HomeMy WebLinkAboutApplication- Permit4
Garfield County
Building & Sanitation Department
408 8th, Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
NO. 9L4 0\9
Job Address `33 Oak 0 cR2Aoc ) IJJL
Nature of Work Building Permit (S140-7 — l R3- n 3 - O Aa
Use of Building
Owner
Contractor
flrykl TTe -r-P
Amount of Permit $ aj Q 77, 25 Date
Clerk � n /
GARFIELD COUNTY BUILDING PERMIT APPLICATION Ig.3�
108 8'" Street, Suite 201, Glenwood Springs, CO 81601 r}g��
Phone:
9Q70-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-38 5 0j j 33 ten_ '_ f.�.i ,/
Permit No: �'I OS j Parcel/Schedule No: �.e.�.�. e — 9O 0 y N c
�]
Job Address: ii9 009h. comer,. PARAcRu7e Co. $/LJC
1 Lot No: J Block No: Subd. / Exemption:
/ %YIONMIIICf'I C. Ree K 1////Ag t SQc
2
en
Tel' ThIo el(
Address /11- H4wrI&4Apy1J
PARAAGSuTC�Co.P/L74
Ph:
970 a P‹'o 1 G
Wk Ph:
3otractor:
/orvJCA ConaMRgc71Q,N
Address:
)109 cR7er)PhAI lhatra
Ph:
97&?rritIV
Lic. No.
4
Architect/Engineer:
06v/✓e t
Address:
Ph:
Lic. No.
5
Sq. Ft. of Building: ^ 9,72...
cRie /
Sq. Ft. of Lot: 7 ' 4 4,
J
Height: n r�, /
et
No�,of Floors:
6
Use of Building: ' •A; 0115
erl QNTI Irsot
7
Describe Work: ,ysV,�,s*d� -{�
�vixr� GowsTaP>(�%io✓ 4
8
Class of Work: NI New o Alteration o Remove
o Addition o Move
9
10
Garage: 0 Single '
!R1P p i�
o Double r
Carport: o Single
❑ Double
�}.ps 7lveway Permit o On -Site Sewage Disposal $1 Site Plan
C R505- b -/ I (Septic)
11
Valuation of Work: $ I+/ y❑ O/ Cud O
11
Adjusted Valuations: $ «a/33/ /�Q 7 - (0 (I
12
pedal Condition.: , , ` n nv
& ,p 1- yt-t Ci (.Lrp R,L SytuQ,� /� syo 8 6,--04-4
i1 e, o. D (/ U
M076 �"°f
A SEPARATE
ISSUED
THIS
AUTHORIZED
CONSTRUCTION
PERIOD
1 HEREBY
APPLICATION
PROVISIONS
COMPLETED
GRANTING
TO
LOCAL
OFCO.
.
NOTICE
ELECTRICAL PERMIT I5 REQUIRED AND MUST BE
BY THE STATE OF COLORADO.
PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
1S NOT COMMENCED WITHIN 180 DAYS, OR IF
OR WORK IS SUSPENDED OR ABANDONED FOR A
OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
CERTIFY THAT 1 HAVE READ AND EXAMINED THIS
AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LAW ' CULATING CONSTRUCTION OR THE PERFORMANCE
O/ _ its •
Plan Check Fee:
l ��. 70
Permit Fee:
/�. /�
Total Fee: Dated Permit Issued:
2877. g S
OCC Group: Const. Type:
NVQ`
Zoning:
Setbacks:
Manu. Home: ISDS No. &
-
�"F�eee:
JI`r�.
n ' Sf. �' W (a' IFQ
\l./ 3').1-05 11..d 3W -C6
BPI . PT. P 'G. DEPT.
APPROVAL /• "ROYAL/DATE
AGREEMENT
PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT
THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
114 CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN 114 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH 114 THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER BUILDER, AND OWNER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garfom.003
c961E. 11.) O oI HE i B Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL) -\l%1 os 3^' 7
VALUATION/FEE DETERMINATION
Applicant70,Th1 , Se"
Address 32 Dat( `LAT
Date 3-11.0 J
Finished (Livable Area):
312
U aper r S4
er S
thbr 2198 Y 74, `8 = 95-4
Total Square Feet
Valuation
Subdivision BVIoni.Oaf OIL MAL (Sec. I,
Lot/Block Lot r a & Icc K5
Contractor/� u.cfio
�ndfi'�sf�" .i
Basement:
Unfinished 2ne 2/eyin =Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 14 V / t
Valuation
Decks/Patios:
Covered 6
Valuation 90 Y z4
Open
Valuation
Total Valuation
8854
)3, 824
44,0
23379'/44
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan
and it's discovered that required information has not been provided by the applicant, this will result
in the delay of the permit issuance and in proceeding with building construction. The owner or
contractor shall be required to provide this information before the plan review can proceed. Other
plans that are in line for review may be given attention before the new information may be reviewed
after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan in order to determine compliance with the building,
plumbing and mechanical codes, applicants are requested to review the following checklist prior to
and during design. Applicants are required to indicate appropriately and to submit the
completed checklist at time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
Plans Must include a floor plan, a concrete footing and foundation plan, gia_ratiss all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the fimsTi ^grade line
and original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-ra (which is required), siding or any approved building material. Engineered
foundations maybe r- •uired. �—
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 eet in elevation, a 90 M.P.H. wind
speed, wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the site plan. (NOTE
Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft.
of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's
signature and professional stamp on the drawing. Any structure to be built within a
building envelope of a lot shown on a recorded subdivision plat shall include a copy
the building envelope as it is shown on the final plat with the proposed structure located
within the envelope.
Yes i/
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
setbacks do apply.
Yes
3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent pr perties), streams or water courses?
Yes ig
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the property
Y
Yes
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the IRC or per stamped engineered design?
Yes
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and t1Je,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 and soffits? G A 8 /t, v e Nl s A 1 i g A B 1e s,
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
constructio
Yes
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof ryfters or joists or trusses?
Yes V
11. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes V See. :Z. -✓n c k ) 3'
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 cave down to
existing (und}sturbed) grade contours?
Yes V
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and el and Colorado Phi II certifications or phase II EPA certification?
