HomeMy WebLinkAboutApplication-PermitGarfield County I NO. 10518 I
Building & Sanitation Department
108 gh Street, Suite #401 Glenwood Springs, Co. 81601
Office-945-8212 Inspection Line-384-5003 ;:/b:f-{~ (Aft_~ R.~
014dt 0lq vnu:!lonci ~ Dr1v~ ~ 4173; Pi--.. 1
JobAddress ~{O ~~ R&.~~~~ ~g-f~t>I
Nature of Work Building Permit ~ ;)..3°fS -/5-] -I~ -0 I~
Use of Building ~~~ <lv\~ ~ wj ~f Owner ~' P4., * ~'-6-. . ~ ~~~
Contractor ~
r\.& . ~ --+-/ 9 p 9 . Date { 6 i d-<f() 7 10
~AmountofPennit$ d..'7<fg, 'f9 ~ 0
( )_ d._ I /(,/o'i:~ ~~,6X±:~~~
I
Job Add ress:'-" I ' "' ....., ' -' ' · · · · ' · -,1 0•"
,.,.(1 0 \.\f''l '4'1\< I( --+~. I G1..-tN V" s (r.5 co %-1 bo I
Lot No: I q Block No: Subd. / Exemption:
()/y Mt:MowS (iAAt(,
2
~\ llW L11v1tA ~ f\())
3 Contractor:
-$AML-
4 Architect/ Engineer: Lii<'-~ O Cl\lvw.1 1< r
f.to~-n,.... ~ f,J; O"" c.
5 Sq. Ft. of Building:
·31 b 20SI> fI.Att Hl(n
6 Use of Building:
r \,.Si:l)[..v'ltAl
1 Describe Work:
,V{\J
8 Class of Work:
9 Garage:
rm
0
JO Driveway Permit
)(
I I Valuation o f Work: $
12
~
Address O t,t \
VJ c.w~
Address:
Address: po
11l tn c \<
Sq. Ft. of Lot:
a
New
Single
Dou ble
,AS p t;N WI\'{ Ph:
to }11.0I
lk :iY 11 Ir
l) ~>JO
<j 10 1./5
Ph:
Ph:
30'1 )8
Height:
0 Alteration
Addition 0 Move
Carport: 'Y /'ft
D On-Site Sewage
Iv'[ fr Disposal
I>( Site Plan
>t H
1l.J 3
Adjusted Valuations.
Lie . No.
Lie. No .
0 l~t
o Remove
D Single
703
D Double
NOTI CE
A SEPARATE ELECTRI CAL PERMIT IS REQUIRED AND MUST Bit
I SSUED BY THE STATE OF COLORADO.
Plan eek Fee:
~-62.! Permit ;l;t-~.S:
THI S PERM IT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS , OR, I F
CONSTRUCTION OR WORK I S SUSPENDED OR ABANDONED FOR A
PERI OD OF 180 DAYS AT ANY TIME AFTER WORK I S COMMENlt& ,,,-• ·+ / q " Z, 'f Z
I HEREBY CERTI FY THAT I HAVE READ AND EXAMINED T H I S Jf:::''-:c-:'-.c=-o=-ro_u_p_: ----\----''rl-o::---::::;;>--=----------1
APPLICATI ON AND KNOW THE SAME TO BE TRUE AND CORRECT. A1' _,-A 6
PROVISIONS OF LAWS GOVERNING THI S TYPE OF WORK WI LL BE .../4'-(__ JZ
COMPLETED WITHIN WHETHER SPECIFIED HERE I N OR NOT. THE
GRANTI NG OF A PERMI T DOES NOT PRESUME TO GIVE AllfHORITY
TO VIOLATE OR CANCEL THE PROVISI ONS OF ANY OTHER STATE OR
LOCAL LAW REGULATING CONSTR UCTION OR THE PERFORMANCE
OF CONSTRUCTION.
't.
Zoning: Setbacks:
AGREEMENT
PERMI SSION IS H EREBY GRANTED TO THE APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
HE STRUCTURE AS DETAILED ON PLANS AND SPECIFIC ATIONS SUBMITTED TO AND REVI EWED BY TH E BUILDING DEPARTMENT.
I ONSIDERATION OF Tl-IE I SSS UANCE OF THI S PERM IT, THE SI GNER. H EREBY A GREES TO COMPLY WITH ALL BUILDING CODES AND LAND
US ULATIONS ADOPTED BY GARFIELD COUl'frt' PURSUANT TO AlJfHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTI I ER AGREES
THAT THE ABOVE SAID ORDINANCES ARE NOT FUU..Y COMPI LED WITH I N TH E LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE
ABOVE ESCRIBED STRUCTURE, THE PERMIT MAY OE REVOKED BY NOTI CE FROM THE COUNTY AND THAT TH EN AND T HERE IT SHALL BECOME
NULL AN VOID. THE I SSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PR EVENT T H E BUI LDI NG OFFICIAL
FROM THE AFTER REQU I RING T HE CORRECTI ON OF ERRORS I N SAID PLANS, SPEC I FI CATIONS AND OTHER DATA OR FROM PREVENTING
BUILDING 0 •RATION BEING CARRI ED ON THEREUNDER WHEN IN V I OLATI ON OFTHS CODE OR ANY OTH ER ORDINANCE OR REGULATI ON OF
THI S JURISDI ION. THE REVIEW OF SUBMITI'ED PLANS AND SPECIFI CATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE
AN ACCEPTANC OF ANY RESPONSIBI LITIES OR LIABU T I ES BY G ARFIE LD COUl'frt' FOR ERRORS, OMISSIONS OR DISCREPENCI ES. THE RESPONSI
BILJTY FOR THES ITEMS AND IMPLEMENTATION DURING CONSTRUCTI ON RESTS SPECIFICIALLY WITH T H E ARTI CTECT, DESIGNER, BUI LDER,
AND OWNER. COM ~NTS ARE INTENDED TO OE CONSERVATIVE AND IN SUPPORT OF T H E OWNERS LNT EREST.
ll \rft V\ v _fee.-I HE~\DY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITI AL}: (lfvll_
t'\....l, ~(/\-_.. l A I I -I .-.
--.. ..
