TO d CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
GvlrlOF
cleijo
1 HEREBY AOIOw7YDGE THAT 1 HAVE READ AND UNDERSTAND THE AGRIZION T ABOVE (QO1LA p
Ia' Iqj o3 01/30
..L Ji,.. I1 ,,114,,.. b __ . -
AN ACCEPTANCE OF
u7Y MR THESE I7Eam
COMMENTS ARB
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. All 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 maybe 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.
s►s►CANNOTOCCUPY 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
PRE : - UNTIL ABOVE CONDITIONS ARE MET.
nd agree to abide by the above conditions for occupancy use and the issuance of a
pancy for the dwelling under building permit#99 X
4t/i3
Date
BpcontO82002
VALUATION/FEE DETERMINATION
auk
Applica\ L l4—i. Subdivision
Address Larks fur br Lot/Block Co f9
Date t -I9- 01 Contractor risct
p24- (^nse c)•••
GpVCY T hnsen
Finished (Livable Area):
Main
Upper
Lower
Other
Total Square Feet
Valuation
2631 $c
Basement: 'J S
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Valuation 822 116
Crawl Space: 4bSc
Valuation 37
Decks/Patios:
8 r 9
Covered 175
Valuation
Open - K Zi
Valuation 303 ) P1.
Total Valuation
178,z142
5c½35-
cke
714, 14
343G
Zcoz 537
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 retumed. ✓
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 comer 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: 106.3.1 (7.) 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 surveyors 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 indude a copy of
the building envelope as it is shown on the final plat with the proposed structure
located within the envelope.
Yes ✓
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 comer lot Special tbacks do apply.
Yes N
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
properly and adjacen prope ies), streams or water courses?
Yes Aft_
4. Does the site plan indicate the location and direction of the County or private road
accessing the property?
Yes V-
5.
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?
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 ✓
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 ✓
9. Does the plan include a building section drawing indicating foundation, wall, floor,
and roof conytruction?
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 of positive
connection of all columns and beams?
Yes ✓ 1.4,, ,s -
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 eavp 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 11 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 ✓
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 ✓ No
16. Does the plan include a window schedule or other verification that windows provide
natural light nd ventilation for all habitable rooms?
Yes V 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 ,/ No
18. Is the location of all natural and liquid petroleum gas fumaces, boilers and water
heaters indicated on the plan?
Yes ,/ 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 note and/or covenants?
Yes V 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 v� No
21. Will this be the only residential structure on the parcel?
Yes ✓ No ff no -
Explain:
22. Have two (2) complete sets of construction drawings been submitted with the
application?
Yes
4
23. Do you understand that the minimum dimensions a home can be on a lot is
20ft.wide and 20ft. long?
Yes ✓ No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes V No
25. Do your plans comply with all zoning rules and regulations in the County related to
your properti�s zone district?
Yes ✓ 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 V No
27. Do you understand that approval for design andlor construction changes are
requiredrior to the application of these changes?
Yes 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 building permit?
Yes ,/ No
29. 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 afternoons. All
inspections must be called in by 3:30 p.m. the day before. Failure to give
twenty-four (24) hour notice for inspections will delay your inspection one (1)
day. Insp ons are to be called in to 384-5003.
Yes v No
30. Are you aware that requesting inspections on work that is not ready or not
accessibl vill result in a $47.00 re-inpsection fee?
Yes ✓ No
31. 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 o -Occupancy and occupancy of the building?
Yes No
32. Are you aware that the Permit Application must be signed by the Owner or a written
5
authority be given for an Agent and that the party responsible for the project must
comply with the Uniform Building Code?
Yes / No
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 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 perfomning
the work will be required at time of applicable inspection.
Yes ✓ No
35. 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
submittal of a building permit application? Your attention in this is appreciated.
Yes ✓ No
36. Do you know that the local fire district may require you to submit plans for their
review of fire safety issues? Yes No (please
check with the building department about this requirement)
hereby acknowledge that I have read, understand and answered these
ns to the best of my ability.
Si
nature
Owner
Phone: "31-1)G37-
c1?--414
ir1-3L3zi1?--454
(days);
(evenings)
Project een.e, Lo r
Name: LcAtri
Date /r6/e3
Project b4c4/
Address: 4 L K -tire Oka -
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 Oficial 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
6
PLAN REVIEW CHECKLIST
Applicant T,4-� Date /- / 3-C7`j
Building
/Engineered Foundation
44.g Driveway Permit
'Surveyed Site Plan
f ( t41, Septic Permit and Setbacks
✓irade/Topography 30%
(. ttach Residential Plan Review List
Minimum Application Questionnaire
bdivision Plat Notes
Fire Department Review > &DO SF
,/valuation Determination/Fees
,Plans/Stamps/Sticker
./Ah Conditions
Application Signed
Alan Reviewer To Sign Application
t/ParceUSchedule No.