Yes (V/ No
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply wi the IRC?
Yes /V b 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 IRC?
Yes ✓ No
16. Does the plan include a window schedule or other verification that windows provide natural
light and vcglilation for all habitable rooms?
Yes 1/ 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 fety glazing for these areas?
Yes J� No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated o plan?
Yes f/ No
19. Do you understand that if you are building on a parcel of land created by the exemption
process or the subdivision process, are building plans in compliance with all plat notes and/or
covenants?
Yes No
20. Do you understand that if you belong to a homeowners association, it is your responsibility
to obtain written permission from the association, if required by that association, prior to
submitting an application for a building permit? The building permit application will not
be accepted ' out it.
Yes No
21. Will this be e only residential structure on the parcel?
Yes No If no -Explain:
22. Have two (21 complete sets of construction drawings been submitted with the application?
Yes !�
23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft.
long?
Yes No
4
24. Have you designed or had this plan designed while considering building and other
constructio code requirements?
Yes No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties z e district?
Yes V No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection b e Garfield County Building Department?
Yes No
27. Do you understand that approval for design and/or construction changes are required prior to
the applicatio f 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 pe t?
Yes No
29. Are you aware that you must call in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the following business day? Inspections
will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to -5003.
Yes No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $17.00 re -inspection fee?
Yes 1/ No
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of a building?
Yes No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the IRC
Yes ✓ No
5
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Departm tat625-8601. pep/i.e./4t- P. n) Poi?,
Yes No 14 J 1 Rt c e i V f $ A)
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
require4at 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 buildinermit 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)
I hereby acknowledge that I have read, understand and answered these questions to the
st of y ab' 'ty.
S a of Owner
72,2 —2,2—
Date
22—
Date
Phone: 2 it c go) 4. (days); (evenings)
Project Name:
Project Address: 1 2- o M X <-o arc 3) f'Q ,e Ac- fl a re/ G o, r 14 3 `•
Notes: If you have answered "No" on any of the questions, you may be required to provide this
information at the request of the Building Official prior to beginning the plan review process.
Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a
permit. If it is determined by the Building Official that additional information is necessary to review
the application and plans to determine minimum compliance with the adopted codes, the application
may be placed behind more recent applications for building permits in the review process and not
reviewed until required information has been provided and the application rotates again to first
position for review, delay in issuance of the permit or delay in proceeding with construction.
BpminregOct2004
• GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, IBC, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload: 40PSF up to 7000ft. elevation.
50PSF 7001 to 8000$.
75PSF 8001 to 9000ft.
100PSF 9001 to 10000ft.
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R301.2.1.4)
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation.
Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R -Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-38 log construction and steel
rafter construction.
• Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R -values are R-19.
=NOt,X 19
BATTLEMENT MESA SERVICE ASSOCIATION
ARCHITECTURAL COMMITTEE APPLICATION & CHECKLIST
(for New Home Construction projects)
Homeowner: 3e % l� 70 0 -et
Home Mailing Address: ) // //4 urn/int e. LA/ / Pit R b e gotTe)Co , 81 Car
Home Phone: 2? S 2 o /L WorkPhone (desired): 5 4,44 e
Project Address: 3a O m C C o t#t C Lot: / 2 Block: 5- Subdivision:ino,v, mf -T c R c eiruPhyt
Production Home Plan Name (if applicable):
Homebuilder. /O r1/tee CO vCie kGTJd6)
Business Mailing Address: J J o 9 c Q, 3 o 8 P AR n t ri u?e) Co, 9/ G 3 r
Business Phone: '77o lg< 2 y f/ Fax (if desired): 52frP
Submittal Date: /O,ypr✓ oC'Estimated Start Date: %/Y1 b R 0<Estimated Completion Date: / 4 t? 0<
SUBMITTAL REQUIREMENTS: Two Copies each of items 1, 2 & 4 need to be submitted.
(Check-offitemsattached to the Application. Fill in spaces as indicated.)
1. Site Plan Drawing (1" = 10' or 1" = 20' scale) with the following information shown:
Lot, Block & Subdivision name.
✓ Street Address of Project.
✓ Building Setback Lines (also fill-in the shortest distance between property line to the
exterior wall closest to that property line). Please be aware that all Building Setback
Lines are taken from your Property Line Pins!! Your Property Line is NOT the
Curb Line!!
Front Setback:
Left Side Setback:
Right Side Setback:
Rear Setback:
Dwelling Unit
6'-6..
/0'-6"
17 Utility Easements.
A//b 55' Clear Site -Line at Intersection Corner Lots.
✓ Site Grading Elevations & Drainage.
-----g—r•/ First (main) Floor Height in relation to top of street curb at front -center of lot.
i/ Driveways (including width of driveway), Walkways, Patios, etc.
/v/ii Outbuildings.
Page 2 of 6
2. Architectural Drawings (1/4" = 1' or 1/8" = 1' scale) with the following information shown.
✓ Floor Plan(s) with overall dimensions (fill-in the following square foot areas).
3Ro Level — Liv i.vg town-Be�'yams -B47Ns l t/og SJ=.
Fa,r I i gm First Floor Finished Living Area:
KfrcNew -piui u} Second Floor Finished Living Area:
gee -Ba TN Lower Floor Finished Living Area:
Total Finished Living Area:
Apt) ep Y'oR
LimcoLyv -De-JoP t
(id&
Total Unfinished Living Area:
Garage Area:
337
3</
a$OO
% S�J
square feet
square feet
square feet
square feet
square feet
?LP? square feet
Building Elevations Plans indicating doors, windows, exterior materials, building height,
roof pitch, roof -mounted evaporative coolers, etc. (fill-in maximum height below).
Maximumbuilding height to highest ridge line or building structural projection
feet above top of street curb at front -center of your lot.
Engineered (stamped) Foundation Plan.
Outbuildings indicating dimensions, elevations and overall height to ridge line.