1. A final Electrical Inspecti on from the Colorado State Electrical In spector;
2. Permane nt address assi g ned by Garfield County Building D epartm ent posted where readily
visible from access road;
3. A finished roof, a lockable ho use, complete exterior s iding, exterior doors and windows
insta ll ed , a co mplete kitchen with cabin ets, a si nk with h ot & cold running water , non -abs orbe nt
kitchen floor coverings, counter tops and fini shed wall s, ready for stove and refrigerator , all
neces sary plumbing;
4. All ba throom s mu st be compl ete, with washbowl, tub or shower, to il et s tool, ho t a nd cold
runnin g water, non-absorbent fl oors and walls fini s he d and a privacy door;
5. All steps outside or in side over three (3) steps mu st have handrail s, gu ard rail s on bal co ni es or
decks over 30" hi g h constructed to all IBC and IRC require ments ;
6 . Outside grad in g done to where water will d eto ur away from the building;
7 . E xcepti ons to th e outside steps, decks and grading ma y be made upon th e demon strati o n of
extenuatin g circ umstances, i.e. weather, but a Certificate o f Occupancy w ill not be issued until
all the required item s are completed and a final inspecti o n .made; -··
8. A final in spec tion si g n off by th e Garfield County R oad · & Bridge D epartment for driv eway
in stallation , where appli cable; as well as any fin al sign off by the Fire District, and/or State
Agencies where appli ca ble.
9. If yo u w ill be connecti ng to a publi c water and/or sewe r system, proof of the tap fees have been
paid and th e conn ections inspected by th e service provid e r prior t o issuance of a C.O.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HA VE BEEN COMPLETED.
****A CERTIFICATE OF OCCUPANCY MAY TAKE UPTO 5 BUSINESS DAYS TO BE
PROCESSED AND ISSUED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF
OCCUPANCY (C.0.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A
C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS
FOR VA CA TING PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I und ers tand a nd agree to ab ide by th e above conditions fo r occupancy,,u.,s~ndAie iss u ance of a
Certifi cate of Occupancy for the dwellin g under building p e rmi t# u .:::> I ~
&~ 5/_M{rn
S ignature
Bp ap pli cationo ctober2006
Date
Applicant ()Qee\ s \ 'tl>J
Address ~<a \ifl\te?i §?l<
Date (g -ll _c>1
Finished (Livable Area):
Main I f'3 _!..
Upper 'f'-li
Lower 11 !'
Other
Basement:
Total Square Feet
Valuation
Subdivision C>ltV.. MEA-Oo"4.15
0 (GQ tvi iln_Spwi( Lot/Block I'\
Contractor 5 E. IF-
~ -Z.1 J-ee ~O" 'X 1'1 'f
~<> ~L\o \10 8lr
U nfini shed l•t 39' )c=' I I 1 ~ b 5 :J/,.
Conversion of Unfinished to Finished
Plan Check Fee for Conversio n
Valuation
')t.1\ X \8'" =-I~ 33<? Valuati on
Crawl Space:
Valuation
D ecks/Patios:
Covered ~ x '2. l{ -Valuation
Open .:23 3 )< I ( .::. ~ 1 'l (-
Valu at ion
To ta l Valuation
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 aud 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.
Plans must include a~or plan, a fu'ncrete footing and foundation plan, {ievations all sides with
QllU U11o111,~H5 ' au~. "<)~\,UUH ;:)17 W 111!> 111 Ul;;U'.111, II VIII UIV'VllVlll Vl llll;; lUVllll!;; LU l :5-lU(J Ul m~pu1,
incl ~ing Ye-bar nchor bolts, pressure treated pYrtes, floor joists, wal Vstuds and spacing, in sulation,
sheeting, hou e-rap, (which is required), sidirlg or any approved building material. Engineered
foundations may be required. \ C.f"<'...t...vOW)
f window schedule. A~or schedule. A floo ft'.raming plan , a roof fra ~ng plan, roof m:s; 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 sheet s to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned .
All plans s ubmitted must be incompliance with the 2003 IRC.
I. 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 s ite 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 env e lo pe on
a s ubdivision final plat shall be prepared by a licensed s urveyor 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 tnhee 9l e velope.
Yes v _ _._ __
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 v'
3. \ Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
ti ~ Disposal System) and the di stances to the property line s, wells (on subject property and
adjacent properties), streams or water courses?
Ye s -----
4. Does the s ite plan indicate the location and direction of the County or private road accessing
the property?
2
5. 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 th e Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes r/' [i i """rT
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcingtSteel in accordance with the IRC or per stamped engineered design?
Yes / -----
7. Do the plans indicate the location and size of ventilation openings for under floor crawl
tJ \ ~ spaces and the clearances required between wood and earth?
Yes ------
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces and §.Pffits?
Yes /' ------
9. Do the plans include design loads as required by Garfield County for roof snow load s, (a
minimum of 40 pounds per square foot up to & including 7 ,000 feet above sea level), floor
loads and wind load s?
Yes /
10. Does the plan include a building sect ion drawing indicating foundation, wall, floor, and roof
construction?
Yes V'
11. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Ye s V""
12. Does the building section drawing or other detail include the method of pos itive connection
of all colu_m __ 7ns and beams?
Yes V __ ....._ ____ _
13 . Does the elevation plan indicate th e 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 he ight measurement usually not to exceed 25 feet)
Yes v"
14. Does the plan include any stove or zero clearance fireplace planned for in sta llation including
3
15.
16.
17.
18.
19.
20.
v'~
21.
22.
23.
I c:; V l~U -------
Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC?
Yes No_~i/ ___ _
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 ii,' No _____ _
Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes v' No -------
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 use d as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these areas?
Yes i/' No ______ _
all natural and liquid petroleum gas furnaces, boilers and water heaters
e plan?
No -------
Do you understand that if you are building on a parcel of land created by the exemption
proce ss or the subdivision process, are building plans in compliance with all plat notes
and/or covenants?
Yes No -------
Do you understand that if you belong to a Homeowners Association (HOA), 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 be accepted without it , but you run the risk of the HOA bringing
action to enforce the covenants, which can result in revocation of permit issued.
Additionally, your Plan Review fee is not refundable if the plans have been reviewed by the
Building Department prior to any action by the HOA that requires either revocation or
s ubstantial modification of the plans.
Yes i/ No -------
Will this be t!Je only residential structure on the parcel?
Yes V No If no-Explain: ______ _
Have two (2) complete sets of construction drawi ngs been submitted with the application?
Yes v""
4
24. Do you understand that the minimum dimension a home can be o n a lot is 20ft.wide and
20ft. lon g?
Yes V No ------
25. Have you des igned or had thi s pl a n designed while considering building and other
construction code requirements?
Yes V':' No _____ _
26. Do your plans comply with all zoning rules and reg ulations in the County relate d to your
properties zone di strict ?
Yes i/ No -------
27. Does the plan accurately indicate what you intend to construct and what will receive a final
inspectiozn b the Garfield County Building Depa rtment?