Kf 4. 40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
Planning/Zoning
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
--410A/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
lias
Winte4irgrreen
memorandum
To:
From:
CC:
Date:
Re:
Via:
Peter Dolan 270 Sam Grange Court
Carbondale CO 81623 (970) 704-9114
Terri -Ann Giandomenico (970) 376-2263
Jeff Spanel, Art Kleinstein
12-15-03
Cerise Ranch, Lot #09
DRB Requirements
Fed EX
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 your submittal: drawings, catalog sheets, and
colors. All have been reviewed and approved.
We have enclosed a stamped "reviewed" set for your files.
If further information is required, please do not hesitate to contact Terri -Ann Giandomenico (970) 376-
2263.
66„5- fee,ma ctLaN . a
This document may contain PRIVILEGED and/or CONFIDENTIAL information intended ONLY for the use of the specific
individual or entity named above. If 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 at once by telephone and return the original document to the above
address via the US Postal Service. Thank you.
•
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at �7�
Permit No. 8 /�
I have this day inspected this structure and these
premises and found the following corrections needed:
')Ge
4a -red
-xio a
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 � 20
Building Inspector
Phone (970) 945-8212
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be located
on Lot 9, 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 Peter Dolan c/o GM Johnson Construction dated July 16, 2003.
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 subsoil conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a 1 and 2 story structure located in the area of the
exploratory borings shown on Figure 1. A walkout basement level is being considered
depending on the subsurface conditions. Ground floors are assumed to be slab -on -
grade. Grading for the structure is assumed to be relatively minor with cut depths up to
about 5 to 6 feet if a walkout basement level is used. We assume relatively light
foundation loadings, typical of the proposed type of construction.
Job #103 448
Gtech
-2 -
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.
SITE CONDITIONS
The lot was vacant at the time of our exploration and is located to the west and downhill
of Larkspur Drive. Irrigation ditches cross the lot uphill and downhill of the building
envelope. The uphill ditch, which appears to be abandoned, was moist and the downhill
ditch was flowing during a site visit on July 30, 2003. Other irrigation ditches are
located throughout the development uphill of the site and standing water was observed
several lots to the north. Lot 9 is located near the western edge of a debris fan, roughly
at the contact with the Roaring Fork River valley bottom. The terrain in the building
area is relatively flat and gently to moderately sloping down to the northwest.
Vegetation consists of grass and weeds. Basalt cobbles and boulders were observed in
the irrigation ditch.
FIELD EXPLORATION
The field exploration for the project was conducted on July 21, 2003. Two exploratory
borings were drilled at the locations shown on Figure 1 to evaluate the subsurface
conditions. Boring locations were field staked by Gary Johnson prior to drilling. The
borings were advanced with 4 -inch diameter continuous flight augers powered by a
truck mounted CME -45B drill rig and logged by a representative of Hepworth-Pawlak
Geotechnical, Inc.
Samples of the subsoils were taken with 13/s inch and 2 inch I.D. spoon samplers. The
samplers were 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
Job#103 448
Ceccitech
r
-3-
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 '/z foot of topsoil, generally consist of medium dense, silty
sand and gravel overlying typically medium stiff, sandy silt and clay with occasional
gravel. The silt and clay soils were wet and soft below a depth of about 5 feet. Dense
gravel alluvium was encountered at a depth of 301/2 feet in Boring 1.
Laboratory testing performed on samples obtained from the borings included natural
moisture content, density and percent finer than No. 200 sieve size gradation analyses.
Results of swell -consolidation testing performed on a relatively undisturbed drive
sample taken above the water level, presented on Figure 4, indicate low to moderate
compressibility under conditions of loading and wetting. The silt and day soils would
be highly compressible below the water level. The laboratory testing is summarized in
Table I.
Free water was measured in the borings at depths of 41/2 and 8 feet when checked on
July 30, 2003. The subsoils above the water level were slightly moist to moist.
FOUNDATION BEARING CONDITIONS
Based on the subsurface conditions encountered in the borings, spread footings placed
on the upper natural firm soils appear feasible for support of the proposed residence
with some risk of settlement. Foundations which extend down to the dense gravel
alluvium would provide a relatively high load capacity and low settlement risk. We
should be contacted if a deep foundation is proposed.