3. Exterior Materials (fill-in the selections below):
01109
V
Roofing Material: /J SP /1 A f Color: rip
Primary Siding Material: ►/I vvy/ Color: T B 9
Accent Siding Material: V t Ay % Color: Ti? j7
Trim Material: ,RR / c k Color: -r
Masonry Material: gR i c. K Color: T S D
Stucco Materials: ////,4 Color:
Front Door Material: /N PTP) Color: TB 0
Garage Door Material: .41 e T-4 / - ENS a MI to Color:
COLOR SAMPLE COLOR SAMPLE
COLOR SAMPLE COLOR SAMPLE
Page 3 of 6
SBD
COLOR SAMPLE
COLOR SAMPLE
_MD 4. Landscape/Irrigation Plans with the following information:
Planting Plan (indicate areas of irrigated lawn, tree placement, shrub beds, ground cover,
etc.).
Plant Material listing by species of trees, shrubs and grasses.
Groundcover Material with weed control barrier.
Fences.
Other Landscape Improvements (decks, site lighting, flag poles, etc.).
5. Variance Request (if applicable) Give details below:
6. Residential Construction Monetary Deposit:
I/We hereby acknowledge and understand that our failure to complete Home Construction, Improvement
Projects or Landscaping Construction within the time constraints noted in Conditions 2. & 3. On Page
6 of this Application will result in a Notice and Opportunity for a Hearing before the BMSA Board of
Directors. If I/We are found in violation of these Conditions at the Hearing it will result in a fine to the
Owner of not less than 5500.00 per month for each full month in excess of the allotted completion time
frame.
I/We hereby acknowledge that Home Construction or Improvement Projects or Landscape Construction
features which are built in non-conformance with this full application, including the Conditions of
Approval noted on Page 6 of 6 herein, UWe will be cited by the BMSA/AC in written citation form at the
time of discovery. In extenuating circumstances a Variance may be requested from the BMSA/AC,
provided such Variance request item is within the purview and approval jurisdiction of the BMSA/AC.
If a Variance is not granted by the BMSA/AC and if the Non -Conforming Items are not corrected within
60 days after the date of written citation, I/We will be served Notice of a Hearing before the BMSA Board
of Directors, and if UWe are found in violation of these Non -Conforming Items at the Hearing UWe will
be fined a minimum of 5500.00 per Non -Conforming Item. Notwithstanding the foregoing, UWe
acknowledge that the BMSA Board of Directors and/or Architectural Committee may pursue any legal
remedy available in the event of a non-compliance.
Page 4 of 6
Failure to pay fines levied as determined at the Hearing may also result in a Lien being placed on your
Property or. litigation Process initiated by the BMSA Board of Directors to secure conformance with this
full Application and its respective Conditions Of Approval.
I/We understand that Architectural Committee approval does not constitute approval of the local building
department, drainage design or structural soundness, nor does it constitute assurance that the plans
comply with all applicable codes, regulations, ordinances and laws.
l/We further acknowledge that any subsequent field changes which I/We may desire to the Home
Construction or Improvement Projects of this original Application Submittal and the original Conditions
of Approval issued by the BMSA/AC will require an additional Revised Application Submittal on our
behalf, and that I/We will not proceed with any subsequent field changes until a Revised Conditions of
Approval have been issued to us by the BMSA/AC.
Owner's Signature(s):
Owner's Printed Names: 'DRAT I p „lac( Date: / — 1 D — OS --
Builder's Signature:
Date:
Builders Printed Name: Date:
Page 5 of 6
This portion of the Application Form is to be completed by the
Architectural Committee (not the Applicant).
CONDITIONS OF APPROVAL or DISAPPROVAL
1. No sitework or building construction may proceed on any Lot (including no preliminary site clearing,
grubbing, grade alteration, storing of material, foundation excavation, extension of underground utilities,
etc.) until the Project has received a Project approval from the Architectural Committee and has been
issued a Building Permit (as required by Garfield County for new home or Renovation projects).
2. All general building and site improvements construction for any Project shall be completed and shall have
issued a Certificate of Occupancy from the Garfield County Building Department no later than one (1)
year after the issuance date of this Architectural Committee Approval.
3. The complete landscaping and revegetation ofthe improved Lot, to specifically include the front, side and
rear yard areas, shall be completed no later than six (6) months from the date of the Certificate of
Occupancy.
4. If the selection of colors and /or landscaping plans are not included with this application they must be
submitted for approval before any action is taken to install the missing items.
5.
6.
7.
Application A roval (I , •
Laral By of Architectural Committee Members):
Application App ved for onstruction su ject to the above conditions:
By Chairman: Date: --2 %- 0
Application enied (Initials of Architectural Committee Members):
By:
'2C
Application Denie or re son(s) stated ove:
By Chairman:
Page 6 of 6
Date: f' j 9- D -r
BATTLEMENT MESA SERVICE ASSOCIATION
ARCHITECTURAL COMMITTEE APPLICATION SUBMITTAL FORM
(For New Home Construction)
INSTRUCTIONS:
This Application & Checklist is to be used for all project submittals to the Battlement Mesa Service Association
Architectural Committee (BMSA/AC). This form is intended to assist in ensuring that the application submittal
is complete. This will help provide a quicker, more thorough review process.
It is recommended that each Applicant thoroughly review the requirements of the current Architectural
Standards. the Amended and Restated Declaration of Covenants (including Resolutions) and the recorded
Final Plat for their respective neighborhood prior to preparing a submittal.
Applicants preparing a submittal should compare the information they are about to submit with the requirements
of this form and "check off' each required item on the form. If any item is not checked, the Application submittal
is not complete and should not be submitted. Incomplete Applications will not be processed and will be returned
to the Applicant.
In addition to the checklist, Applicants should fill in all of the places on the Application Form where information
is requested. The Architectural Committee will use this information in evaluating your Application. If information
is requested but is not applicable to your specific project submittal, write "N/A" in the space provided. If some
required information is yet to be determined (such as exterior paint colors you may not have yet selected) write
"TBD" in the appropriated space provided. You will then be required to make a follow-up submittal with these
selections at a later date but before installation in the home.
DO NOT fill in any information in the "Conditions for Approval" section of this form. This portion of the form
is for Architectural Committee use only.