Yes No ------
28. Do yo u understand that approval fo r design and/or construction changes are required prior
to the application of these changes?
Yes v" N o ____ ~
29. 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 yo u pick up your
building permit?
Yes V No ------
30. Are you aware that you must call in for an inspection by 3 :30 the bus iness day before
the requested inspection in order to receive it the following business day? Inspection s
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 V" No _____ _
3 1. Are you aware that requesting in spection s on work that is not ready or not accessible will
result in a $50.00 re-inspection fee?
Yes ~ No ------
32. Are you aware th at you are required to call for all inspecti o ns required under the IRC
including a pprova l o n a final in s pect ion prior to receiving a Cert ificate of Occupancy and
occupancy of the building?
Yes V No -------
5
33. 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?
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 performing the work will be
required at time of applicable inspection.
Yes V 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 ~tfuit 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)
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?
Yes V
38 . Are you aware that if you will be connecting to a public water and/or sewer system, that the
tap fees have to be paid and the connections inspected by the service provider prior to the
issuance of a Certificate of Occupancy?
Yes V
I hereby acknowledge that I have read, understand and answered these questions to the
best of my ability.
~/<~
Signature of Owner Date
Phone: Cf 7 0 7 <f J' 5"! 1 (., (days); 17D ~ 519 7703 (evenings)
Project Name: ~ bt:i l 1A:1:5f1\ Gt< J?4l ~r.A-O .S itAi.v ~cs t1) ewLt
Project Address: <..1 c) l:-~A-'1>tA-C1::' ~
Notes: If you have answered "No" on any of the questions, you may be required to provide this
6
ueiays m JSsumg me penmt are to oe expectect. Worle may not proceecl without the issuance ot a
permit. !fit 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 November2006
7
PLAN REVIEW CHECKLIST
Applicant ;!;a&d-s b ~ Date i,-¥-d '7
Buildin g
..t.L'Engineered Fo~ndation
. --LL__Dr iveway Permit F)< 7
¥surveyed Site Plan
--..LL.Septic Permi t and Setbacksc.~
~radefrop ograph y 30%
~ttach R es id ential Plan Review List
--l.L_Minimum Application Questionnaire
~Subdi v i sio n Plat Notes
+,Fire Department Review
_L Valuation Determination/Fees
L R ed Lin e Plan s/Stamps/Sticker
~A ttach Condition s
-1.LApplication Signed
~Ian R eviewer To Sign App lication
_0arcel/Schedule . 'o.
-1-40# Snowload Letter-Manf. Hms ..
L/ Soils Report
GENERAL NOTES:
Planning /Zoning
__ Prop eny Line Setb
__ Flood Plain
division Plat Notes
Pete.§ L~t.-L!'V. bYV.ois.VlV!V./
210 Haystack Road
Glenwood Springs, CO 81601
Phone Number (970) 945-5192
Fax Number (970) 94&-5192
Web Address www.21Ohaystack.blogspot.com
Email pkbradshaw@msn.com
·----~--·--·--· -· ~, ____________ _
To: Garfield County Building Department From: Pete Bradshaw
Date Sent: 2-26-08
tvtes,s,c;ge:
Name: Julie
CC:
Phone: 970-945-8212
Fax: 970-384-3470
BuLldL"'9 Dtparl:vue""t:
Number of Pages: 2
Attached is the Letter fro vu ""-11 e....gi""eer regardi"'9 ""-11 basevue"'t walls a""" pe"'-ttratlo"-S (..,, ""-11 vuicrola..,,,
bea Vi<.S. If 110"' could please get this to the (..,,spector or appropriate perso"' '""the buiLclt....g depa rl:vue..,,t, ""'11
pervuit >1.ul'l.<ber is 1.051.f?.
'Pete Bradshaw
(9J'O) 31!)-7703
:on
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11 I<
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Garfield County Building Department
To Whom it may concern:
Please find attached a copy of a proposed floor plan for the basement of my residence
that is under construction at 210 Haystack Road in Glenwood Springs. I currently have
permit number I 0518 .
After realizing that I had to drywall the ICF blocks in the basement, I have decided to
move forward with a basement finish . This space will include a bedroom, a full
bathroom, and a family room. In addition there will be an unfinished portion that will be
used for storage as well as house the utility room. The utility room walls have already
been drywalled, but again that was just to comply with covering the ICF blocks.
I would like to amend my original permit to include this basement finish.
Thank you
f/ ~-ft!Z____ .. ~~haw
210 Haystack Road
Glenwood Springs, CO 81601
(970) 319-7703
IVV V•ll ""'"•' """""l"'fW "TV I
Phone(970)945~212
Job located at :J./O //__~ l?.J
Permit No. fo.98
I have this day inspected this structure and these
premises and found the following corrections needed:
/lsr-m Ef?/f!df/?J.. .1ttz;zr~ ~
~~~~ d£4;(_~
D Call for Re-Inspection
D $50.00 Re-Inspection Fee must be paid prior to Re-Inspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date /-.3/-08 20 ,......,...,
( 05 f? ':A&:c Ji! Assessor's Parcel NoC6J '15 -I '5 3-/d...
u/. oJI /l);jj;, tf'~?!?~ _Z),~V'=IJ/.::::.LJ Date ~j/Kj0~7 ~~2--Yl UILDING c,,:::.~RD -
· ~ ~ llocf (0, N.:-"1...~ :._ · c:
~~~~4---~~d._'1-.!....£::£c:::.:0<..w~-:'.::'.--i....-~=--Address D :f-~ I °laoM 1,0'==/ GS ~fl>P'hone #°14-5 -s· c
)r CJlA JY\ DA.. Address ~ 0-4 ,.__L,_.,,'l:!L Phone # .3 fO, -·')"
Front Rear RH LH Zoning ___ _
'M~ ~cf-v'J/ INSPECTIONS
ti,.,~\ f-(fa~~ ~ 'lf=~.a..,..( ~-,,Q___ Weatherproofing _________ _
(., ~ ~t, -1> 7 ~ \.I -F -Mechanical _____ ~~~~-------
on -1-rl -c I\ --~t,,U Electrical Rough (State) /-1.ff-O /!, f3 f5
Electri9al ~al (State) S-8'· Off J3F -A-:
1und Plumbin? J&l:w+ ~ Final fz • ¥0 8" /Checklist Com~leted? W
lumbing 1:2.f PlJ. JfL Certificate Occupancy# ,_,S...L..,Pl,_,,5£_ __ ~--=,-----
-· -• · -Date /$Siled lt7·-CS
, ;::z -, +-C..IO IV,Vl Septic System # ---L-f'?--+(...:..1-1-:_ ______ _
Date __________ _
,1 Final
Other {YA-< ,:&A u~ -B-fo-.1 .ot: ~ .