Joh #103 448
GecPtech
-4
Construction of a basement level should be kept relatively shallow to avoid soft and wet
soils. Water could be encountered during construction and dewatering may be
necessary. Installation of the foundation drain prior to excavating could provide
construction in the dry for the upper part of the building site.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsoil conditions encountered in the exploratory borings and the
nature of the proposed construction, we recommend the building be founded with
spread footings bearing on the upper natural soils within about 5 feet of existing ground
surface.
The design and construction criteria presented below should be observed for a spread
footing foundation system.
1) Footings placed on the upper natural subsoils should be designed for an
allowable bearing pressure of 1,500 psf. Based on experience, we expect
settlement of footings designed and constructed as discussed in this
section will be up to about 1 inch and likely differential across the
building.
2) The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost
protection. Placement of foundations at least 36 inches below exterior
grade is typically used in this area. Excavations should be kept relatively
shallow to avoid soft and wet soils.
Job #103 448
Gecytech
-5-
4) 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 also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) Topsoil and any loose or disturbed soils should be removed and the
footing bearing level extended down to the firm natural soils. Dry soils
exposed in footing area should then be moistened and compacted. If
water seepage is encountered, the footing areas should be dewatered
before concrete placement. Soft wet soils may need to he stabilized to
achieve a suitable bearing surface for footing construction.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount of deflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of 55 pcf for
backfill consisting of the on-site gravelly soils. Cantilevered retaining structures which
are separate from the residence and can be expected to deflect sufficiently to mobilize
the full active earth pressure condition should be designed for a lateral earth pressure
computed on the basis of an equivalent fluid unit weight of 45 pcf for backfill consisting
of the on-site gravelly soils.
All foundation and retaining structures should be designed for appropriate hydrostatic
and surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an
upward sloping backfill surface will increase the lateral pressure imposed on a
Job #103 448
C-&- tech
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foundation wall or retaining structure. An underdrain should be provided to prevent
hydrostatic pressure buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 90% of the
maximum standard Proctor density at a moisture content near optimum. Backfill in
pavement and walkway areas should be compacted to at least 95% of the maximum
standard Proctor density. Care should be taken not to overcompact the backfill or use
large equipment near the wall, since this could cause excessive lateral pressure on the
wall. Some settlement of deep foundation wall backfill should be expected, even if the
material is placed correctly, and could result in distress to facilities constructed on the
backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of
the sliding resistance of the footing on the foundation materials and passive earth
pressure against the side of the footing. Resistance to sliding at the bottoms of the
footings can be calculated based on a coefficient of friction of 0.35. Passive pressure of
compacted backfill against the sides of the footings can be calculated using an
equivalent fluid unit weight of 350 pcf. The coefficient of friction and passive pressure
values recommended above assume ultimate soil strength. Suitable factors of safety
should be included in the design to limit the strain which will occur at the ultimate
strength, particularly in the case of passive resistance. Fill placed against the sides of
the footings to resist lateral loads should be compacted to at least 95% of the maximum
standard Proctor density at a moisture content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -
on -grade construction. To reduce the effects of some differential movement, floor slabs
should be separated from all hearing walls and columns with expansion joints which
allow unrestrained vertical movement. Floor slab control joints should be used to
Joh #103 448
CielStech
• -7-
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 interior slabs to facilitate drainage. This material should consist of minus 2 -
inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing
the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor density at a moisture content near optimum. Required fill
can consist of the on-site gravelly soils devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Free water was encountered during our exploration at relatively shallow depths and it
has been our experience in the area that the water level can rise and 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, crawlspace 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 he placed at each level of excavation and at least 2 feet 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 11/2 feet deep. The under slab
gravel below basement areas should connect to the perimeter foundation drain.
Joh #103 448
Ger.Ptech
•
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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 12 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free -draining wall backfill should be capped with 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 our experience in
the area. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
Job #103 448
Ge Ptecn
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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.
Respectively Submitted,
HEPWORTH - PAWLAK GEOTECHNICAL, Jnc.
Trevor L. Knell
Reviewed by:
Steven L. Pawlak, P.E
TLK/djb
Job #103 448
Gegtectn
LOT 8
Z
APPROXIMATE SCALE
1" =40'
BENCH MARK: GROUND AT FIRE
HYDRANT; ELEV. = 100.0', ASSUMED.