When an Application is complete, please mail or deliver it to the following address -
Battlement Mesa Service Association
Architectural Committee Application
73-G Sipprelle Drive
P.O. Box 6006
Battlement Mesa, Colorado 81636
The Architectural Committee meets twice monthly on the 1" and 3'' Wednesdav, and Applications are due
one week prior to the Scheduled Meeting Dates for prior review by Committee members. Please contact
Jane Chapman at (970) 285-9740 to confirm the next scheduled meeting date or to request further information.
We thank you in advance for your cooperation and in complying with the Architectural Standards of the
Battlement Mesa Service Association.
Page 1 of 6
02/25/2005 02:46 6258627
ROAD AND BRIDGE
fe 5 ""
ri
n7Awo10-O PSN NTatitail
Fax
Ton scilrg.nd Pinata
Garfield County
County Road & Bridge Diana
P.O. Bea 426
1667 CR 352
Ride, CO 111660
Phos- 970423-8611 Fax - F70.625.8621
arms Wendy Mad
PAGE 01
Fan 305.3470
Ossn February 262036
Maw
Run OMemrryPenal Iter gnat Muir
tR~
Itgarcl
For Rata
Ms Cana R.sr __b
Cammms:
Tbir ie the driveway bol David Tandee-32 oak Cr in Bodement bias
He said be was bringing in his Wildly p.' .o�.
Wendy
82/25/2805 02:46 6256627
ROAD AND BRIDGE PAGE 02
Garfield County
Road ad Bddp Department
P.O. Box 426
Rifle, CO 81650
Pione-(970)625.$601 Fax- (970)62S4627
Invoice
Driveway Permit Number Gfl05-D•11
Invoice Date 2/73/25515
Bill T� David Tarda
1104 CR 308
Parachute
, CO 81635
$73.00 per Driveway Permit.
Driveway Permit Para :75'00
Total Due:
Thank Yat!
Animaiefio
'074:;„,)
02/25/2085 02:46 6258627
ROAD AND BRIDGE PAGE 03
Garfield County
Aoolicstis. for D vswav Permit
Penn 06bdaigNeat David rawer
. bfnaals:tD to 2.2512110.1
aa& bed Nader: 3720 MSS: S*
PANS Moner: GRBIS D -1I
renwlsoake Dols .Ir1S12005
Iurpee/er: Maim m Gert
hereby res perminioa aid authaEy fromtit Dowd of County Commissioners oonttrrux a driveway approach (as)
on the right-of-way off of County Road, 3720, of Let 12, Beads 3,32 Oak 0. Al address of 33 Out Q., lolled on the
side of road for the purpose of obtaining rocas to properly.
Applicant submits herewith for the consideatioo and approval of the Board of County Commissioners. a sketch of the
proposed inmallmion showing all the uaaaaysidoifecatioo dated including:
1. Frontage of lot abmg road.
2. Hammfrom centerline of rad to prepaty S.
3. Number of driveways requested
4. 'Addeo( proposed driveways and angle of approach
5. Distance from driveway to road intersection, if any.
6. Siasaad shape of nes separstiog ddramys if mine thea one approach.
7. *bad( disowns of building(s) and other enact= improvements.
1. No unloading of equipment on county rand, any damage caused to county road will be repaired at subdivision
expense.
9. Responsible fa two years from the dale of commpktion.
Gamaim ilia
1) The applicant represents all parties in wrest, and affirms that the driveway approach (es) S to be constructed by
him for the bona fide purpose of matting mesa whit property and not for the purpose of doing busies or
servicing vehicles on the road right of way.
2) The spplian t dell furnish an labor and nrsaib, perform all work, and pay all coats to connection with the
construction of the driveway(s). All work shall be completed within thirty (30) drys of the permit date.
3) The type of construction shall be as designated and/or approved by the Bond of County Cmnmasionas a their
representative and all untwists shag be of satisfactory quality and -subject to inspection and approval of the
Hard of County Commissioners or tbei representative.
4) The traveling public shell be protected tbiSgthe ivafiEstion with proper warning signs and signals mid the Board
of Comity Commissioners and their duly appointed agents and employee shall be held harmless against any action
far parosal injury or property derange m+taeed by any moon of the naroise of the Permit
5) Thu Applicant shall awn raponsMIlky for the removal a durance of mow, ice, or slat upon any portion of
the driveway approach(a) even though deposited on she driveway(s) in the conn of the County mow removal
operations.
132/ 25n8135 02:46 6258627
ROAD AND BRIDGE PACE 04
6) la the evad it become necessary to remove any right-of-way fame, the posh m eifha side oldie entrance shall
he surely braced before the fence is tart le prevent wry sinking of tborenrinsg fang and all posh and wire
removed shall be turned over to the District Road Supervisor of the Board of County Commissional.
•
7) No revisions or additions shall be wade to the ddvewry(s) a its appueeua is a the right -of -lay without written
paminiat ofthe Bond of County C®mtimaa
8) Previsions and specifications outlined hada shall apply oe ail roads under the jurisdiction of the Bend of County
Cmmiisiwras of Gmfeld Cewty. Colorado, end tie Specification. set fords on the atts hod haeef and
incorporated beret as conditions hoed.
�40k1
1. Driveway Width- Par BalliementMina SpediraWs
2. Crraleegired? False She: by
3. Asphalt sr wren pad required? True 8Us of pad: Per Baldem et Mesa SpecMestie s
4. Cermet pinta requited? False 1aq&:
3. Thea, brush and/or knee need la be remand 8sr vb y? Pabe
6. DSteaeeaad Mattison
7. C.Hhid Trait Coral Ragidnd? It
IL Work area signs rsgdsed? True
In signing this application end upon receiving sudtariauee and pambsiea to install the driveway approach (es)
desaibed basin the Applicant signifies that he Ise read, undaunted, and accepts the foregoing provision and eooditioa
and agrees to construct the driveway(s) in a0tard ace with the accompanying specification plan reviewed and approved
by the Baud of County Camnissicoss.
sips:
David Tender
Address:
Tipbeue Number:
Permit -go ad jam, subject to the provides, spediatlsa sad amdMloa std hereto.