~vl-9-~ Q.SL,
lg 1~ fl-{) g -A.:'>
M~-k~
).30 -a/k>/o't (continue on back)
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(aj.J.~ .. ~ ... Jzoned Area .....•......•.•...•........•... Permit No .. /..D?..!...~ ..... . :':f AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees tci 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. J}
us.S F -f.w "h'~ <:( Cl'lT• f t.IJ
/
Setbaelµ Front Sjde Side Rear
This Canl Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing &-;J.t;,-D 'l Yrr\ Driveway
Foundation '] -I ")-o/} CJ.h j
--;µ.-
Underground Plumbing «:-1-C ?.~~ Insulation J-{').. -oi fw.J...-
Rough Plumbing /-.3/-<r-~--Drywall ;t.-1-1 -CJ '"' (\ ,< , - -
Chimney & Vent /·37-d'i?.M/2-Electric Final (by State Insp ~ " '"~/~
Gas Piping I-23 -!:;)1,21 4 h \_ Final (, -9-o!S Ah1J.. __,
Electric Rough (By State ~!Otor) IV Septic Final ?1--L-
Notes: Framing;-J/-08' ?hi"--. '· ~
(To include Roof in pl'e and Wind~
and Doors installed). ,... -
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
For r nsnedions f'all 1R4-"i001 1 OR Rth StrPPt l:IPnumnrl 4'nr;nno rnlnrg.-Jn
Congratulations ! You have just invested in a mos t unique
wood burning stove -the Heritage Wood Burning Stove
from HearthStone Quality Home Heating Products Inc®.
The Heritage Model -8021 is a clean burning EPA
certified no -catal tic wood burning stove. At 2.2 cu ·
eet capacity and 2.6 grams per hour part1cu ate you can
"6e proud tO JOm th e Hearthstone fam ily wi th o ur Premier
Soap Stone WoOd Burning Sto~ The front and th e s id e
cfo ors, along with the generous depth allow for loading of
wood up to 2 1 inches long!
Your purchase insures years of clean, comfortable heat
with minimal maintenance. You will receive the benefits
of the most advanced technology in wood burning without
the cost and maintenance requirements of a catalytic
stove. The Heritaee blends modem technoloe:v with the
Introducing Your
Heritage Wood Stove
Keep furniture, drapes, curtains, wood, paper, and o ther
combustibles far away from the stove. Never in stall the
stove in a locati on where gasol in e, kerosene, charcoal
li ghter fluid or other fl ammable liquids are used or stored.
Locate the stove centrally in your livi ng area to allow the
heat to travel n aturally to distant rooms. We recommend
that you do not locate you r stove in an uninsulated
basement. The amount of radiant energy required to heat
conc rete basement walls is so great that most of the usable
heat is absorbed by them and lost.
SAFETY NOTICE:
A HOUSE FIRE MAY RESULT IF THIS
STOVE IS NOT INSTAL LE D PROPERLY.
Bradshaw Residence
210 Haystack Road
**All windows casement unless otherwise noted
**For window schedule see attached quote from BMC West I Jeld-wen
Interior Door Schedule
Mudroom, garage side 3-0 x 8-0
Mudroom, kitchen side3-0 x 8-0
Downstairs half bath 2-6 x 8-0
Downstairs den 4-0 x 8-0
Downstairs closet 4-0 x 8-0
Downstairs, stairway 3-0 x 6-8
Bedroom 1 2-6 x 8-0
Bedroom 1 Closet 2-6 x 8-0
Bedroom 2 2-6 x 8-0
Bedroom 2 Closet 3-0 x 8-0
Master Bedroom 2-6 x 8-0
Master Bath 2-6 x 8-0
Master Closet 2-6 x 8-0
Bathroom 2 2-6 x 8-0
Bathroom 2 pocket 2-0 x 8-0
Hall Linen Closet 1-6 x 8-0
Doors: 11 Closets: 3
fire door
French Doors
Folding doors
Bypass Doors
QUOTE BY: CARL ARTAZ
SOLD TO: Bradshaw -
PO#:
LINE NO. LOCATION
SIZE INFO
Line-1 Front office
Rough Opening: 60 3/4 X 48 3/4
/ < '
/
'
/
/
' '·
' '
/
/
'
/
' '· /
/
View-ed from Exlenor. Scale: 1/4" = 1'
Line-2 Office B side
Rough Opening: 48 3/4 X 60 3/4
I \
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\ I
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I
Viewed from Extenor. Scale: 114• = 1'
QUOTE #: JCCA00094
SHIP TO:
PROJECT NAME: CASEMENTS W/8' doors
REFERENCE:
BOOK CODE
DESCRIPTION
SCCA-3048-2
Siteline Clad Casement Unit
Frame Size 60 X 48 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
71/16 Jamb
Low-E High-Altitude
UNIT
PRICE
QTY EXTENDED
PRICE
7/8-Bead-SOL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cul
(4-Rect-Lites)
L R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
Drawing Number: MIL09030
SCCA-2460-2
Siteline Clad Casement Unit
Frame Size 48 X 60 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1116 Jamb
Low-E High-Altitude
$807.45 $807.45
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
L R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
Drawing Number: MIL09030
$807.45 $807.45
--
\
I
Viewed from Extenor. Scale: 1/4" = 1'
Line-3-1
I
(
\
I
\
I
I
I
\
\
\
Viewed from Exterior. Scale: 1/4" = 1'
Line-3-2
\
\
I
I
\
\
I
\
\
)
I
I
I
Viev.redfrom Exterior. Scale: 114• = 1'
Line-3-3
Viewed from Exterior. Scale: 114• = 1'
(Frame Size 94 X 60 )
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
PEV 2006.4.1.94/PDV 5.212 (02113/07) NW
Drawing Number: MIL09032
SCCA-2460-1
Siteline Clad Casement Unit
Frame Size 24 X 60 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
$1,338.57 $1,338.57
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(3-Rect-Lites)
L
(Brown-Hdwe)
Brown-Screen
(DP40)
Drawing Number: MIL09031
SCCA-2460-1
Siteline Clad Casement Unit
Frame Size 24 X 60 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(3-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
Drawing Number: MIL09031
Siteline Clad Casement Unit
Frame Size 46 X 60 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
One-Lite
s
(DP40) *CUSTOM WIDTH*
Viewed from Exterior. Scale: 1/4" = 1'
Line-4-1
I
I
I
I
I
(
\
\
\
\
\
Viewed from Exterior. Scale: 114• = 1'
Line-4-2
\
\
\
\
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\
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I
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I
I
Viewed from Exterior. Scale: 1/48 = 1'
Line-4-3
Viewed from Exterior. Scale: 114• = 1'
(Frame Size 72 X 60 )
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
PEV 2006.4.1.94/PDV 5.212 (02/13107) NW
Drawing Number: MIL09032
SCCA-1860-1
Siteline Clad Casement Unit
Frame Size 18 X 60 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
$1,068.23 $1,068.23
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(3-Rect-Lites)
L
(Brown-Hdwe)
Brown-Screen
(DP40)
Drawing Number: MIL09032
SCCA-1860-1
Siteline Clad Casement Unit
Frame Size 18 X 60 ( 1 -Wide}
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(3-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