• BORING 1
• BORING 2
IRRIGATION DITCH
EASEMENT
LOT 9
BUILDING
ENVELOPE
L
PROPERTY
BOUNDARY
LOT 10
1 �
Ns
Ns
103 448
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LOCATION OF EXPLORATORY BORINGS
Figure 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Elevation — Feet
BORING 1
ELEV.=93.2'
BORING 2
ELEV.=90.0'
95 95
90
9
0
85
80
75
70
65
4'-i 21/12
1/12
r 9
6/12
WC -13.8
DD -113
90
85
80
75
70
65
60 60
Note: Explanation of symbols is shown on Figure 3.
Elevation — Feet
103 448
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY BORINGS
Figure 2
1
1
1
1
1
1
1
1
l
l
t
L
1
1_
L
L
L
L
L
LEGEND:'
® TOPSOIL; silty sand. loose, slightly moist, brown.
L
SILT AND CLAY (ML—CL); sandy, occasional gravel, medium stiff to soft below the water level, moist
above the water level, brown.
SAND AND GRAVEL (SM—GM); silty, medium dense, slightly moist, brown to light brown, debris fan.
GRAVEL (GP—GM); silty, sandy, dense, wet, gray, alluvium.
Relatively undisturbed drive sample; 2—inch I.D. California liner sample.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586.
21/12 Drive sample blow count; indicates that 21 blows of a 140 pound hammer falling 30 inches were
required to drive the California or SPT sampler 12 inches.
0,9
Free water level in boring and number of days after drilling measurement was made.
—> Depth at which boring had caved when measured on July 23, 2003.
NOTES:
1. Exploratory borings were drilled on July 21, 2003 with a 4—inch diameter continuous flight power auger.
2. Locations of exploratory borings were field staked by Gary Johnson prior to drilling.
3. Elevations of exploratory borings were measured by instrument level and refer to the Bench Mark
shown on Figure 1.
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 and 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.
103 448
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LEGEND AND NOTES
Figure 3
1
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1
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sandy silt and clay with
gravel
sandy silt and clay II
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11 L MARC LIMITS
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01/10/2005 12:58 970-927-1017
MVMD BASALT COLORADO PACE 01
Mid Valley Metropolitan District
0031 Duroux Lane, Suite A • Basalt, CO 81621-9357
Phone: (970) 927-4077 • Fax (970) 927-1017
Tim
Garfield County Building Department
Fax 970-384-3470
Re: Peter Dolan Lot 9
Ft.EC'fir; ED
L'NIY
_ELANNiNG
Tap fees for water (1 EQR ) and sewer have been paid in full for
Lot 9 Cerise Ranch
Mid Valley Metropolitan District
Barbara Peckler
v •
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No.
Scrk
& z 4 / L /isi;W %? Qn
BUILD 0 PERMIT CARD
si. 'Aka 1.
Job A res
Owner
Assessor's Parcel No.aTT tt'3 k—C) hcY jS
Date 1'-04
cc ° 'tsct: ,1,c_L__
Contractor 4\111 +.
Addres
Address
Setbacks: FrontRH
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i, A INSPECTIONS
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Footing /— Zq.. V I` iZ-ZG-vyVje--
Foundation2 —0 nst`I — s
Grout i
Underground Plum
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Framing S-S=ay7N-
Insulation .S �b-flrf?1ft--
Roof i ng
Drywall S 1 Yuri
Gas Piping z/c wet—
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Zoning
Mechanical 1 -4 -3P -o -i
Electrical Rough (State)
Electrical Final (State)
FinalaSkbecklist Completed?
Certificate Occupancy #
Date
eptic System # 114 cal/
Date
Final
Other
1C2ia$o-tst„C. O,
NOTES
(continue on back)
J
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.' 23( Zoned Area Permit No k.
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
Inspectond IMMEDIATILY BECOME NULL AND VOID.
Use
ono
Address or Leg Desc
If
Setbacks
Front Side Side
This Card Most Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing f - L9_a/7--, / /? 4 v -k ,) caA 2- Zb-v c -f v%- •
Foundation 2 - 9 -0c(01/5 - )-0cf ni--
UndergroundPlumbingg--5-Q7
Insulation ie. _cmj
Rough Plumbing [,_ Zo, 4 v
Drywall 3- ( -pt/ t
k
Chimney & Vent 5--5t 64.1V
Eiectric Final (by State inspector -PIT/
Gas Piping* q -2(e O''in/'
Final )y -g' -e -
Electric Rough tRti s:.„� la:;T. i::=•"'' '•, s
Septic Final
Framing -
(To include Roof in place and Windows
and Doors installed).
Notes t:tt_ g{ -3o - o+4&f .
i�A V
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO Nfi'1 DESTROY THIS CARD
DateBLit
IF PLACED OUTSIDE - 0 TH CLEAR PLASTIC