For Burd of County Commissioners' of Garfield County, Colorado:
Representative of Garfield County Road and Bridge Signature
82/25/2005 02:46 6258627
ROAD AND BRIDGE PAGE 05
Ensifigftat
1. A driveway approach is understood the that portion of the county road right -of way between the pavement edge
and the property tine that is designed and used S the Sa Jaege of traffic between the medway and abutting
2. At any interesdaq s driveway shall be restricted for a sufficient distance from the intersection to preserve the
normal todeafe movameatdnadir— (iter recommended for rural residence Celan that s minimum
ktaaection clearance of 50 tet Wearied and for royal cornetist aim= a minimum of 100 feet be
provided.)
3. A11 entrances and airs doll be so located mad cassluaed that vehicles approaching or tieing than will be able to
obtain atimmasaltdistance-iabeth4e tonedongg the county reed an order to raver safely and without
iatafereg with amity mad traffic.
4. The Applicant shall nm be permined to sea any sign or diayby material, either fixed a movable, on or
enend'mg ova any portion of the county read right -of -wry.
5. Geq*lly, no more than one approach shell be allowed cry parcel a property the frontage of which is lan than
one hundred(100)-feet AddlIiotaleatanaa or mets for Fmk hsvig a *outage iaacaeesof one hundred 100)
IS sha11 be permitted only after drawing of actual convenience ad necessity.
6. All driveways sheltie se located doubt flared portion djaoeat to the traveled way will not encroach upon
adjoining property
7. No c mreemil driveway shell have • width grater than thirty (30) fed armoured el right aogla to the centerline
of the driveway except as increased by permissible radii No aoncoamaelai driveway shall lime a width greeter
than twenty (20) fed manned at right englea to the centerline of the driveway, except as increased by
prrmivible radii.
8. The axis of an approach to the rad may be ata right angle to the centerline of the county rod and of any angle
betwaaoiody (90) degrees end sixty (60) degrees but shell not be lea than sixty (60) degree. Axjjustmae will
be made according to the type of traffic to be saved and other physical conditions.
9. The comrade° of pakeg or services arae at the county road right-of=way is specifically prohibited.
Commercial establishments for watomer vehicles should provide off-the-roed perking facilities.
10. The grade of entrance and nit dell slope downward and away from the rod surface at the same rate as the
normal shoulder slepe and for a distance equal to the width of the shoulder but in no me las then twenty (20)
feet from the pavanetm edge Approach grda am restricted to not more than lam percent (106).
11. All driveways and approaches shall be so cooetruaed dot they shell nor Interfere with the drainage system of the
street or county road. The Applicant will beremind to provide, at he own expense, drainage structures at
anytime= and airs, which will become an Scgral pat of the existing drainage system. The Hoard of County
Comseaioaas or their representative, prior to inielledon, rand epprwt the dimensions and types of all drainage
atruames.
Note 'Elia permit atoll be male avihtMe at the site when ad when work le beteg dam. A want Adeb or
drawletof the proposed driveway(e) met secoyaq epplienene No permit will be bead without drawing.
imprint, or ash
•
PLAN REVIEW CHECKLIST
Applicant
Building
✓ Engineered Foundation
- r firr riveway Permit
/^ASurveyed Site Plan
Aseptic Permit and Setbacks
`. rade/Topography 30%
ttach Residential Plan Review List
" Minimum Application Questionnaire
✓ Subdivision Plat Notes
grit. Fire Department Review
aluation Determination/Fees
�Red Line Plans/Stamps/Sticker
11/4141 -Attach Conditions
,_
Sig.....__—__.—__ned � _---c-2-Th
M e.�cL-ems
✓A/pplication
�an Reviewer To Sign Application
cel/Schedule No.
40# Snowload Letter- Manf. Hms.
Date 3-2]-pjr
flanning/Zoning
Property Line Setbacks
fitilf30ft Stream Setbacks
/falFlood Plain
l/ Building Height
_cZHing Sign -off
Road Impact Fees
"-4--10A/DRC Approval
r' ade/Topography 40%
1-bitPlanning Issues
Subdivision Plat Notes
GENERAL NOTES:
Rug 24 05 01:38p Battlement Mesa Metro Dis 9702859631
CONSOLIDATED METROPOLITAN DISTRICT
109 TAMARISK TRAIL / P.O. BOX 6116 / BATTLEMENT MESA, CO 81636
(970) 285-9050 / FAX (970) 285-9631
Activity Center Impact Fee
Date: August 3, 2005
Buyer: Dewey & Mishelle Neely
Buyer's Address: 32 Oak Court
Parachute CO 81635
Service Address: 32 Oak Court
Parachute CO 81635
Subdivision,: Monument Creek Village
EQR Calculation By:
Amie L. Arneson, Utility Clerk
Activity Center Impact Fee = $1,250.00 x 1.0 EQR
Total Fees Due and Payable Upon1 Closing
Application Approved By:
Sandy Y ger ting ting Manager
$1000.00
$ 0.00
Please remit payment to:
Consolidated Metropolitan District
PO Boa 6116
Battlement Mesa, CO 81636
RECEIVED
AUG 2 4 2005
GARfr'L-
BUILDING a PLANNING
p.2
�Y a
l _ _Y iic -
• 4.9613,217- -
Rug 24 05 01:38p Battlement Mesa Metro Dis 9702859631
38y -3y70 ,4-7/1r ' Nt,al
BATTLEMENT MESA METROPOLITAN DISTRICT
109 TAMARISK TRAIL / P.O. BOX 6116 / BATTLEMENT MESA, CO 81636
(970) 285-9050 / FAX (970) 285-9631
EQR Tap Fee Calculation
Date: August 3, 2005
Buyer: Dewey & Mishelle Neely
Buyer's Address: 32 Oak Court
Parachute CO 81635
Service Address: 32 Oak Court
Parachute CO 81635
Subdivision: Monument Creek Village
Gi
EQR Calculation By:
Water Tap Fee =
Sewer Tap Fee =
Arnie L. Arneson, Utility Clerk
$3,000.00 x 1.0 EQR
$2,000.00 x 1.0 EQR
Total Fees Due and Payable Upon Closing
Application Approved By:
Please remit payment to:
$2500.00
_ $1500.00
_ $ o.oa
P.
Sandy Y
g �Ac unting Manager
Battlement Mesa Metropolitan District
PO Box 6116
Battlement Mesa, CO 81636
We also need a copy of the deed for this property after the closing.