Drawing Number: MIL09032
SCCA-3660-1
Siteline Clad Casement Unit
Frame Size 36 X 60 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
One-Lile
s
(DP40)
Viewed from Exterior. Scale: 1/8" = 1'
Line-6 Kitchen C side
Rough Opening: 30 3/4 X 36 3/4
VieWed from Exterior. Scale: 114• = 1'
Line-7 Kitchen Dside
Rough Opening: 30 3/4 X 36 3/4
VieWed from Exterior. Scale: 1/4• = 1'
(Frame Size 72 X 95 112 ) ( 2 Panel)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
TEMP-Low-E High-Altitude
One-Lite
SR (SL-2)
Brown Handle
Sliding-Screen-(Chestnut-Bronze)
*"(SET-UP.DOOR)"
PEV 2006.4.1.94/POV 5.212 (02/13107) NW
SCCA-3036-1
Siteline Clad Casement Unit
Frame Size 30 X 36 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
$1,718.19 $1,718.19
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/POV 5.212 (02113/07) NW
Drawing Number: MIL09030
SCCA-3036-1
Siteline Clad Casement Unit
Frame Size 30 X 36 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
$358.62 $358.62
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(4-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02113/07) NW
Drawing Number: MIL09030
$358.62 $358.62
D
Viewed from Exterior. Scale: 1/2" = 1'
Line-9 Master Bedroom
Rough Opening: 48 3/4 X 48 3/4
I \
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\ /
Viewed from Exterior. Scale: 1/4" = 1'
Line-1 o Master Bedroom Door
Rough Opening: 72 3/4 X 96
I ¢:J
Viewed from Exterior. Scale: 1/8" = 1'
Frame Size 24 X 24 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
71/16 Jamb
Low-E High-Altitude
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(4-Rect-Lites)
s
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
Drawing Number: MIL09030
SCCA-2448-2
Siteline Clad Casement Unit
Frame Size 48 X 48 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
$236.84 2 $473.68
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
LR
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02113/07) NW
Drawing Number: MIL09030
SCS3-6080
$739.51
Siteline Clad Sliding 300 Series Door ( 6-0 x 8-0 )
(Frame Size 72 X 95 112) ( 2 Panel)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
TEMP-Low-E High-Altitude
One-Lite
SR (SL-2)
Brown Handle
Sliding-Screen-(Chestnut-Bronze)
**(SET-UP.DOOR)**
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
$1,718.19
$739.51
$1,718.19
VleYled from Exterior. Scale: 114• = 1'
Line-12 Master bath D side
Rough Opening: 30 3/4 X 36 3/4
VleYied from Exterior. Seate: 1/4" = 1'
Frame Size 30 X 36 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
TEMP-Low-E High-Altitude
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
Drawing Number: MIL09030
SCCA-3036-1
Siteline Clad Casement Unit
Frame Size 30 X 36 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
$435.01 $435.01
7 /8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(4-Rect-Lites)
R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/POV 5.212 (02/13/07) NW
Drawing Number: MIL09030
$358.62 $358.62
Viewed from Extenor. Scale: 114" = 1'
Line-14 Bedroom 2
Rough Opening: 48 3/4 X 36 3/4
Viewed from Extenor. Scale: 1/4" = 1'
Frame Size 48 X 36 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
7 /8-Bead-SDL W/light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
L R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/POV 5.212 (02/13107) NW
Drawing Number: MIL09030
SCCA-2436-2
Siteline Clad Casement Unit
Frame Size 48 X 36 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
$663.29 $663.29
7 /8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cul
( 4-Rect-Lites)
L R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/POV 5.212 (02113/07) NW
Drawing Number: MIL09030
$663.29 $663.29
Viewed from Exterior. Scale: 1/4N = 1'
Line-16 Basement
Rough Opening: 72 3/4 X 83
I \
I \
I \
( \
I \ I \ I \ L_ ~
Viewed from Exterior. Scale: 1/8" = 1'
Line-17 Basement
Rouah Opening: 94 3/4 X 24 3/4
~I I~
VleWed from Exterior. Scale: 1/4ft = 1'
Frame Size 30 X 36 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
7 1/16 Jamb
Low-E High-Altitude
7/8-Bead-SDL W/light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
( 4-Rect-Lites)
L
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02113/07) NW
Drawing Number: MIL09030
SCHD-60611 F
Siteline Clad French-Swing Door
(Frame Size 72 X 82 1/2 ) ( 2 Panel)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
•Adjustable-Sill* 6 9/16 Jamb
TEMP-low-E High-Altitude
One-Lite
lnswing F-1
$358.62
(Polished-Brass-Handle) Single-Point/No-Bore(05)
Polished-BRASS-Hinge(Standard)
Drip-Lip Brown
PEV 2006.4.1.94/PDV 5.212 (02113/07) NW
Mull Main Item
Siteline Awning Unit Combination Unit
(Frame Size 94 X 24 )
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
6 9/16 Jamb
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
$1,639.78
$849.70
$358.62
$1,639.78
$849.70
,,
I \
I \
I \
I \
I \
I \
Viewed from Extenor. Scale: 1/2" = 1'
Line-17-2
Viewed from Exterior. Scale: 1/2" = 1'
Line-17-3
,,
I \
I \
I \
I \
I \
I \
Viewed from Exterior. Scale: 112" = 1'
Line-18 Basement bedroom
Rough Opening: 60 3/4 X 48 3/4
/ < '
/
/
/
' ' '
' '
/
/
' ' ,,
/
/
/
Viewed from Extenor. Scale: 1/4" = 1'
Frame Size 24 X 24 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
One-Lite
OPERATING
(Brown-Hdwe)
Brown-Screen
(DP40)
Siteline Clad Awning Unit
Frame Size 46 X 24 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
One-Lite
Stationary
(DP40) *CUSTOM WIDTH'
SCAW-2424-1
Siteline Clad Awning Unit
Frame Size 24 X 24 ( 1 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
Low-E High-Altitude
One-Lite
OPERATING
(Brown-Hdwe)
Brown-Screen
(DP40)
SCCA-3048-2
Siteline Clad Casement Unit
Frame Size 60 X 48 ( 2 -Wide)
(CHESTNUT-BRONZE)
Natural-Interior
W/Nailing Fin
71/16 Jamb
Low-E High-Altitude
7/8-Bead-SDL W/Light-Bronze-Shadow Bar) Chestnut-Bronze-SOL
Special-Cut
(4-Rect-Lites)
L R
(Brown-Hdwe)
Brown-Screen
(DP40)
PEV 2006.4.1.94/PDV 5.212 (02/13/07) NW
Drawing Number: MIL09030
$807,45 $807,45
HEPWORTH· PAWLAK GEOTECHNICAL
March 27. 2007
Peter Bradshaw
210 I lay stack Road
Glenwood Springs. Colorado 8160 I
i ' t.;; ·"·\ ;_;
,-11"'1; !q'.:,-,,i1_i-.1~·.··· ~,,,i.l•'lll
Job 0:0. 107 0090
Subject: Subsoil Study for 1:oundatio11 [)csign, Proposed llcsidc11cc. Lot 19~ Filing
4, Oak Meadows. 021 ll I laystack Road. Garlield County. Colorado.
Dear Mr. Brndsha11:
As requested. llcpworth-Pawlak Geotechnical. Inc. performed a subsoil study for design
of lOundations at the subject site. ·rhc study \Vas conducted in accordance \vith our
agrcc1ncnt for gcotcchnical engineering services to you dated Fcbruar~· 20, 2007. 'rhe
data obtained and our rcconnnendations based on the proposed construction and
subsurfrice co1H.li1ions. encountered arc presented in this report I lcp\\'Orth·Pa\v]al-.
(JcotcchnicaL Inc. previously conducted a geologic site asscssn1cnl and preli111inary
geotcclmieal study for Filing.\ of Oak iVkadows and presented our findings in a report
dated April 15. 1998 . .lob No. 196 420.
Proposed Construction: The proposed residence will be a single storv wood frame
Slructurc over a full baserncnt level located Oil the site as SIH1\\'ll on Figure I. rl"he
attached garage and basement lloors will be slab-on-grnde. Cut depths arc expected to
range between about 3 to 8 lect. Foundation loadings for this type of construction are
assumed to be relatively light and typical of the proposed type of construction.
If building condi1ions or founclation loadings nre significantly clilfrrent from those
described above. \vc should be notified to re-evaluate the rccon11ncndations presented in
this report.
exploration. There is an old drainage to the south or the lot. The µround surface is
relatively Oat with a moderate to strong slope down to the north at grades or about 10'%.
There is about 6 feet of elevation difference across the proposed building area.
Vegetation consists ofscruboak, grass and weeds. llasalt cobbles and boulders arc
exposed on the ground surface of the lot.
Subsurface Conditions: The suhsurfoce concli1ions at the site were e' aluatcd bv
cxcnvnting t\vo exploratory pits al the approxin1a1c loca1ions sho\vn on Figure 1. ·rhe
logs of the pits arc presented on Figure~. 'J"hc ::-.ubsoils encountrrcd, bclo\v about 2~<~ feet
of topsoil, generally consist or relatively dense, basalt gravel. cobbles and boulders in a
sandy clay matrix to 1hc pit depths or 6';, and 7 kci. 1\hou1 2 kcl of stiff. sandy silty cl av
with scattered basalt gravel and cobbles \\as encountered bciwcen the topsoil and basalt
rock soils in Pit I. The results of s\\·cll-consolidation testing performed on relative!\
undisturhed san1ples oi'clay rnatrix soils arc presented on Figure 3. "f"hc clay nu1trix
sa111ple fi·on1 Pit I at 6 feet had lo\\' co1nprcssibility under existing 1noisturc conditions
and light loading and a low expansion potential when wetted under a constant light
surcharge. The sample from Pit 2 at S'i, feet showed a moderalc collapse potential
(settlement under constant load) when wetted and high compressibility upon increased
loading alier wetting. Results ofa gradation analysis perfonncd on a sample of the sandy
clayey gravel (n1inus 6 inch fi·actiun) obtained fron1 the site nrc presented on figure 4.
No Jfee \Valer \Vas observed in the pits at the tin1c of excavation and the soils \\'Cre
slightly moist to moist. i\ boring drilled to the cast or the lot as part or the preliminary
stuJy encountered about 2~12 f~ct oftopsoj] overlying clayey to silty sand and gravel \Vith
scattered fragments of siltstone/sandstone and ha salt and no groundwater to the drilled
depth or 17 feet in March 1998.
Foundation Recommendations: Considering the subsoil conditions encountered in the
exploratory pits and the nature of the proposed construction~ \\'C reconuncnd spread
footings placed 011 the undisturbed n;llural soil designed for an allowable soil bearing
pressure or 1.500 psf for support of the proposed residence. The clay soils tend to have
Ioli No_ 107 ()(It)()
construction l(n11H.lation n1ovcn1cnt if the bearing soils bcco111e \vet. Footings that hear on
the llndcrlying rocky soils should ha\C relatively low selllcment potential. The
settlement/heave potential of the bearing soils shnllld be further evaluated at the time of
construction. Footin~s should be a n1inin1u1n \vidth of 16 inches for continuous \Valls and
2 fCet for colurnns. 'l'he topsoil and loose dist11rbcd soils encountered at the foundation
hearing level \Vithin the excavation should be re111ovcd and the footing bearing level
12xtcndcd do\vll to the undisturbed natural soils. \.' oids creatL'd b: the rc1noval of large
rocks shollld be back lilied with compacted sand and gravel. such as road base, or with
concrete. J:xtcrior footings should he provided \vi th adequate cover above their bearing
elevations for frost protection, Placement of footings at least 36 inches below the exterior
grade is typically used in tlfr; area. Continuous f(rnndation walls should be reinforced lop
and botton1 to span local anon1alies such as b:: assun1ing an unsupported length of at lcasl
12 tCct. Foundation \Valls acting as retaining structures should be designed to rcsisl ll
lateral earth pressure based on an equivalent lluid unit weight of at least 55 pcf for the on-
site soil. excluding vegetation. topsoil or O\'Crsizcd rock. as backfill.
Floor Slabs: The natural on-site soils. cxclusiYC of topsoil, arc suitabk lo support li!,!htly
loaded slab-on-graJc construction. ·rhc clay soils have \'ariable scttlc111cnt/hcavc
potential which could results in slab lllO\'C!llCnl am! distress if the bearing soils become
welled. lo reduce the ellects of some diflerenlial rnovcmcnt. lloor slabs should be
separated from all hearing walls and columns with expansion joints which allow
unrestrained vertical movement. Floor slah control joints should be used to reduce
dan1agc due to shrinkapc cracking. ·rhc rcquirc111cnts for joint spacing and slab
reinforcement should he established by the designer based on experience and the intended
slab use. i\ minimum 4 inch layer of free-draining gravel should be placed beneath
basc1nent level slabs to facilitate drainage. This 1naterial should consist of111inus 2 inch
aggregate \Vith less than 50°/ci passing the l'<o. 4 sieve and less than 2% passing the No.
200 sieve.
-
Jph 'Jo 107 (}(IC)()
1naxin1un1 standard Proctor density at a rnoisturc content near optin1un1. R.cquircd fill can
consist of the on-site soils devoid of vegetation. topsoil and oversized rock.
Undcrdrain System: Although groundwater was not encountered during our
exploration~ it has been our experience in the area and \vhcrc clay soils arc present. that
local perched groundwater may develop during times of heavy prccipiwtion or seasonal
runoff. Frozen ground during spring runoff can create a perched condition. ·rhcrefore.
\VC rct.:onuncnd hclo\v-gradc construction, such as cra\vlspacc and basen1cnt areas, be
protected fro111 \Vetting by an underdrain systen1. CI'he drain should also act to prevent
buildup of hydrostatic pressures behind foundation walls.
'fhe undcrdrain systen1 should consist of a drainpipe surrounded by free-draining granular
material placed at the bottom of the wall backfill. The drain lines should be placed at
each level of excavation and at least I foot bclcm lowest adjacent finish grade. and sloped
at a 1nininn1n1 I ?/O grade to a suitable gravity outlet. Free-draining granular 111atcrial used
in the drain systcrn should consist of1ninus 2 iIJch aggregate \\·ith less than 50o/o passing
the No. 4 sieve and less than 2% passing the :sio. 200 sic\'c. The drain gravel should be at
least I Y, feet deep.
Surface Drainage: The following drainage precautions slmuld be observed during
construction and 1naintaincd at all tirncs aitcr tht: residence has been cornpleted:
1) Inundation of the foundation excavations and undcrsJab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
cotnpactcd to at least 95°/., of the 1naxi1nun1 standard Proctor density in
pavc1ncnt anti slab areas and to at least 90°/o of the n1axin1un1 standard
Proctor density in landscape areas. Free-draining wall backfill should be
capped \vi th about 2 feet of the on-site. finer graded soils to reduce surt:1ce
water infihration.
Jnhl'\o 1070()90
sloped to drain away lrom the foundation in all directions. We
recommend a minimum slope of I 2 inches in the first I 0 fret in unpa,·cd
areas and a minimum slope of 3 inches in the first 10 feet in pavement and
\valk\vay areas.
4) Roof downspouts and drains should discharge well beyond the Ji mils of all
backfill.
5 J Irrigation sprinkler heads and landscaping which requires regular heavy
irrigation, such as sod, should be located al leas! 5 feet from foundalion
walls.
Limitations: l"his study has been conducted in accordctncc \\'ith generally accepted
geotechnical engineering principles and practices in this area at this ti1nc. \\''c rnake no
\Varranty either express or in1plicd. ·rile conclusions and rccon11ne11da1ions suhn1itted in
this report arc based upon the data obtained fi·on1 the exploratory pits cxcavat~d at the
locations indicated on Figure I and to the depths shown on Figure 2, 1he proposed lype of
construction~ and our experience in the area. ()ur services do nol include dclcrrnining the
presence. prcvc111io11 or possibility of mold or olher biological conlmni11a11ts (MORC)
developing in the future. If the clicnl is concerned about MOHC. 1hcn a professional in
this special field of practice should be consulted. Our findings include interpolalion and
extrapolation of the subsurface eondi1ions idcnlilicd at !he exploratory pits and variations
in the subsurface conditions may not become evident u111il cxcava1ion is performed. If
conditions encountered during consiruclion appear diffcretll from 1hosc described in this
report, \Ve should be notified at once so re-evaluation of the recorn1ncndations n1ay he
made.
This reporl has been prepared for lhe exclusive use by our client for design purposes. We
arc not responsible for technical in1crprcta1ions by olhcrs of our information. As the
project evolves, \VC should provide continued consultntion and Jield services during
construction to revie\\' and 1nonitor the i1nplcn1entation of our rccon1n1cndations, and to
verify that the rccon1111cndations have hccn appropriately interpreted. Significant design
Joh N11 107 0090
pre se nt ed herein. We reco mm e nd on-s it e obsc rvii l ion 0 1· cxcava1i o11 s and fo und ati on
bea ri ng strata and tes tin g o f stru ctu ral fi ll by n represe nl ati ve of the geo te c lmica l
engmecr.
Ir yo u have any qu es t ions or i f we ma y be of furth er ass is tan ce. ple ase le t us know.
Res pec tfull y Sub mi1t ed.
1-I E PWO RTI I -P/\ \VLAK GLOT EC ll N ICAL. INC.
Rev iewed by:
Steve n L. Pa w lak . P.E.
J ZNvad
att achm ent s Fi g ure I -Locatio n o f Exp lora tory Pit s
ri gur c 2 ~Lo gs of Exp lora tory Pit s
Joh i'\l•. I 0 7 (){)l)O
Fi g ure .1 -Swe ll -Co nso liclation Tes t Res ult s
h gurc 4 -(iradat ion Tes t Res u lt s
.. -----------
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107 0090
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PROPOSF)J
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I OT 19
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LOT 20
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' .;.-r1--1.1
" -200--?tl we 10?
DD-~ i01 LL 34
Pl 19
00
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10
l.EGIND
TOPSOH. sandy silty ct:1y_ orDanics_ roo1s, soft. rnoist. dnrk bro111n
Cl/\Y (CL), silly, s11111Jy, sc1Jltc"ed basalt ciravcl and cobbles. slill, slighlly 111oisL lrulrl brown, sliqlilly
porous
~
10
8AS/\LT Gl1/\VEL, COBElL[S ANIJ flOULllf-11'.> (GC), 111 a s;uicly clay rna111x, clensc, sl1ql1lly rr;01s1. lr(;l1I
brown, cn!c~rcous
2·· D1arneter hancJ driven liner sample.
Disturbed bulk sample
T Practical digging rclusal 1N1H1 hnckhoe.
NOTES
Exploralory p11s were excavatcrl on March 20, ?007 with a Case bllOfl backhoe
2 Loczit1ons of exploratory pits were rneasured approxirnfllely by pacino frorn tcatures shovvn on the site plan
provicJed.
3 EIF:vat1ons of exploratory p1!s were obtained by intcrpolution between contours shov;1n on Ille s1!e plan prov1df!d_
q. Tl1e exploratory pit loca11ons ;=ind elevations should he r.onsidercd accurutc only lo the degree 1rr1p!1erJ by Ha~ rne!tlod
used
b. The Ji11£~s between rnJleri;:ils shown on the exploratory pit logs represent the approx1n1a10 t1otn1diJnl~S be!ween
1natcrial typc~s and transitions rn~y be qr::J.dual
6 No free wntcr 1Nas encountered 1n the pi!s ut H'1e tirr1e of excavating. Fluctuation in water level rnay occur with time.
7 Lat)Ori1tory Testing Results
WC ' Water Content (%)
llll ,, D1y Dens1ly (pr:I)
1 i1 -Percenl retained on the No i1 sieve
1 n7 nnnn
-200 --Percent passing No 200 s·1eve
LL ·~ L1ciui<l I 1r111I (%)
Pt Plasticity Index (%)
1 r'lr~c r'lc r::::vn1 r'ln /\ Tnn'' r-..1T0
u
0
tL
r
0
Gl
0
-
-o
O'
c
0
ii> c m
0 x
UJ 0
c
0
ii>
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0 --
E
0 u
2
3
0.1
0
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2
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o?.
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E
0 u
6
7
8 -
9 ._.
0.1
I 07 0090
Ory Cens1ty --112
Sarnple ol Snqdy Clay Matrix
From Pit I nt 6 Feel
'-
~ ~ --' Ex~J<tns:orr f\D upfv-·
wctlinq
LO 10
fll'rl 1rn Pl1ESSURE -ks!
--~-
Moisture Content _:_:: 102
~D Dry Derisi!y -101
San1p:c of Sandy Clay Matrix
Frorn: Pit? at .'.J_ti FP-P.!
------f-__
--------'
Compress:on
upon
wetting
I'~
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1.0
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I\ -
\
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10
APPLIED PR[SSUr<E -ks!
pcl
-H
--
percent
pcl
SWELL-CONSOLIDATION TEST flFSl II TS
100
100
r.=--==---~frfJfiCJMEllFi AN/\L YSIS
r-1 !ME. Hl_/\f)INCiS
:.'·1 l-'R f H'1
0 ~'J \!IN 1.'"J M :-J liOMIN;qMIN '1 MIN 1 V.IN #200
S1f:Vf AN1\LYSIS _________ ---1
lJ s SfAND/\rn~Sl~~i-c·;_,----·T--CLE1\f{ SOU.Ailr::(;PEN~NG~~--
# 100 #SO 4JO >Titi #8 #t. 3/8" 3/4" I 1:'?.' 3· 5 6" 8" lOO
10 90
;'o i\O
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0 1)0 0 w ,:n z z fJi ;j' V)
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1--z z w w u u 0::
0:: w uJ ,~f: ()_
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~
t<O ;'()
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100 0
JOO GOO ; 18 ?36 '1 IS 9S 190 37.':i
I? c,
lb;..> 1 ~i:? :!OJ
1? I
001 002 005 009 019 031 074 lhO
011\./-h:. ffR Of P/\RTICLES IN \.11LLl\!E T~HS
Gl1AVEL 41 % SAND 35 % SILT AND CIAY 24 %
LIQUID LIMI I :l4 % l'LAS llCI fY INDEX 1U %
SAMPLE Of' Sanely Clayey Grilvel w11h Cobble,; FllOM Pit I al b r 001 to 6 Foot
Parcel Detail Information
Assessorffreas urer Property Search I Assessor Subset Query I A ssessor Sales Sear c h
C lerk & Record er Reception Search
Parce l Detail I Value D e t ail I Sales Detail I Residenti al/Comme rci a l Improvement D e tail
Land Detail I Photographs
I Tax Area II Account Number II Parcel Number II Mill Levy I
I 008 II R008616 II 239515312019 II 63.456 I
Owner Name and Mailing Address
IBRADSHA W, PETER K & LAURA J I
1210 HAYSTACK RD I
!GLENWOOD SPGS, CO 81601 I
Legal Description
lsECT,TWN,RNG: 15 -7 -89 SUB:OAK
!MEADOWS RANC H 4TH. LOT:19 DESC: 2ND
!AM ENDED PHASE 1, F4B. PRE:R080257
IBK :048 1 PG:05 l l BK: 1848 PG:9 11
IRE C PT:708 187 BK:l848 PG:908
IRECPT:708186 BK:l445 PG:885
IRECPT:622779BK:1353 PG: 127
IRE CPT:602928 BK: 1348 PG:263
IRECPT:601840 BK:084 1 PG:0567
Location
Physical Address : 11 2 10 HAY ST ACK RD GLENWOOD SPRINGS I
Subdivision: lloAK MEADOWS RANCH 4TH. I
T ......... A ........... II () '' I
Property Tax Valuation Information
I Actual Value II Assessed Value I
I Land: 100,81011 29,2301
I Improvements: oll ol
I Total: 100,81011 29,2301
Sale Date: Jl9/29/2006
Sale Price: 11127,000
Basic Building Characteristics
Number of Residential lo I Buildings:
Number of Comm/Ind lo I Buildings:
No Building Records Found
Tax Information
Tax Year II Transaction Type II Amount I
2006 Tax Payment: First Half II ($833.18)1
2006 Tax Amount $1,666.361
2005 Tax Payment: Whole ($1,653.60)1
2005 I Tax Amount $1,653.601
2004 II Interest Payment ($16.82)1
2004 II Interest Charge $16.821
2004 II Tax Payment: Whole I ($1,682.12)1
2004 II Tax Amount $1,682.121
2003 II Tax Payment: Whole ($1,483.82)1
2003 II Tax Amount $1,483.821
I 2002 II Tax Payment: Whole I ($406.96)1
I 2002 II Tax Amount II $406.961