A Water and Sewer Connect Permit is required to connect to the District mains. A
Connect Permit will be issued upon receipt in full of all fees required by the Battlement
Mesa Metropolitan District.
RECEIVER
AUG 2 4 2005ry.
BUILDING 6 PLANNING
GRAND JUNCTION
LINCOLN - DeVORE, Inc.
GEOTECHNICAL ENGINEERS - GEOLOGISTS
•
1441 Motor St.
Grand Junction, CO 81505
July 8, 2005
Tonder Construction
1104 C. Rd. 308
Parachute, CO 81635
Re: Garfield County Building Permit # 9929
32 Oak Ct., Battlement Mesa, CO
Gentlemen:
TEL: (970) 242-8968
FAN: (970) 242-1561
Grand Junction Lincoln DeVore personnel have examined the foundation footing forms at the above referenced site on
4-26-05. Our examination was based on foundation engineering drawings previously completed by Grand Junction
Lincoln DeVore, Inc. for this site.
All footings were the correct width and depth as per our foundation design.
Grand Junction Lincoln DeVore personnel have observed the foundation reinforcing steel at the above referenced site on
4-26-05 and 5-2-05.
Proper placement and quantity of steel reinforcing bars were found at the time of our observation. Therefore, it is our
conclusion that the work done is in conformance with our previous recommendations for this site.
We hope this letter has provided you with the information required. If questions arise or further information is needed,
please feel free to contact Grand Junction Lincoln-DeVore at any time.
Respectfully submitted,
GRAND JUNCTION
LINCOLN-DeVORE, INC.
Edward M. Moms PE
Principal Engineer
GJLD Job # 91484 -GJ
GRAND JUNCTION
LINCOLN - DeVORE, Inc.
GEOTECHNICAL ENGINEERS - GEOLOGISTS
1441 Motor St.
Grand Junction, CO 81505
July 8, 2005
Tonder Construction
1104 C. Rd. 308
Parachute, CO 81635
Re: Open Excavation Observation
32 Oak Ct., Battlement Mesa, CO
TEL: (970) 242-8968
FAX: (970) 242-1561
As requested, Grand Junction Lincoln DeVore personnel have completed a foundation excavation evaluation at the above
referenced site on 4-25-05. The purpose of this observation and evaluation was to determine the type and condition of
the soils on the site and to relate their engineering characteristics to foundation reactions of the proposed structure Two
shallow exploration pits, excavated to a depth of 7 to 8 feet were observed by personnel of Grand Junction Lincoln
DeVore on 4-14-05. The purpose of these two exploration pits was to determine if any additional structural fill was
required on this site. This letter contains general recommendations for construction of a residential foundation, but is
not a foundation design and may not be used as such. Our conclusions and recommendations for this site are presented
below.
Soil Classification: The soils on this site consist of an alluvial debris -fan deposit which is quite thick
and extremely stratified. This debris fan originates on the middle and upper slopes of Battlement Mesa to the east
southeast, along the Battlement Creek and Monument Gulch Drainages. The stratification within this debris fan feature
ranges from silt, sandy silt and silty clay in the finer portions and gravely silty clays to silty gravel, cobbles and boulders
in the coarser portions. Many strata of the finer -grained soils are of low to very low density and exhibit compressible
and metastable (collapsible) properties.
The soils at foundation level on this site visually classified as low plastic silt of moderate compressive and slight to
occasionally moderate collapsible properties. This upper soil is believed to be in excess of 50 feet thick below the
foundation excavation. The allowable bearing capacities of the upper soils on this site, after wetting and compaction,
are 1400 psf maximum and 150 psf minimum.
In-place soil density tests of the reworked subgrade soils were taken within the building excavation on 4-25-05. These
4 in-place soil density tests indicate the wetted, reworked soils have a dry density ranging from 105 to 108 pounds per
cubic foot. Densities of this magnitude indicate these reworked soils, in near proximity to the footings, do not possess
moderate compressible or possible collapsible properties. No soft areas were indicated by the final density tests taken
on 4-25-05 nor were soft areas observed by personnel of Grand Junction Lincoln DeVore on that date.
Unless specifically noted, this site observation, any associated testing and the reworking/compaction of the soils at
foundation level, addresses only the soils within 1 to 2 feet below the bottom of the building foundation excavation. It
is possible that soil conditions which may affect the performance of this foundation system are present below the depth
of soil compaction by the contractor and the testing performed by Grand Junction Lincoln DeVore. The grading and
drainage recommendations are considered very important for the long term stability of this foundation system and the
structure.
Man-made Fill: Soils within the original foundation excavation appear to be native to the site. The
subgrade soils within the upper 8 to 12 inches of the building excavation were wetted, reworked and compacted by the
contractor to obtain the soil densities reported above.
Tonder Construction
Open Excavation Observation, 32 Oak Ct., Battlement Mesa, CO
July 8, 2005 Page 2
Soil Moisture Conditions: The subgrade soils at foundation level within the original excavation
were believed to be dry to damp, based upon site conditions and our experience in this area. No free water was noted
in the excavation. Some moisture was added to the soils in the excavation by the contractor in order to obtain proper
compaction.
Foundation Type Recommended: A properly designed shallow foundation system of the standard
continious spread footing and stem wall type, based upon the recommendations provided in this report has been prepared
by Grand Junction Lincoln DeVore, a copy of that design has been previously provided to the contractor/client. The
foundation system must be constructed in strict compliance with our plans and specifications, with no alterations or devia-
tions allowed unless prior approval is first obtained from this office.
Voids Beneath Foundation Walls: Voids are not required for this foundation design.
Reinforcing: The foundation shall be reinforced as shown on the foundation design. No changes shall
be made to this placement of reinforcing without written approval of the design engineer or architect.
Floor Slabs: Non -Structural floor slabs on grade, if any, should be positively separated from all
structural portions of this building and allowed to float freely. Frequent scoring (control joints) of the slabs should be
provided to allow for possible shrinkage cracking of the slab. These control joints should be placed to provide maximum
slab areas of approximately 200 to 360 square feet. Any man-made fill placed below floor slabs on grade should be
compacted to a minimum of 90% of its maximum Modified Proctor dry density, ASTM D -I557. These soils should be
placed at a moisture content conducive to the required compaction (usually Proctor optimum moisture content +2%).
Drainage and Grading: Adequate site drainage should be provided in the foundation area both during
and after construction to prevent the ponding of water and the wetting or saturation of the subsurface soils. We
recommend that the ground surface around the structure be graded so that surface water will be carried quickly away
from the building. The minimum gradient within 10 feet of the building will depend on surface landscaping. We
recommend that paved areas maintain a minimum gradient of 2%, and that landscaped areas maintain a minimum
gradient of 8%. It is further recommended that roof drain downspouts be carried at least 5 feet beyond all backfilled areas
and discharged a minimum 10 feet away from the structure. Proper discharge of roof drain downspouts may require
the use of subsurface piping in some areas. Under no circumstances should a 'dry well discharge' be used on this site,
unless specifically sited by a Geotechnical Engineer. Planters, if any, should be so constructed that moisture is not
allowed to seep into foundation areas or beneath slabs or pavements.
The existing drainage on the site must either be maintained carefully or improved. We recommend that water be drained
away from structures as rapidly as possible and not be allowed to stand or pond within 15 feet of the building or
foundation. We recommend that water removed from one building not be directed onto the backfill areas of adjacent
buildings.
Should an automatic lawn irrigation system be used on this site, we recommend that the sprinkler heads, irrigation piping
and valves be installed no less than 5 feet from the building. In addition, these heads should be adjusted so that spray from
the system does not fall onto the walls of the building and that such water does not excessively wet the backfill soils.
It is recommended that lawn and landscaping irrigation be reasonably limited, so as to prevent undesirable saturation of
subsurface soils or backfilled areas. Several methods of irrigation water control are possible, to include, but not limited
to:
Tonder Construction
Open Excavation Observation, 32 Oak Ct., Battlement Mesa, CO
July 8, 2005 Page 3
• Metering the Irrigation water.
* Sizing the irrigation distribution service piping to limit on-site water usage.
* Encourage efficient landscaping practices.
* Enforcing reasonable limits on the size of high water usage landscaping within 5 feet of the building or
foundation.
• Incorporating `xeriscaping' landscaping and irrigation techniques.
A plastic membrane placed on any Crawlspace ground surfaces may retain/trap excessive amounts of water beneath the
membrane. If future moisture problems develop or are anticipated, the Foundation Design Engineer or the Geotechnical
Engineer may require that the membrane be partially or completely removed from the crawlspace area.
Provided all recommendations found herein pertaining to site surface drainage, grading and soil compaction are closely
followed, a perimeter foundation drain would not be required. For frilly finished basements, however, the use of a
perimeter foundation drain (see attached drain sketch) would significantly reduce potential moisture related problems
which can arise from subsequent area development.
Backfill: To reduce settlement and aid in keeping water from reaching beneath this building, all
backfill around this building should be mcehanically compacted to a minimum of 90% of its maximum Modified Proctor
dry density ASTM D-1557. The only exception to this would be the components of the perimeter foundation drain, if any.
All backfill should be composed of the native soils and should not be placed by soaking, jetting or puddling. All backfill
placed in utility trenches around this structure or below foundation walls should be mechanically compacted to a
minimum of 90% of its maximum Modified Proctor dry density ASTM D-1557. These soils should be placed at a
moisture content conducive to the required compaction (usually Proctor optimum content +2%).
Cement Tyne: Type 11, Type I-11 or Type II -V cement is recommended for all concrete which is in
contact with the soils on this site. Calcium chloride should not be added to a Type II, Type I-II or Type H -V cement under
any circumstances.
Remarks: We recommend that the bottom of all foundation components rest a minimum of 3 feet
below finished grade or as required by the local building codes. Foundation components must not be placed on frozen
soils.
Senate Bill 13 (CRS 6-6.5-101) Discussion: This particular residence is being constructed on
foundation soils which do not possess a "significant potential for expansion". We recommend that the owner receive a
copy of this summary report of our soil analysis and site recommendations.
Limitations: This report is issued with the understanding that it is the responsibility of the owner,
or his representative to ensure that the information and recommendations contained herein are brought to the attention
of the architect and engineer for the project, and are incorporated into the plans. In addition, it is his responsibility that
the necessary steps are taken to see that the contractor and his subcontractors carry out these recommendations during
construction. The findings of this report am valid as of the present date. However, changes in the conditions of a property
can occur with the passage of time, whether they be due to natural processes or the works of man on this or adjacent
properties. In addition, changes in acceptable or appropriate standards may occur or may result from legislation or the
broadening of engineering knowledge. Accordingly, the findings of this report may be invalid, wholly or partially, by
changes outside our control. Therefore, this report is subject to review and should not be relied upon after a period of
3 years.
Tonder Construction
Open Excavation Observation, 32 Oak Ct., Battlement Mesa, CO
July 8, 2005 Page 4
The recommendations of this report pertain only to the site investigated and are based on the assumption that the soil
conditions do not deviate from those described in this report. If any variations or undesirable conditions are encountered
during construction or the proposed construction will differ from that planned on the day of this report, Grand Junction
Lincoln DeVore should be notified so that supplemental recommendations can be provided, if appropriate.
Grand Junction Lincoln DeVore makes no warranty, either expressed or implied, as to the findings, recommendations,
specifications or professional advice, except that they were prepared in accordance with generally accepted professional
engineering practice in the field of geotechnical engineering.
Respectfully submitted,
GRAND JUNCTION
LINCOLN-DeVORE, INC.
By:
30590!:
? #cr r° , .;
Edward M. Moms Pte-
Principal Engineer
GJLD Job # 91484 -GJ
T'RITI C AL DRAINAGE ZONE
rMICE THE W10 IH or /HE GRICINAL C'C A VA 710N LIMIT
( VARIE:1 - MINIMUM OF 5 FEE1 FROM BUILDING )
ROOF DOWT4POU7 1"
.:04FPF".:c <D 6 a- PEEP TO .!NCFCAPE V II
• OS( LOw IIA -CP L E TYPE PL4NTC 0'd/or riRISCAPMO' 11 II
TCHNn.'UE5 WITHIN 7HE CRITICAL DRAINAGE ZONE
GROUND SLOPE
ACROSS LANDSCAPING TILLED for LANDSCAPING
1 1
I SOIL BACKFILL/ o
THE NATIVE SOILS BELOW THE r, COMPACTED TO MP4IMIZE/ I
'CRITICAL DRAINAGE ZONE TO BE • wATER SEEPAGE TO
REWORKED dr COMPACTED FOR I THE FOUNDATION 50/LS ..) 1
A MINIMUM OF IZ INCHES
a PVC ORA/NAGE PIPE _/. IJ m
- CXCA VATON LIMITI '`_ . •17.•
PERIPHERAL DRAIN ono 4" do PVC�0 v
INV -nail/ m per GEOTECHNICAL ENGINEEC R
SPECIFICAT,ONS - AS REQUIRED
DRAINAGE / L ANDcCARING CONCEPT
'LOW WATER' & PERIMETER DRAIN
CRITICAL DRAINAGE ZONE
TWICE THC WIDTH OF IRE ORIGINAL EYCAVATION LIMN
( VARIES - MINIMUM OF 5 FEET FROM BUILDING )
ROOF DOWNSPOUT
SOIL PREPARED 6" IP 8" DEEP 10 LANDSCAPE
USE LOW WATER USC TYPE PLANTS and/or AERISCAPING
TECHNIQUES WITHIN THE CRITICAL DRAINAGE ZONE'
GROUND SLOPE
ACROSS LANDSCAPING
DRAIN GUT! R
ORA/
PIPE
INC NA TIVC 501L5 BELOW INC
'CRITICAL DRAINAGE ZONE' TO BE
RCWOPMED h COr4PACTCD FOR
A MINIMUM OF T7 INCHES
EXCAVATION LIMIT
1
LANDSCAPE FABRIC BENEATH I `o
GRAVEL/MULCH COvfR
LI COMPACIL 1
CO 0 MINIMIZE ---r
WATER SEEPAGE TO V
THE FOUNDATION SOILS �}J�j T—' X
14/
PERIPHERAL DRAIN and 4- 0/0 PVC
/MST -AILED as oel GCOTECHNKAL ENGINCER
SPECIFICATIONS - AS REQUIRED
DRAINAGE / LANDSCATNG CONCERT
'NO WATER ZONE' & PERIMETER DRAIN
GRAND JUNCTION
LINCOLN-DeVORE, Inc.
GEOTECNN IC AL ENGINEERS—GEOLOGISTS
EXTERIOR DRAINAGE / LANDSCAPING CONCEPT
I o•a
8-18-98
SCALE
NONE
CA* 1
0 -DRAIN 1
No
Assessor's Parcel N�7.JR3-9907-CI 2
Date - -CS
� BUILDING PERMIT CARD
/�
Job Address `J3 'l 0 - \
Owner
Contractor e. i Qtr—
Setpcks: Front Rear
' C t • IEf2ISs-• UV Q$
lccr i J -e Rfl
/ a. •.
g.i s e4
ou C
da Foundation -f4"\f�
Grout
Underground Plumbing S10 -o5 en\
Rough Plumbing 7--V2-
Framing
--i2Framing
Insulation
Roofing
Drywall 7-2.6:- 05 .
Gas Piping 1- It -05 OW"-
-AD -05
EXTERIOR
Address No.
Drainage ri%0-)1A-.
Decks -support & clearance to wood
Decks -stairs & rads
Exterior lock
Flashing around doors & windows
Trisect screens
INTERIOR
GARAGE
7 p-vr-t-
✓
✓
Fire wall separation
Service doors•11/4' min.
Door [20 min.) w)auto ctoser-174" min.
Mech. equip. 19" above floor
No opening into sleeping area
BASEMENT -CRAWL AREA
Access
Insulation
HeadrooMStaim
Ventilation
rrir
Address) 11 HCluit-l5rr,a t Phoon#N-�s tic
AddresskIE4O__P� 1iLL Phone __1
RH LH Zoning 7
INSPECTIONS
Weatherproofing
Mechanical
Electrical Rough (State) 7./ 5-c C %/1-0
Electrical in State) SeaoscWt
Final_a &o /Checklist Completed9
Certificate Occupancy #
Date
Septic System #
Date
Other
NOTES
FINALCHECKUST
MECHANICAL ROOM
Boiler_
Hot water
F.A. gealoi
Floor drain
Clearance
AY con. system
Hot weler Mater
Combustion air
Gas piping. valves
LPG Drain
FIREPLACE/STOVE
Clearance to combustiblesT
Tennlnaeon of chimney/
Combustion air
De
Hearth (12" or 20" on sides) ---„-�
017
Glave doors 1 n. ✓
Certified by:
REMARKS
(continue on back)
STAIRWAYS
Headroom (e'6") — ✓
Railing & guardrails
Width
Rise & run
KITCHEN
DD—t6/
Clearance above grill
Exhaust tan
& oiler exhaust (1 hr. chase) �---
B EDROOMS
Egress
Smokedetector
BATHROOMS
Exhaust fan ✓
$haderyroot glees
OTHER
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
Date Issu
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
ASZoned Area Permit No 1f..j
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NU'L'L AND VQID.
Use5T ev LiJ >T r W
Addrre'sss or Legal Description
Owner 1 �•^it
Contractore:I1 %t'
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing .0,26-054 (_
Dri eeway G X05 3 // -
3-_,2 Je4L
Foundation -os G
a42"a,Oa� o�&
Underground Plumbing 5- !3 • c 5 kw_
Insulation 1- 91-6 -05 km -
Rough Plumbing 7.jz-03-,
Drywall 7. ys Dc aw,
Chimney & Vent `I- l%-os/an
- ff-a oA"'
Gas Piping 7- v VSTrvA
Final S.1-05- ,
Septic Final
Framing -1.1-4450x ek_tu..4•:.,r (,Lc-'"�i "th ,_.,j
(To include Roof in place `and Widows
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
APPRO ED
Date
ala
THIS PERMIT IS NOT TRANSFERABLE
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC