HomeMy WebLinkAbout10751 W. 34th PlaceCity of Wheat Ridge
Residential Roofing PERMIT - 201703831
PERMIT NO: 201703831 ISSUED: 07/12/2017
JOB ADDRESS: 10751 W 34th PL EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark burnt sienna asphalt
shingles - 38 sq
*** CONTACTS ***
OWNER (303)238-3044 WILMA I ZELLITTI TRUST THE
SUB (303)271-0100 Rob Theis 090269 RJI Professionals Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00
FEES
Total Valuation 0.00
Use Tax 239.40
Permit Fee 236.00
** TOTAL ** 475.40
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6,nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
ff's / /�') 1") Is--/ Z-10 0( ,
INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection
INSPECTION REQUEST LINE: (303) 234-5933
Occupancy. /Type
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections Date
Inspector
Initials
Comments
Electrical
Wall Sheathing
Mid -Roof
Floodplain Inspection (if applicable)
Sewer Service
Final Electrical
Lath / Wall Tie
Plumbing
Final Mechanical
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Lath / Wall Tie
Final Plumbing
Final Mechanical
Rough Electric'
Roof
Final Window/Doors
Rough Plumbing/Gas Line
Final Building
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
`For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
]��(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: goq~ F'nal 1202
Job Address: 10 751 V 3 q-tL
Permit Number: '2 017630-' 1
Find/ lZrk)X
❑ No one available for inspection: Time 77 0M PM
Re -Inspection required: Yes (No �-°°
When corrections have been made, call for re -inspection at 303-234-5933
Date:3 Inspector: &ne ( - tf
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 30 6 / `/10
Job Address: )075:1 fit% _317
Permit Number: 9-o l 703931
ktl
❑ No one available for inspection_Tme f ! AM/PM
Re -Inspection required: Yes; No
IZ
When corrections have been made, call for re -inspection at 303-234-5933
Date: % 1 7 -Inspector: oil/
DO NOT REMOVE THIS NOTICE
11, City of Wheat Ridge
Residential Roofing PERMIT - 201703831
PERMIT NO: 201703831 ISSUED: 07/12/2017
JOB ADDRESS: 10751 W 34th PL EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark burnt sienna asphalt
shingles - 38 sq
*** CONTACTS ***
OWNER (303)238-3044 WILMA I ZELLITTI TRUST THE
SUB (303)271-0100 Rob Theis 090269 RJI Professionals Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,400.00
FEES
Total Valuation 0.00
Use Tax 239.40
Permit Fee 236.00 W4 r -in_
** TOTAL ** 475.40'-
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) requires an approved inspection
prior to installation of ANY roof coverings and is require on the entire roof when spaced
or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are
required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and
water shield is required. Eave and rake metal is required. A ladder extending 3 feet above
the roof eave and secured in place is required to be provided for all roof inspections.
Roof ventilation is required to comply with applicable codes and/or manufacturer
installation instructions, whichever is more stringent. In order to pass a final inspection
of elastomeric or similar type roof coverings, a letter of inspection and approval from the
manufacturer technical representative stating that "the application of the roof at (project
address) has been applied in accordance with the installation instruction for (roof
material brand name) roof covering" is required to be on site at the time of final
inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
Residential Roofing PERMIT - 201703831
PERMIT NO: 201703831 ISSUED: 07/12/2017
JOB ADDRESS: 10751 W 34th PL EXPIRES: 07/12/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark burnt sienna asphalt
shingles - 38 sq
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this pennit and perform the work described and approved in conjunction with
this permit. I further the
that I am le ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be o 8d.is disclosed in this document and/or its' accompanying approved plans and specifications.
///(///7
Signature of OWNER or CONTRN&OR (Circle one) Date I
I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4' No work of an manner shall be performed that shall results in a changeof the natural flow'of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applica ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any
inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dane Lovett ?�O W N 3 i
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 29, 2017 3:18 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application 1�
Residential Roofing Permit Application
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if k__�
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
10751 W 34th Place
Wilma Zellitti
3032383044
Field not completed.
'
This application is exclusively for new permits for residential roofs and for licensed
A
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
S
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if k__�
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
Property Owner Email
Address
10751 W 34th Place
Wilma Zellitti
3032383044
Field not completed.
Do you have a signed Yes
contract to reroof this
property?
It will need to be
provided at the time of
permit pick-up.
CONTRACTOR INFORMATION
Contractor Name
Contractor's License
Number (for the City of
Wheat Ridge)
Contractor Phone
Number
RJI Professionals, Inc.
090269
3032710100
Contractor Email Address Naomi@rjipro.com
Retype Contractor Email Naomi@rjipro.com
Address
DESCRIPTION OF WORK
Are you re -decking the No
roof?
Description of Roofing CertainTeed Landmark Burnt Sienna
Material
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 38
material selected above?
Does any portion of the No
property include a flat
roof?
If yes, how many squares Field not completed.
on the flat roof?
TOTAL SQUARES of all 38
roofing material for this
proj ect
Provide additional detail Complete reroof; 6/12 pitch; single -story
here on the description of
z
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract 11400
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this Yes
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
Name of Applicant Naomi Ordonez
Email not displaying correctly? View it in your browser.
3
13551 WEST 43RD DRIVE, UNIT Q Where Ouali and Service Are One!
GOLDEN, COLORADO 80403 ty
OFFICE: 303-271-0100 LICENSED AND INSURED
FAX: 303-271-0200
NATIONAL ,
ROOFINGD BBB
ASSOCONTCATIONS RJI PROFESSIONALS, INC.
M
� mo Zeli�i- �
CUSTOMER NAMES)
t QHS I r) 34'' P(,,zt-
JCUSTOMER BILLIN8 STRE ADDRESS
W LCI ckz� ��) Ai' ,tea
CITY, STATE, ZIP
CUSTOMER PHONE NUMBER
PROPERTY STREET ADDRESS (if different)
CITY, STATE, ZIP (if different) COUNTY
We Propose ))�
To furnish material and labor - compete in accordance with sp cifications below for the sum of: $ M SS
Payment to be made as follows: % down ` balance upon completion of work.
Materials present on roof: Asphalt k layers Cedar Shake layers Cedar Shingles layers Flat layers
A 1. Tearoff existing I Layers on House Layers on ❑ Garage Layers on ❑ Other
t 2. Protect siding, bushes, pool, and yard with plywood & tarps when possible. Roller magnet yard & driveway upon completion.
( 3. Remove all roofing materials, stacks, vents, valleys, and flashing. Haul the roofing debris from the entire yard.
4. Replace all rotten or damaged roof decking at a rate of $ SCI per #tear; per worker, plus materials, or a sum of
$ , for a complete redeck over and above original bid price. S
5. Remove all roofing nails as needed and re -nail all loose roof boards.
—J 6. Apply ice and water shield'_ up from all eaves S wide up all valleys.
f 7. Cover remaining roof areas with Underlayment felt K 15 Ib. 30 ib.
^ fr 8. Install new 24" Galvanized Color Clad Valley.
9. Install new roofing material: Type:
10. Weight .7 UIQ— Color Style yew Warranty
AJ JA 11. Install 2" 3" 4" 5" Galvanized plumbing stacks metal kitchen bath damper vent
heat flue low pitch high.
y r, 12. Install heavy duty bird proof vents, color , turbines colors other
—A,44-13. Any siding repair to allow installation of new step flashing will be done at a raze of $ per hour. Per worker plus
materials over and above original bid price.
ni to 14 Install new step and counter flashing to existing chimneys $ over and above original bid price.
15. All permit fees and taxes included.
,!S— Year Labor Warranty S__ Year Manufacturer's Warranty
OPTIONS
CUSTOMER INITIAL HERE IF SUBJECT TO INSURANCE ALLOWANCE AGREEMENT. It tnnlaled, the tailowUg afdnional prbvlatap eppty:
Agreement is valid only If Customer has full replacement cost insurance coverage (less deductible).
B. Comoam/s Work will be ammnieled with no colt to Customer other than Customers Insurance deductible unless Customer chooses upgrades or additional work that is not app[aYed by
Customer's Insurer. Customer hereby assigns all amounts due from Customer's insurers and mortgagees for Company's Work to Company.
C. Customer will provide allAocuments antl information necessary (i) for submission of claims to Customerk insurer, and (ii) for paymands to be made by Gstomert lnsuterarid
mortgage(s). Customer adhodzes Company to discuss scope of work and pricing with Customer's insurers and adjusters. Customer appoints Compaq as the Cmtomefs power of
attorney to inspect and adjust the loss, and to collect and receive all insurance payments related to Company's Work.
D. All direct costs, overhead and profit alloyed by Customer's insurer, and any supplements approved by Customer's insurer for adeitional work, upgrades, options or cost ink are to be
paid to Company. Company reserves Me right to request and receive additional payments from Customer's Insurer due to material or labor increases, storm environment, or if
measuumments and/or Other information provided by Customer or Customer✓ insurer are incorrect
E. Company may cancel this Agreement if Company and Customers insurer are unable to agree on the scrape of work and price for work covered under Customer's insurance policy.
9T H �-�91 us��-5
INSURANCE COMPANY POLICY f CLAIM If (IF KNOWN)
T
I/we re to the terms and conditions of this Agreement, including all terms and conditions on the reverse side.
C M RSI NATURE l DATE U OMER SIG DATE
�� evtyt �L Sri GZ
PRINI SALES REPRESE NAME AND PHO&F NUMBER SAL R R SE ATIVE SIGNATURE DATE
Property Address:
Mailing Address: (if different then propetly addiass)
Address:
". - WINNIMM, W.
_oAmmyy
WILDING DEPARTMENT COMMFXTS� OCCUPANCY:
Reviewer:
010 DEPARTMawr.! 0 aWoved w/ oornf"QAts a disapproved 0 no review req0ed
111111U�: Permit Application
INSPECTION RECORD Occupancy/Type
INSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
/9757 14). 3 V X A /)9.�7�,�0
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR -
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
I -( `b 9
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
.INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
ROUGHS
Sheathing
Lath / Wall tie
Mid -Roof
Electrical Service
>' Rough Electric
Rough Plumbing
Gas Pioino
Rough Mechanical
ABo%
.., Framing
Insulation
Drywall Screw
Ie
r
INSPECTIONS TO BE SIGNED PRIO TO PROCEE
FINALS - -
Electrical
Plumbing
Mechanical
Roof
I -( `b 9
Building Final
Fire Department
R.O.W & Drainage
.INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
"NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY is ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION
- - -- ` - -- OF A CER TIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - -- - - -- -
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
INSPECvinm REGARD `
Call by 3:00 PM; to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING To THIS JOB
FOUNDATI ON INSPECTIONS DATE INSPECTOR - COMMENTS
INITIALS
Footings /Caissons
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
:POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED
.CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
CT THIS CARD FROM THE WEATHER
♦ ♦ CITY OF WHEAT RIDGE
f =,-� Building Inspection Division
(303) 234 -5933 Inspection line
( 303) 235 -2855 Office • (303) 235 -2857 Fax
INSPECTION NOTICE
Inspection Type: e'P. -
Job Address: !>?75r 1,0. wt W
Permit Number: 6G It 11,
❑ No one available for inspection: Time t2' 3C) AM/OM
Re- Inspection required: Yes No
When corrections have been made, call forreinspec at 303 - 234 -5$33
, I �j B
Date: Yom' -(� Inspector: - - -��" r .
DO NOT REMOVE THIS NOTICE
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ~6O F
Job Address: f7 `7 51 T~ PL
Permit Number: OS 2, 760
t
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
*When f corrections have been made, call for r -inspe ion at 303-234-5933
Date:` 1 _Q ci~ Inspector: f f
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ArV'rc
Job Address: It)71~( (4).7((al
Permit Number: fV 276f)
❑ No one available for inspection: Time l AM/ M
Re-Inspection required: Yes t
When corrections have been made, call for re-inspection at 303,E
Date: f()- 7~ Inspector: c.p
DO NOT REMOVE THIS NOTICE
5vo~~
s4 City of Wheat Ridge Building Division
7500 W, 291h Ave., Wheat Ridge, CO 80033 ~a
f Office: 303-235-2855 * Fax: 303-235-2857 Plan a tt Inspection Line: 303-234-5933
Perm~~
Building Permit Application
w 10751
Property Owner (please printy G~ 1(r} Phone; 0 -,,a z3 - 3ovr-l
Mailing Address; (if different than property address)
Address:
City, State, Zip:
C. k9* c at2p Tlzucnon -701a . R c, Pkw :fin iewwo Soda
Contractor License Phone.
3'-7`~2 -5t r7,3
Electrical City License Plumbing City license Mechanical City License M.
Company: Company Company:
Exp. Date: Ex p, pate;
Approval: Approval Exp. Date:
ADDroval:
Use of space (description): 5 F D Construction Value: S oZ L /5.00
"~....L~I`,109~~,_,_. (as calculated per the Suirdlnp atuatlorr pets sheeU
r off' F Plan Review (duo at time ofsubmittal1)
tod : $
i (Ze
Sq. Ft./Utadded! Squares".66 0TU's Gallons Amps
OWNER/CON7RACTOR 91GNATURE OF UNDERSTeUOIUra eun
a of the City of Vvheat Rltlge or covenantsp ®asertP°tsceor 2strl lions otf re nrotlrd that all tneesuprelments shdlownncesd
are accurate; that i have read and agree to abide by all condlgona panted on thtfi applicalioa antl that 1 assume full
'ompllance wlth the Wheat Ridge Building Cade (I.B.C) and all other applicable Wneat Ridge Ord,ranees, for work
Plans sul~ect to Ra ine~acklon. -
CIRLOEOME:: (OWNER) CT ONTRACTO or PERSONAI. REPRESENTA VE Of WJfI,ER) (CONTRATOR)
PRINT NAME: 1r/rGN/.cL' / : S SIGNATURE: C/nom Data:
r
N~ D 055
City of Wheat Ridge Buildng ,Division Date: ~
7500 W. 29th Ave., Wheat Ridge, CO 80033 "
Office: 303-235-2855 " Fax: 303-235-2857 Plan w
Inspection Line: 303-234-5933
permit
Building Permit Application
pow", dew 70751 0j, 3LI 0 Pl
Property Owner (please print)._(,L2-, Imc,t Zr,I` Phone•'3 0 33 aS'E5-3(.)'
Mailing Address: (if different than property address)
Address:
City, State, zip:
000: Consrzucrion -r7C
Contractor License -CG 18'~ Phone: ~D'~- 79.3 X17 3 J
Electrical City License Plumbing City License Mechanical City License
Company: Company Company;
Exp. Date: Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (descri tion): SF0 Construction Value. $ ` 1 `l: 00
ti k ~d , R p (as cafoulated per the suifdtn9 v 1 on Oam sheer`
C
rP tZ r-F I efq'(xj~ Plan Review (due at time of wbmittaq; $
lA.y0-r ( hVC/A 7iMb
Sq. Pt.IL.Ft added: Squares BTUs _ Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby certify that the setback distances proposed by thls permit application are accurate, and do not violate applicable ordlnances,
rulss or regulations of the City of Wheat Ridge or covenants, easem" or restrictions of record; that all measurements shown, and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with the Wheat Ridge Building Coda (I.B,C) and an other applicable Wheat Ridge Ordlnanoes, for work
under this permit, Plans subject to field Inspection,
CIRLCEONE:; (OWNM (CONTRACT R) or PERSONALREPRESENT VE ER) (CONTnATOR)
PRINT NAME: tiS4~ SIGNATURE: Date:O i
9~t I
CERTIFICATE OF OCCUPANCY
CITY OF WHEAT RiDGE
Issued Wlthout Fee 7500 W. 29th Avenue oace Apri 7 27. 1998
Wheat Ridge, Colorado 80034 .
This certlficate verifies that the building constructed and/or the use proposed of the bullding andlor
premises, under the above permit number and on property described below, does comply with the
Wheat Ridge Building Code, Zoning and other related land use and development laws of the Cltyof
Wheat Ridge, and may be occupied for the use specified.
m
~
i
t
z
W
a
OWNER Edward Cielens nDoaess10751 W. 34th Place, Wheat Ridge
CONTRACTOR Colorado Lifestyle Homes .
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PROPERTYADDRESS 10751W.34th Placa Whaat Ridga, rn 8003a
~ LEGALDESCRIPTION: s
PORTHEFOLLOWINGPURPOSE S.F.R. ' . . ( No changa shall be made in the use of this building without prior notice and a new I
Certlficate of Occupancy from the City of Wheat Ridge.
Chief Building Inspector
Zoning Administrator
w.R.FOrme.e ForMayor !y"
c
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 10751 W. 34th Place
Contractor License No. : 20129
Building Permit Number
c4.
/98
Phone: 237-7078
Company : Ed Cielens Phone : 303237-7078
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTR4CTOR) SIGNED DATE
Description : Basement finish
ConstructionValue:
$20,124.00
Permit Fee :
$2$$.00
Plan Review Fee :
$0.00
Use Tax:
$301.86
Total:
$589.86
Use:
BUILDING DEPARTMENT USE ONLY
KINSFEMEW SIC : Sq. Ft. :
Approval : MR Okay
Zoning : R-1
Ok per comments
Approval: DM
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electricel License No'' ~g72g ' Plumbing License No :19414 Mechanical License No :
Company ~WEIMER'ELECTRIC'r Company :WILLIAMS PLUMBING Company :
Expiration Date: 2128/991Expiration Date: 4/1/98
Approval : Approval : Expiration Date :
Approval:
(1) This permitwas issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Siate of Coloratlo and to the Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work au[horized is not commenced within sixty (60) days from issue date or (B) ihe building authorized is suspentled or
abandoned for a periotl of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the
original plans antl speciFlCations and any suspension or abandonment has not exceetled one (7) year. If changes are matle or if suspension or abandonment
exceeds one (7) year, full fees shall be paid for a new permit .
(4) No work of any manner shall be tlone thatwill change the naturel Flow of water causing a drainage problem.
(5) Contractor shall notiry the Building Inspectorhventy-four (24) hours in advance for all inspec[ions and shall receive written appmval on inspection card before
proceediing with successive phases of the job.
(6) The issuance of a permit or the approval of drawings and specifrations shall not be construetl to be a permit For, nor an approval of, any violation of the provisions
of the building codes or any other ordinance, law, rule or regulation.
Chief Building Inspector
7884
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number
Date
7884
10/1 /98
Property Owner :
Property Address : 10751 W. 34th Place
Contractor License No. : 20129
Phone: 237-7078
Company : Ed Cielens Phone : 303237-7078
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this -
application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTR4CTOR)
Description : Basement finish
Construction Value :
$20,124.00
Permit Fee :
$2$$.00
Plan Review Fee :
$0.00
Use Tax :
$301.86
Total:
$589.86
Use:
Electrical License No : 19728 Plumbing License No :19414 Mechanical License No :
Company :SOSA & SONS Company :WILLIAMMBING Company :
Expiration Date : 10/28/98 Expiration Date : 4l1/98
Approval : Approval Expiration Date :
0 „ I Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of th4 State of Coloratlo and to the Zoning
Regulations and Building Code of Wheat Ritlge, Coloredo or any other applicable ordinances of the City. .
(2) This permit shall expire if (A) the work authorized is not commenced within sinty (60) tlays from issue date or (B) the 6uilding authorized is suspendetl or
abantloned For a perwd of 120 tlays.
(3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original plans and specifcations antl any suspension or abandonmeni has no[ exceeded one (1) year. If changes are matle or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done thatwill change the natural9ow of water causing a draina9e problem.
(5) Contractor shall notiy the euilding Inspectorhventy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection cartl before
proceediing wi[h successive phases of the job.
(6) The issuance of a permit or the approval of drewings and speciTications shall not be consirued to 6e a permit for, nor an approval of, any violation of the provisions
of the building wtles or any other ortlinance, law, rule or regulation.
b r-v) <57' GL /l 1«l Chief Buildin nspector ~
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
' BUILDING INSPECTION DNISION - 235-2855 t
' CITY OF WHEAT RIDGE - Date : q 1z-H19%
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
PropertyOwner: 5_~ ~rca-c~S
Property Address : i o-*S/ w 3 V--F-4 Pi-/, c-c Phone (3 03) 2 3?- 902 g
Contractor License No.
Company: Phone:
OWNER/CONTRACTOR SIGtJATURE OF UNDERSTANDING AND AGREEMENT
Construction Value :,Z
I hereby certify lhat the setback distances proposed by this permit application are accurate,
Pefmit F00 :
and do not violate applicable ordinances, rules or regulations of the Ciry of VJheat Ridge or
covenants, easements or restridions of reeord; that all measurements shown, and allegations
made are accurate; that I have read and agree lo abide by all conditions printed on this
Use Tax :
appliwtion, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all olher applicable Wheat Ridge ordinances, for work under this pertnit.
TOi81 : $0.00 .
I
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4 $
Ly
DATE 9
_
(OWNER)(CONTRACTOR) SIGNED
Use :
Description :
. S R S 8.-s
BUILDING DEPARTMENT USE ONLY
'
s ~fFC:~~
Approval: d1 SEP ~
Zoning: ~ 24i99 7
~ Q~ Pcr Co--~r+en-}J'
Approval:
P.QH7[~,WbtlZ?~G"6mmefit39J
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electricai License No :/9 72 g Plumbing license No.: 19 wy Mechanical License No
Company : w Ee..-f-2 Company : w IL&I.a-.,-.5 Pcµ.-a~~c Company :
Expiration Date : Expiration Date : Expiration Date :
Approval; Approvai: Approval:
(1) This pertnit was iuued In accardance with the provisions set foM ln yopur application and I5 subject ta the laws ol the Slate ot Cobrado arW lo the Zoning
Regula6ons and Builtlirg Code of Wheat Ridge, Coloratlo or any other applinble oNinances o(IDe Ciry. .
(2) This pemut shall expire it (A) the work authonze0 is not commencetl within sizty (60) days from issue Aate w(8) the builtlinp authorized'u suspenAeC a
abandoned fM a per(oG o( 720. days.
(3) II !his pertnil expires, a new pertnR may be acquired (or a fee o/ one-hal( the amount normally required. Drovided no changes have been or will be made in the
ariginal plans and speafica6ons and eny suspension a a6andonment has not exceeded one (1) year. If Uanges are made or il suspension or abandonment
exceeds one (7) year, NII fees shall be paid lor a new pertnit.
(4) No work of any manner shall be done Uial will change the natural flo+r o( water causing a Arainage problem.
(5) Conlydctor shall notity the BuilEfng Inspector lwenrydour (24) hours in advance tor all inspeclions aM shall receive written approval on Inspeclioa prd befwe
proceediing wilh successlve phases ot the ob.
(6) The iss ol a pemut w Ne appmvei ot'drawings and specifiw6ons shall nol be conswed to be a pertnit (or, rwr an approval o( any Wola6on ol lhe provisbns
. ol ih uild/q~~ny other adinance, law, iule or reguWLOn. . .
Chief Building spector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDWG INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
Code Correction List
September 29, 1998
Owner: Ed Cielens
Builder: Owner
Address: 10751 West 34"' Avenue
Descripfion: Finish remaining unfinished basement Q60,, '
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13
1. Home theater room requires natural light and ventilation by means of an openable
window that provides a minimum of 20 Sq. Ft. (5x4) ~A_o~a
2. Show smoke detector location in fitness room area. - 12o-. ; v_
3. Outlet in furnace room to be GFCI protected.
11 P r-G-r G ir y k, S
4. Show combustion air vent location and sizes on furnace room.
5. Su b-pane l mus t have 30x36 c lear floor spa ce i n f r o n t o f p a n e i, s h o w l o c a t i o n. y ts ,
6. Provide specifications on wine celiar cooling unit. - '
. /r-~
Please make these additions or corrections to the submittal and resubmit for review, if you ,
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
Darin Morga
Codes Administrator
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( L ~i~iGN-R~FF-^l at. / µ ~
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THE WINE ENTHUSIAST
1 •800•356•8466•24hrs.
The Srnart Never Standard in
Wine Cellar Cooling Systems!
Digital precision, rock-solid durability, maintain humidity and uncompro-
mising temperature control. From the makers of VinothequeO ...of Course!
CO
CuWcF
300
OLING UNITS 10°erermmeyourrommgumtneees.ca¢mateyourcubicmotaq
(LENGTHx WIOTHx NEICHT) then check raam size in chart below
I
L . g Mod. i . a r Amps Weig i SALFI pping
8D1042~Whiserkao11fig0I1575'x1425'x17'11600;23 621bs. S4ea09 $995.00 $7000
650
i
901(42 1 Whis eBao13000) 1575'x1425'x1A 3000148 651bs.
54SB5BB 51295.00 $80.00
1000
R1042 Whls erkao1420D176.1b'xiG26'x17'~ 4200~7.3 BIIbs
578A5.99 11595.00 586.00)
1500
i01042 Whis erkaol 60001 225' x 1425' x 17' 6000 9.5 i 90 Ibs.
1
S2999 ..99 i $1799.00 $115 00
2000
NJ1042 Whi6perkoA8000I225x1425'x17' I 8000 t0I1001bs
32iB48BI51899.00 ($120.00)
The WhirperKaal Eesign amplilies Over fiReen yeazs of research and pcactical application have hrought m life the
nalural aircurren(s, e//ortlessly impressive 4VhispecKoul7" system. With enhanced natural comection cooling,
maintaining cansfanf lemperalure
and humidiry balance. Maun(s easiry cligital liquid tempera[ure measurement, dura6ility enhancements and control
thraugh yaur cellar walllor venting! over every functional aspect of the environment-the WhisperKool is a break-
tlu'ough in wine storage [echnolooy!
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1'-101/2"
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I IMSiAf1ATION tf, 9PE4FiCArIONS GUIDE
Curio:u? --________.Y
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Installation 8c
Guide
The informarion contaiAed !AI this guide is meant
to assist you ia the dedsioa-n aldag p:oee,qs prior
co pux<hasing a WhisperKool*system, For your
convenies3te and eary compre ension, we haVe
s3mpiified the tuminology and kept explanations
brieE For complete refrigemric n and insuiation '
information, refer to PSHRpE 2uidelines.
PREPwAlNG VOUR WINE CELLqIR
The prelSmiaary steps chat yon rake in preparing
the room you intend to make'a wine cellaz wiIl
decermine the pesforntance and enjoyment of
your WhlspecKO01 wine cellar ollng system. It
is recommended tUat you emFloya qualified
Wihe storage ot sircondiatori g fizm to make the
necessazy calevlatlons that wll determine the
capadty of the cooling system that you need and
the amount of insulatlon to Br youz requiremenu.
BA51C GUIDELINES I
Thece aze five steps that you mi~ take ln pzepazing
youx room foc wine stomge: ~
1. Calculate roem wlume. ~
2. Differentlate between fnside and ouuide wa11s,
3. Calevlate heat 1oad.
4. Insulate and weathersaip. i
5. Install the VJhisperKool system.
Celeqlate room volnme - N easure the height,
width aad depth of your zoom and multiply each
measuremmt to detexmSne the cvblc footage of
the wine ceAar. If the xoom is ot a=ettangle, you
will need to use geometry far y )ur ca3culatlons.
Use the gu;delines befow to del~ermine the pcoper
s9ze cooting system foz your rol~m volvme. lf your
eatcu]atlon resulu are between kwo sizes, always
round up to the lazger size unit;-overestimate
rather than umderestimate capacity. You mvst now
consfder room locaHoa and thfn caiculate heat
_ load to determiae if other vaciables wlll necessi-
tate a fissther increase in cooling capadty,
(Room volume + fieat load = i~nit size)
MODFL
CAPAOI7 i
ROOM VOLUMB
I
fCUmcfsuT
WhisperKaolTM 1600
1600
300
WhisperKoel^e3000
3000 i
650
VYhisperKoolTN 4200
4200 .
1000
"MperKOor
Differrntiatc iqa'id,c vs. ontside wa11s _
When maldng your preliminazy analysis of che
target Socation, it is important to take note of the
locatlon of the wa[Lc, Ilooi and ceiling in respett
to the buiIding that the cellar will be a pazc of.
You will want to have a pencII and paper handy
sa yw can sketch a simple diagram of the room.
Next, pou will need to note wherhes walts are
inside walls or outside walls. Ypu v,iU fyrttyer Wan[
m speafy whethe= any walls have direct ezposure
to snIight. if the cellar is a stand_aicne suuctuse,
atsume that a11 of ehe walls am ouuide walls. The
illustratlon on the facsng p$ge (Fig, l) should help
you differentiate between inside and ouuide walls.
Calenlate heat load - Hear-toad calcularions
provide infprmatlon about the amount of heat
introduted inro xhe wine cellat by jnfilctatfoa
through the aalls, the wine, the frequency of
enti9, me:hanical sources (like lighu) aad
humans.l'he resulting infomiation will detu•
mine the stze (in STUH) of the cooling syscpu
necessary to maintain rhe desired temperahue
ranga Refrigesarioa profasionals have data that
provides critical lafo:marion on how to deal with
the condirions in your azea.
Insn3ate sud weatherstrip - 7nside wa115 and
Soars aeed a m3nimurp of R-11 insulaton with a
vapor bazrier. putside walls need a min9mum of
R-19 (R-30 with dSrect sualight)- Aa inside ceiling
needs a minimwa of R-19 insujarion (outside
ceiling R-30). Place the vapor bartlec on the warm
side of the insulatlon. insulate doors with at least
R-1I in5ulatton. Tf th0 vhne cellar is located in a
ho2 climate, xound up to the next R-value--over
estimate, never underestimaxe.
Thermopane glass is recommended for s11 win-
dows. Windows and doors need to be tightly
sealed with weatherstripping to pcevent air ]eak-
a,ge. Check undei you: door [o myke sure that no
airis leaking. Seal outle[s, switches, pipes, vents
and other souzces of possible aic leakage. Use low-
wattage lighting to minim3ze heat Snfiltarion.
Never leave Iights on when you are not in the
cellar. Do not use recessed ligha, as they are a
possible source of a1r leakage.
Avoid damp Roors, walls or ceitings. Tile, cazpet
and wood woik weli to cover cement. Avoid
putnng your cellar next to a taundry room or
other source of heat and humidity,
'i
Once steps 1 to 4 have been completed, 51ou will
haVe all of the infonnation necessazy to $repare
the wine cellac ,qn pcample of the tesulu'I of sueh
eal~viatloas might be:
•'Itvo of the waIls need to be insulated {b R-19
factoz as they are on the outside of yoiic home.
The othei two wa1J$ caq g¢t avyay •nyt~l R-11
because they are inside yoeu home, ifi ceiling
must be R30 hecau5e the coof above y ur ceii-
ing has exposure to dIrect sunlight. Tki floor
needs to 6e R-11. All of the insulated ijalls
need vapor barriess. ~
• The 1000-cubio-foot ioom requixes a 4; 00 BN
WhispaKool system, in combinaHOn ti~th the
insilation spcvfied, fac opttmal pecfoxj ance
and teatpecatum stablHty. "
• The room has a window tllat either haif to be
raaaved or converted to double-thezmdp$ne.
• The hollow door aeeds to be zeplaced i th an
innilated dooc Hi8 h-4uaflry weatherStiPPin6
need5 to be Snstalled all tile way azoun~ the
D
door fzame to form au airtight seal,
'fhese are exampies oniy. The weather in oux azea
and the locatioa of your wuie cellaz will ~ o=e
than likely necessitate a different combini~tion of
inmlaCon aad cooling capadry. ,i
r...rena„g the WLisperKool system;lOnce
the iasulation and weatheisttipping have been
9nsta1led, qou wi11 need m sdect a location for
your cooling system. Ic is best located higl oa the
wall and as close to the center of the raon} as pos-
sible. The WhisperKool systam will be mo,}tnted
thcough the wali, from the outside in. i
OUTSIDE CELLAR ( I INSIDE
---~~3' Ciearance -
Required yxd.
/
Flenge
ScreuvS ~
\
Z*xr
Studs & SPPorts/ I311 \ Lo er huPPart
IC I5 important that the reaz of the unit has at leazt
ttuee feet of horizontaI clearance and tlut the
room that the WhiperICool is exhaustiag into is
well vencitated (Fig. 2 and Fig. 3). Thece are two
powec socket locattons for your eonvea;exxce,
eitha inside or ousside the cellar. Ducting of the
exhaust is not Lccommended, as this can gceatly
reduce che effidencp of the system.'Itvo peapte
wiU be needed for iastalling the Whispe:Kool
unit, because it weighs about 651bs and is awk-
Wazd to caay.
The WbisperKool sqstem is designed to slide
becmeea the structural atuds in walts. Never cut
or aker stuc[ural supports without the gwldance
of a liceased, bonded contraaor,
~
~~11
A.Inzltle mif B=Outstde wt(I C.Ou61tle celftng D.lnstde fioor
Determiniag the wal/ or(Entation
2' x 4'
Ezistinq Upper Suppert
Stud /
Flange Overlap
for
±j
StUds & Supports
2' x 4" /
LowerSupport
Side view of installation ~ Outside view of installafion
MOOEL
DIMENSIMS
XXW1I0
WhlsperKool^" 1600
t5.75' x t4.25• Y 77•
WhisperKool*~+3ppp
15.75' x 14.25' x 77•
WhisperKoolw 4200
T5.75" x 1425" x 77•
14.25
~
VOLIA6E
775160 - 22W50
115/60 -220I50
715/60-220150
9 x 6.75 "
r radius wrner
15,75'
navoie _
o
power socket
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on right side
El
i--1
{--76.25"
~
~ 110.V012 -
power socket
2•Q' on back
WEI6NT
AMPERA6O
(SNIPPINaf)
(11uNMXC)
62 Ih
23 - 2.5
65 Ib
43 - 3.03
67 Ib
7.3-3.32
~
e; ~e 17.75"
~~1..~~.........--•-•--•-----..
7,0
The City of
7500 WEST 29TH AVENUE
WHEAT RIDGE. CO 80215-6713 (303) 234-5900 ~h e at
City qtlmin. Fax M 234-5924 Police DepL Fax t! 2352949
~Ridge
DATE: , S;4/C ~
TO: ACCOUNTING DEPARTMENT
PROM: DIRECTOR OF PLANNING & DGVELOPMENT
SUBJECT: ESCROW REFUND
Reimbursement is requested for escrow tunds being held for:
The landscaping has been completed to dhe City's satisfaction.
RELEasE To: ~d~a,r-d C, e/ er~s
LOCATION: /0'I~5l LJJ. /--h J"1~c,,,;-
AMOUNT:
, ~''~-c-~-~~~ ~i~~--L-~_
Alau White, Director of Planning & Develo ent
~'~l (,vc~rci C;~- LenS
FCVa ~o ~r,i~u,
i~ n
The Ci(y of
7500 W EST 29TH AVENUE \1Vh e at
WHEAT RIDGE CO 80275-6713 (303) 2345900
City Admin. Fax ; 234-5924 - Police Dept. Fex a 235-2949 -Ridge.
DATE: j fI
TO: ACCOUNTING DEPARTMENT
FROM: DIRECTOIZ OF PLANNING & DEVELOPMENT
SUBJECT: ESCROW REFUND
Reiinbursement is requested for escrow funds being lield for:
GG~; °d-- ~lCt~_oc f
✓
The dandse~g has been completed to ilie City's satisfaction.
RELEASE TO:
LOCATION: 167 5 f tj. J ~
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AMOUNT:
Alan White, Director of Planning & Developtnent
L) REGYQED ~'/J'C~~
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■ ■ Subject to Fiela Inepections ` _ ~_F\ (
VJheat Ftidge Butidk a DepL
Line of ;
DafeLL-1--if j
2'-0" 7'-3 112" 2'-0" ~ _...Plan CheckeP '
i rted. . 38'-4 1I4"
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66'-6°
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PEPMRNUMBER
97-4413
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DATE:
p~TE OF OCCUPANCY HAS BEEN REQUESTED FOR:
PURPOSE OF STRUCTURE: e5 v ~ -
Building Dept. Approval:
Remarks:
Zoning Approval:
Remarks:
DATE:
T0: PUBLIC WORKS DEPARTMENT
FROM: Building Depar.tment
RE:
The property at (v ~ ~~3 Ll L has been
signed off by the Building Department and is ready for a-e8^7fG 0
inspection_
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PUBLIC WORKS APPROVAL__ZIt•
Remarks:
DATE:
G"
T0: PUBLIC WORKS DEPARTMENT
FROM: Building Depar.tment
RE: 0-
~A -7 S / /.A). 3 c,-6A o~ has been
- I --I -
signed off by the Building Department and is ready for a
inspection.
Once the inspection has been completed, please inform the
building department as to the status.
Thank you.
PUBLIC WORKS APPROVALC'L ~ O'ri,~ /1~ • ~ ~ ~ ?'s
Remarks:
(~ne~T~~ns ~ Tco ~
2 • ~ ~Sc.~ ~ h a ~ ~~-►ovi 4, -~Z, ooo.°O ecx.cav
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DATE : 07 O -7
A CERTIFICATE OF OCCUPANCY HAS HEEN REQUESTED FOR:
PURPOSE OF STRUCTURE:
i L~~~✓ U
Building Dept. Approval: ~
Remarks:
Zoning Approval:
Remarks:
1„~ k~ (?,.o la-t-
+ 2,0d~ vw~
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Etlward Cielens
NAME
ACCT.NO. 310 lZO 1997
990 9iV
Pa fo the Q - mo
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UNLIMITEO OPPORTUNITYINVESTMENTS pENVER.C08021]
dba COLONADO LIFESTYLE HOMES I
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LAKEWOOD.C080215 i
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Pay:
CHECK NO. AMOUNT IIDATE ******Z,SOO.OO
November 20, 1997 1802 $ i
Gity of Wheatridge I
PAY
TO THE
ORDER
OP
AUTNOFREDSIGNATURE i
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~i■00 180 2"' 4 10 20000 2 ji: 1943 L 2306005i"
°.O. BOX 638 ?ELEPHONE: 3031237-6944
7500 WEST 29TH AVENUE • WHEAT RIDGE. COLORADO 80033
DATE:
TO:
The City of
GWheat
GRidge
FROM: Director of Planning & Development
SUBJECT: ESCROW REFUND
Reimbursement requested Por escrow funds being held for:
The Landscaping has been completed to the City's satisfaction.
RELEASE TO:
LOCATION:
o-O
AMOUNT :
Glen Gidley
Director of Planning & Development
"The Carnation City"
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Ci#y of Wheat Ridge
7500 WesQ 29th Avenue
Wheat Ridge Colorado 80295
(303) 235-2853
Fax: (303) 235-2857
Apri121,1997
Colo. Lifestile Hones/Pazker Const. Mgt.
9485 W. Colfax 4350
Lakewood Colo. 80215
Sir;:
To follow up on our phone conversation concerning the properry located at 10751 34th PL. It is the opinion
of The City of Wheat Ridge building department that the basement at this address is subject to flooding,
therefoa all appliances and electrical equipment installed 'vi this basement be installed to preclude damage by
flooding and any plumbing equipment be equipped with suitable backflow protection to preclude possible
contamination by flooding.
This notice will be added to the building file and to any certificates of occupancy until such time that suitable
engineering be supplied to preclude this flooding hazard
Sincerely
John Eckert C B 0.
CBty of Wheat Ridge
7500 WesP 29th Avenue
Wheat Ridge Colorado 80215
(303) 235-2853
Fax:(303) 235-2857
Apri121, 1997
Colo. Lifestile Hones/Pazker Const. Mgt.
9485 W. Colfax #350
Lakewood Colo. 80215
Sir;:
To follow up on our phone conversation concerning the properry located at 10751 34th PL. It is the opinion
o£ The City of Wheat Ridge building department that the basement at this address is subject to flooding,
therefor all appliances and electrical equipment installed in this basement be installed to preclude damage by
flooding and any plumbing equipment be equipped with suitable backflow protection to preclude possible
contamination by flooding.
This notice will be added to the building file and to any certificates of occupancy until such time that suitable
engineering be supplied to preclude this flooding hazazd
erely
/ ` _ C~%L✓/
John Eckert C B O.
W
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7500 WEST
29TH_.
AVEN.UE
R I D G E
WHEAT RIDGE, COLORADO R07I5
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OCT.-16'97?(THU) 11 30 COLORADO LIFESTY'LE HOB4ES TEL:30323'6265 P.001
UNI.IMITEQ OpPORTUNIlY INYESTMENTS, L.L.C.
'd!b/a Colorada Litestyle Hames
9488 West Goliax Aveaue, Sulte #850
tSkewood,CO. 80218
(303) 239-9943 / (303) 237-8285 (Tax)
FAX TRANSMITTAL
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FAX NUMBER:
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October 7, 1997
John Eckert
Chief Building Inspector
CITY OF WHEA1'RIDGE
7500 W. 29t' Avenue
Wheatridge, CO. 80215
(303) 234-5900
RE: Drainage on West 30 Place
Dear John:
I am addressing two drainage issues with regards to 10751 W. 34`b Place.
The first is in the rear (northwest corner) near the large cement discharge outlet. Our
intentions are to use either a plastic or metal sleeve approximately 10 inches in diameter
at the existing grade in this corner. We will then cover the sleeve to a height of the
cement discharge outlet. The sleeve will be equipped with a back flow valve to allow
water to drain from the yard but not to allow any outside water to enter the yard. This is
to prevent any possible flooding of the yard or the basement.
The second issue is at the northeast corner of the lot. We are planning a rock retaining
wall approximately 3 foot 6 inches - 4 foot tall, to retain the grade for the driveway. Our
intentions are to maintain approximately 4 feet from the edge of the retaining wall to
property in this corner, to allow the lot to the east of us a drainage access to the reaz
drainage ditch akeady established. Please see enclosed drawing. If you have any
yuesrions, please feel free to call me.
lly yours,
Re~fu
Csvi
OOCIVL.e 0
Steve Howell
Construction Manager
~
Enclosure
`cc: file
9485 W. Colfas Ave. Suire 350 • Lakewood CO. 80215 •(303) 239.9943 • FAX (303) 237.6265
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UNLIMITED QPPORTUNIiV INVESTINENTS, LLC.
'd/b/a Colpeada Lifestyle Homes
9486 West Colfax Avenue. Sulte #350
l.akewoad, G0. 60215
(803) 238-9943 / (308) 237•8265 (taac)
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Investments LLC
Acquisition &Matketing
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9485 wesrCol(arAUe.
Suife 350
Lakeumod, CO
802151
(303) 2399943
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John Eckert CBO
City of Wheat Ridge
7500 West 29th Avenue
Wheat Ridge, Colorado 80215
RE: 10751 34th Place
May 2, 1997
Dear Mr. Eckert,
I am in receipt of your letter dated April 21, 1997 in regards to possible flooding at the
above referenced address, a home which we currently have under construction. The
plans for said home were reviewed by the City of Wheat Ridge and approved for
construction: It is the opinion of our legal counsel that with an approved site plan, the
City of Wheat Ridge shares in responsibility for any conective measures that may be
deemed necessary after approvals have been granted. It seems that you now have these
major concerns. We wonder why these weren't raised prior to the issuance of our
building permit?
We anticipate your cooperation in finding and implementing a solution to the
conditions which exist at this site.
Sincerely,
:
/
4,.
William L. Parker
Unlunited Opportunity Investments, L.L.C.
d.b:a. Colarado Lifestyle Homes; L.L.C.
v
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MT?wrnu nrrnrnur
This memo is to inform you and bring you up to date on the problems
at 10751 W. 34th.
The property mentioned above is presently under construction. It
is the northwest lot at Distinctive Addresses. This lot is in an
area of concentration of storm water runoff identified on the
Drainage Plan for the Subdivision. In the building permit review,
Greg Knudson made it clear that the site grading must conform to
that of the grading on the drainage plan for the subdivision. To
complicate matters, this home has a walk out basement. The walk
out created the site grading to be in direct conflict with the
approved drainage plan and as a result, the basement may be subject
to flooding. The site grading has also blocked drainage from the
east and from the south.
John Eckert and Meredith are aware of this problem. John has
addressed the problem directly to the contractor of the home and
has informed them that no C.O. will be issued until this problem is
resolved. Today I spoke with the builder who owns the property and
he is extremely upset that this was not mentioned at the time the
permit was issued. I told him that there was information from the
Public Works Department in the building file directly relating to
the drainage concerns. I also mentioned that specific building
plans which we review are on an assumed elevation of 100.00 feet
and do not directly relate to the site grading plan for the
subdivision.
I also spoke with the Architect for the home and he feels that the
problems can be resolved. I informed him that we need an amendment
of the final drainage plan and that it must be stamped by a Colo.
P.E. if they choose to do something other than what has been
approved.
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9EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4413
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 12/31/96
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address: 10751 34TH PL Phone: 239-9943
Contractor License No. : 19314
Company : Colo Lifestyle Homes/Parker Const Mgt Phone : 239 9943
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
h the Wheat Ridge Building
application, and that I assume full respo ' ility for coff-DATEZ-8-7
Code (U.B.C.) and all other applicabl h idge r work under this permit.
(OWNER)(CONT
RACTOR) SIGNED Description : SINGLE FAMILY RESIDENCE
Construction Value :
$180,000.00
Permit Fee :
$1,295.00
Plan Review Fee :
$841.75
Use Tax :
$2,160.00
Total:
$4,296.75
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 2100
Approval : SM 12/12/96
Zoning : R-1
Approval :
Approval :GK 72173196
Occupancy : SFR Walls
SFR MEETS ALL R-1 DEV. REQS: MUST PROVIDE 25%
LANDSCAPING FOR TOTAL SITE;50% OF FRONT YARD MUST BE
LANDSCAPED & INCLUDE 1 STREET TREE.
SEE ATfACHED P.W. REVIEW SHEET
Roof : Stories : Residential Units : 1
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Coloredo or any o[her applicable ordinances of the City.
(2) This pertnit shall expire if (A) the work authorizetl is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a periotl of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be matle in the
original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full fees shall be paid for a new permit.
(4) No work of any manner shall be done that will chan9e the natural flow of water causin g a 1dra7ro=.
(5) Contractor shall no[ify the Building Inspectorhvenry-four (24) hours in advance fr all nsreceive written approval on inspection card before
proceediing ithsuccessivhfthejob.
u of a p rmit orte approval of drawings and specifications shall not be con(6) The iss permi[ for, nor an approval of, any violation of the provisions
of the btlg c§~ or any other ordinae, law, rule or regulatlon. iilding Inspector Ftr Mayor
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
;DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number :
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE D
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
PropertyOwner: 66q-0fZ4"j210 LtFFLS~Y~~
Property Address : (0 75 3~1'- Phone :
Contrector License No. : L R
Company : Pnone : Z3 o, ,,~943
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable t~t Ridge ordinance/s, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED IJ'l DATEIZ'S~~(P
Description :X)j6-3 LGiJSyfu.~ G'il crJ l,~,v[s.~ r-krtti lc.Y 7'>E"S r;~Prn1~~.
Construction Value : 1301 CIOO
Permit Fee :
Plan Review Fee :
Use Tax :
Total :
BUILDING DEPARTMENT USE ONLY ~
>SIC : Sq. Ft. 2 ~ ~
Zoning"aCommerif~ 121z•R~ .
Approval : 6n1. '51M FLeecs .s~ g:t pZV. - lj%0~
Zoning : P%) - Fl.wAr 'fll2oVlbE 7r0,b LAOP~141> f'cfZ "Ml&~ WTE; 15V70 PF
Bui~d_Fny,,_~ents:~ "zorb'`ldfuo nMtf7T- 9-L- l,ed`llr>0~ anlO 1nlU..u.tz%r
ApProval 1 °plyzeOl' ~Patil.!c:WofKs~C~om . . 2u. c.{.~Q c~~ d
Approval : C, ~2il3' qb
Occupancy : WaIIs :
P•u(. shze+
Roof : Stories : Residential Units :
Electrical License No : Plumbing License No : Mechanical License No :
Company: Company: Company:
Expiration Date : Expiration Date : Expiration Date :
Approval: Approval: Approval:
(1) This permit was issuetl in awoMance wiM the provisions set forth in yopur application and is subject to the laws ot the Slale of Cobrado and to the Zoning
Regulations antl Builtling Code of Wheat Ridge. Coloratlo or any other applicable ordinances of the City.
(2) This permit shall ezpire if (A) the work authonzed is not commencetl wiNin sixly (60) days from issue tlate or (B) the building auNOnzetl is suspended or
aEantlonetl for a period ot 720 tlays.
(3) It Inis permit expires, a new permit may be acquired for a fee of one-halt the amount normally required, providetl no changes have been or will be made in ihe
onginal plans and specifrations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment
exceeds one (1) year, full fees shail be paid for a new permit.
(4) No work of~ay manner shall be done that will change the naWral flow otwater causing a tlrainage problem.
(5) Contrectops~h~ll notify ihe Builtling Inspector hventy-tour (24) hours in advance for ail inspections and shall
proceediing w1th successive phases of the jo6 receiv wntten approval on inspection cartl be(ore
.
(6) The issuancgof a p~ rmit or the approv I of drawings antl specifcations shall not be co hued lo be a permit f nor a pproval of, any violation of the provisions
o( Ne builtling cod$s or any othQf oance, law, rule or regulalion.
Inspector
For Mayor
PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5933 24 HOURS PRIOR TO INSPECTION
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The City of
7500 WEST 29TH AVENUE ~1Vh e at
WHEAT RIDGE, CO 80215-6773 (303) 234-5900
City Admin. Fax d 234-5924 Police DepL Fax f! 235-2949 GRidge
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
Dear Contractor:
In conjunction with the approval for a building permit at the
specified address, this letter is to inform you that all public
improvements located within the lot frontage of this address
shall be restored to acceptable condition, as determined by the
City of Wheat Ridge Public Works Departmerit, prior to the
issuance of a Temporary Certificate of Occupancy or a Certificate
of Occupancy.
Please note that prior to any construction on the lot an
inspection with the appropriate City representative will need to
be scheduled in order to identify and note any existing damage to
the public improvements. Please contact the Engineering
Department (235-2861) at least 48 hours in advance in order to
schedule this inspection.
If you e any questions, please contact Mr. Greg Knudson at
235 868.
S'ncere
/
~
Greg/?nu son
Development Review Engineer
cc: Bob Goebel, Public Works Director
Glen Gidley, Planning & Development Director
Meredith Reckert, Senior Planner
File
RECYCLED PPPER
INC.
iDCT 25 19~&
South Yosemite • Sui[e #3-13 • Englewood, Co(orado 80ll2 •(303) 771-2232
SUBSURFACE INVESTIGATION
OF
Lot 18
Distinctive Addresses at Applewood Subdivision
County of Jefferson
State of Colorado
For
Colorado Lifestyle Homes
9485 W. Colfax Ave.
Suite 350
Lakewood, CO. 80215
October 23, 1996 Report No. 01-1538
JACKSON ENGINEERS, INC. _l1iW~1llL
' 6841 Sou[h Yosemi[e • Suite #3-B • Englewood, Colorado 80112 •(303) 771-2232
October 23, 1996
Colorado Lifestyle Homes
9485 W. Colfax Ave.
Suite 350
Lakewood, CO. 80215
Dear Gentlemen:
Enclosed is a copy of the subsurface investigation conducted on the
site known as Lot 18, Distinctive Addresses @ Applewood
Subdivision, County of Jefferson, State of Colorado. If you have
any questions, please do not hesitate to contact this office.
Sincerely,
SCOPE:
This report presents the results of a subsurface
investigation for Lot 18, Distinctive Addresses at Applewood
Subdivision, County of Jefferson, State of Colorado. The
investigation was made to assist in determining design criteria for
foundation systems, slabs-on-grade, drainage and other related
geotechnical precautions which should be taken. Factual data
gathered during the field and laboratory -investigation work is
summarized on the attached figures. Our report was prepared from
the data gathered during the field and laboratory investigations
and our experience.
FIELD AND LABORATORY INVESTIGATION:
Subsurface conditions were investigated by drilling one test
boring at the location indicated on Figure 1; soil samples were
classified during the drilling operation based on cuttings
delivered from the auger.
1. Generally, the subsoils consisted of eight feet of brown,
soft, silty, clayey, fill (MMF) ; over brown to black-brown,
moist to wet, sandy, silty, clay (CL) to the depth of drilling
(221). The upper clays exhibit a low shrink-swell potential
' when wetted in swell-consolidation tests, due to high ambient
moisture content.
2. Free groundwater was encountered in the boring during
this investigation, at the fifteen foot level. A poorly
defined natural drainage channel is located at the rear
1
edge of the property.
CONCLUSIONS AND RECOMMENDATIONS:
The existinq fill material, and the natural clay material
below, are unsuitable for foundation construction. Use of drilled
piers is not advisable, due to the lack of adequate bedrock. The
site can be made useable by excavating and removing existing
material, and replacing it with suitable compacted fill.
The following procedures should be followed for over-
excavation and replacement of unsuitable soils.
1. All existing material should be removed from the
excavation to a depth of five feet below final foundation
bearing depth.
2. The bottom of the lower portion of the excavation should
be graded to a sump location within the basement or crawl
space.
3. A minimum 24" thick layer of crushed rock (D50 = 611)
should be placed in the excavation bottom. Gravel should
be covered with Mirafi 140F filter fabric, or equivalent.
4. The excavation should be returned to required grade using
non-expansive, well graded, soils placed in 12 inch thick
lifts and compacted to a minimum of 95 percent of
standard Proctor density (ASTM D-698). Moisture content
should be within plus or minus two percent of optimum as
defined by ASTM D-698.
5. A sump liner should be installed at the low point of the
excavation base. The liner should extend to the base of
2
i
' the gravel layer. An automatic pump should be installed
in the sump.
6. The foundation should be supported on continuous spread
footings, using the following design criteria:
1. The spread footings should be designed based on an
allowable bearing pressure of 1500 pounds per square foot.
2. Reinforce the footings with a minimum of two (2) No. 4
reinforcing bars, the full length of the footing.
3. Isolated spread footing pads should have a minimum width
of 24 inches to prevent a shear puncture failure.
4. Foundation walls should be reinforced to span an
unsupported length of 10 feet.
5. Spread footings placed on the exterior walls of the
structure should be founded below frost penetration depth,
which is normally accepted to be 36 inches in this area.
Differential settlements of 1/2" to 3/4" could occur over
time. This is within normally accepted tolerances for this
type of foundation.
FLOOR SLABS AND OTHER SLABS ON GRADE
Some soils encountered in the vicinity of the site may be
capable of expanding on increase of moisture content. This
phenomenon can result in heaving and cracking of slabs-on-grade.
If the owner realizes that some movement and cracking of slabs-on-
grade is possible, and is willing to accept the risk of damage,
3
using the following construction details, as much as possible,
should accommodate movement of the slabs without damage to the
structure. We recommend that on this site the following
precautions be taken in connection with slabs-on-grade:
1. Separate slabs from bearing members with expansion joints
and reinforce slabs with a mesh continuous through interior
slab joints.
2. Provide a two-inch minimum void space above or below
interior, non-load bearing partitions.
3. Eliminate underslab plumbing where feasible. Where such
plumbing is unavoidable, it should be pressure-tested during
construction to minimize leaks which would result in wetting
of the foundation soils. Backfill of utility trenches beneath
' slabs should be carefully compacted.
' 4. Separate slabs-on-grade by construction joints into panels
' with a maximum area of 200 square feet and provide a
construction joint parallel to and approximately three feet
away from the slab perimeter.
Prior to construction of the floor slab or other exterior
slabs-on-grade, or prior to placement of any additional fill in
these areas, the ground surface should be stripped of all remaining
vegetation and moderately organic topsoil. Following stripping,
the exposed surface should be carefully examined to assure that no
areas of unsuitable soil remain. Any such areas which cannot be
satisfactorily densified in place should be immediately removed
down to undisturbed, satisfactory soils. All new fill placed
4
should be nonexpansive and free of organic matter and debris; such
fill should placed in lifts not to exceed nine inches in loose
thickness, and where it is to remain in place beneath slabs should
be compacted to a minimum of 95 percent of maximum density as
determined by the Standard Moisture Density Relationship, ASTM
D698-78.
The backfill placed immediately adjacent to the foundation walls,
if not compacted, can be expected to settle with resulting damage
to sidewalks, driveway aprons, and other exterior slabs-on-grade.
To avoid settlement and disfigurement of the slabs in the event
that the backfill is not to be compacted, we recommend supporting
the concrete slabs which must span the backfill by haunches
structurally affixed to the foundation walls. The slab should be
reinforced as necessary for the span involved.
GROUND WATER TREATMENT:
The ground water table could rise to a level which will
adversely affect the construction of utilization of the
proposed building. Building plans should include an analysis of
potential increase in ground water levels which may affect the
basement level of the house. In our opinion, perimeter drainage
systems are necessary for the building, as habitable slabs are to
be constructed below the outside finished grade.
SURFACE DRAINAGE:
A locally high ground water condition can develop immediately
5
adjacent to the building if surface drainage is not properly cared
for. We recommend that the backfill adjacent to the foundation
walls be mechanically compacted, and that the site grading plan
include a grade of at least 10 percent perpendicular to the walls
for the first 10 feet away from the walls to facilitate rapid
runoff of surface water.
Roof downspouts or other water collection systems should be
discharged well away from the backfill so that surface water does
, not have an opportunity to pond adjacent to the foundation walls
I and cause seepage into the backfill. It is of the utmost
importance that these drainage precautions be employed to help
prevent an increase in the moisture content of the potentially
expansive soils at this site and to help prevent uplift pressures
from developing under the foundation elements and slabs.
RETAINING WALLS:
Walls which are to retain soils should be designed as
retaining walls to resist the lateral earth pressures. We
recommend that on this site the walls be designed using a lateral
earth pressure equivalent to that developed by a fluid weighing 40
pounds per cubic foot plus any appropriate surcharge. Use of this
lateral earth pressure assumes that the soils retained by the walls
are well-drained and will not be allowed to become saturated at any
time during the life of the walls. We recommend that the walls be
laterally supported, particularly during backfilling, to minimize
the opportunity for damage.
6
LIMITATIONS:
The professional judgements expressed in this report meet the
standard of care of our profession. The test boring drilled for
' this study was spaced to obtain a reasonably accurate picture of
underground conditions for design purposes. Variation from these
' conditions frequently occur which are not indicated by the test
borings. These variations are sometimes sufficient to necessitate
' modifications in the designs. If une3cpected conditions are
observed during construction, or if the type, size of location of
the structures should change, we should be notified to review our
recommendations. Pier drilling or footing inspections prior to
pouring and observation of placement of fill should also be
performed by a Soils Engineer.
7
~
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~
LOCATION OF TEST HOLES
I.oT 18
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FIGURE 1
LOG OF TEST HOLE
TEST HOLE
0 177-71
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GI~yCC.V~ ~~w~ ~o gVk~Jc.-(3¢vwo,
Mot~ To Wd~SAUDY ~ 5~1~2~1
1. 23/12 INDICATES THAT 23 BIOWS OF A 140 Ib. HAMMER FALLING 30 INCHES
WAS REQUIRED TO DRIVE THE SAMPLER 12 INCHES.
2. STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL
AND THE TRANSI110N MAY BE GRADUAL.
3. BORING LOGS SHOW SUBSURFACE CONDI'f10NS AT THE DATES AND LOCAl10NS
INDICATED AND IT IS NOT.WARRANTED THAT THEY ARE REPRESENTATIONAL
OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND T1MES.
4. BORINGS LOCAl10N WERE MEASURED IN THE FIELD BY JACKSON ENGINEERS, INC.
FROM EXISTING LANDMARKS. BORING LOCAl10NS ARE ADEQUATE FOR THE
PURPOSE OF THIS REPORT, BUT SHOUID BE CONSIDERED AS ONLY
APPROXIMATE FOR ANY OTHER USE.
5. GROUNDWATER WAS ENCOUNTERED IN THE BORING DURING THE
DRILLING OPERATION AS SHOWN ON THE LOG.
FIGURE 2
SWELL CONSOLIDATION TEST RESULTS
z
0
FA
z
a
I-' X
Z W
W ~
U
CC Z
Wp
a~
w
Qf
a
m
0
U
SION PO W T 143
2 500 P F S R H
~
D
Z
~
~
iv
~00
0.1 1.0
APPLIED PRESSURE - KSF
SAMPLE OF GWY
FROM
NATURAL DRY UNIT WEIGHT ~ PCF
NATURAL MOISTURE CONTENT %
z
0
ui
z
¢
ra
Zx
wW
U aS
¢Z
w
a o
~(1)
U)
w
~
a
~
0
U
0.1 1.0
APPLIED PRESSURE - KSF
SAMPLE OF
FROM
P O W 1
500 P F S R H
iu
100
NATURAL DRY UNIT WEIGHT PCF
NATURAL MOISTURE CONTENT-- %
FIGURE 3
FOUNDATION WALL
CONC. SLAB
GLUED TO FNDTN. WALL
PAPER
3/4"
GRAVEL
'ERF PIPE, SLOPE 1 /8"/FT
TO SUMP OR GRAVITY OUTLET
EXTERIOR PERIMETER DRAIN
(WITH FOOTING FOUNDATION)
FIG. 4-B
F"" INS IALL UKHIIV
BEYOND THIS LINE -
7145°
JACKSON ENGINEERS, INC. a
mwmm~
6841 South Yosemite • Suite #3-B • Englewood, Colorado 80112 - (303) 771-2232
STRUCTURAL CALCULATIONS
LOT 18
APPLEWOOD RESERVE
FOR
COLORADO LIFESTYLE HOMES
.~,E~lltS ~fi1111~011~lIJpe,
-a ,aooeaeqn,
~aQ ~18
N oF
~J
, e y+
DATE: 10-16-96 PROJECT NO. 18-1488
JACKSON ENGINEERS, INC..
DLHEYSLON LUMBER BBAMS - UNIFORH LOAO
DESIGN LUMBER:
DOtJG. FIR 02
pb a 1250 psi
pv • 95 pei
E a 1.70 x 10
SHEET NO.: ~
DATE:
FOR: ~a~.~F'-iE~ L.i Fes -tvUE t~. =...~Z
,
HAXIMUM UNIFORM
IA AD - LBS/FT.
MAX. SPAN
2-2 x 10
0
~
~,2
3-2 x 10
2-2 x
12 ~/2p~AT~
9'2 x 12
IN FEET
~
p
~T
3
1175
1370
1760.
1530
1665
2140
1605
4
880
1025
1320
1010
1250
1000
1285
5
700
820
1455
855
830
10~0
6
58~
685
880
115
,
715
g15
7
500
585~
755
610
625
800
8
4~a
510
660
535
555
710
9
390
455
585
475
500
640
.
10
350
410
525
425
455
580
11
295 .
340
440 .
390
4
15
535
12
245
285
370
,325
NOTES: *
W/ PLATE
XNDICATES A
FULL HEiGNT
AND HI
DTN 112"
@LyW00D S
PACER WILG B
E REQUIRW BETW&EN
MBMBERS.
GLUE AND
NAIL MEMBBRS
IN ACCORDANCE W/
UBC TABLB
N0. 25-Q.
.
t1IC[t0-LAH BEAyS - UNIFORM LOAD
SHEET N0. I
DATE
FOR: /~,~t,o2s~i~o LrFG~T~Fc.r
( iP~ n APP(,GWcx~D
N0.
USE 5 DESCRIPTION
SPAN
LOAD
SIZE
F~ n
ICo~
~Z~
u
O
Z K,
y
~
1 Y30
Z yZ~
ll
C//
05~
~Z 1 I%Zi1
_ to 4 ~
'
►ZS
C~'t9yz.
/~t IJ FL . ~3t~
18'
Pr~D
2 q` z
MAXIMUM UNIFORM LOAD - L8S/FT
SPAN
2-9 1/2
" M.L.
360
2-11 7
L/240
M.L.
L/360
2'- "
L/240
L/360
L/360
L/240
-
L/360
LN FT.
L 240
L
4'
3160
3950
4655
_
F
5985
~ 5
5•
2gz5
6
312
0
25
3990
6'
2105
2630
3100
0
55
2660
3040
.
342
7'
1806
22
-
2
8'
1580
1445
1975
2325.._
2660
_
-
90
2
1260
1015
1755
2 65
2360
22660
390
140
1580
1450
1860
2125
'
5
175
35
SSS
1270
1090
1690
193
V
425
1065
840
1440
1370
1770
1995
1840
335
910
660
1230
1075
1510
1285
1680
V
r
270
780
525
1060
-
860
1355
1045
65
215
645
430
920
700
180
86
180
150
530
440
350
295
810
715
575
480
915
~nt
~
1
ini
RF4
02~ ;
[ Oki(,':.
sPAN
13#
15#
48#
21#
24#
•28#
31
35*
40#
48# !
2A-ly
ZTciD
3"vov
~'iv
52Z~j'
bd75'
63~h
13~
8875
si
zccf
2390
36►~
3~v~i
~}23v
492o
r{J1v
b3Zv
~19v
8'11o i
10~
I<,4n
l~qO
'J1~,0
241v
32i~'~1
'jQv
44OO
419C7
S~oUU
6~3V I
i
I 1;
-
f 2vo
155v
- -
?.o~o
Z4tv
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3~loy'
3xo
4lvv
490
~
5~25'
12!
ISS'
Illo
154,~,
)87v
Zo(ao
?44o
2ZK
3160
3&30
1{5'°v0
13!
~
-7~y
qqa
)2+v
k}?T
)l,Qv
192v
Ziso
Z48IT
2860
3600
1a~
(~ia
?Sv'
1?o
Il~,o
130~
~S=i5
l12v
Iq9v
2ZRo
28&v ~
10'
~y'
IaIP
'Z~iQ
960
lo5iF
12~0
l40o
I(,Zo
1560
2l;4v i
16~
~15'
So5
G,5'a
Tqo
51o
l030
L15'S
133a
(ci3a
I`13v i
34ti
4Zo
r4o
1,4d
Ylq
9,6o
965
lllv
12~0
lblo
18'
~90
355
4ti5
555
oto
B►o
1~5' ~
19~
2~V.
300
51o
`-f70
52o
(nlh
la9o
~97
~jlrl
115F ~
20
2io
2coo
335
~~i
~i
625
5qv
1~8~i
l90 ;
21
22l'i
2~0
35'0
~35'
QriS
~~u
~iqo
(~30
~ii I
22'
Ibo
19y
2~
''~5
33S
~q5
44-S
5'10
23-
14o
l`lo
ZZv
ZtoS'
29v
3qy
39v
Aso
5't5
do5o i
; 24'
Izo
1 ~'o
. I10
Z3o
25S
2")5
340
39`i
~i
5;b
, JACKSON ENGINEERS, INC. SHEET No. I
W 8 X 13# TO W 8 X 48# DATE /O-/b-
STRUCTURAI STEEL BEAMS--UNIFORM LOAD FOR PS" cQF=s_7i«
Multi-Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010576
By: DALE GUILLEN, JACKSON ENGINEERS, INC.
on: 10-16-1996
Project: L18 - Location: RB-2
Summary:
OlST-MACMIL
i
0
r
5
N
LAN
Sectn Modulu
r
Contro$ng Fao
2.1 %
By:
Secton Adequae
Deflections:
DLD=
0.22
IN
Dead Load:
LLD=
0.00
IN = L/60409670
Live Load:
TLD=
022
IN = L/575
Total Load:
End Reactions(Left Side):
R~~=
0
LB
Live Load:
RD1=
7578
LB
Dead Load:
RT1=
7578
LB
Total Load:
End Reactions(Right Side):
RL2=
0
LB
Live Load:
RD2=
13178
LB
Dead Load:
RT2=
13178
LB
Total Load:
gLI=
2.89
IN
:
Bearing Length Reqd.(Left)
g~Z=
5.02
IN
Bearing Length Reqd.(Right):
Beam Data:
L=
10.5
FT
Span:
Lu=
0.0
FT
Maximum Unbraced Span:
~d=
1.00
Live Load Duration Factor:
U
360
Live Load Deflect. Criteria:
240
Total Load Deflect. Criteria:
Uniform Load:
~,,r
0
PLF
Live Load:
Wp=
1125
PLF
Dead Load:
ggW=
14
PLF
Beam Self Weight:
WT=
1139
PLF
Total Load:
Concentrated Load P1:
p~~=
0
LB
Live Load:
pD1=
3100
LB
Dead Load:
PT1=
3100
LB
Total Load:
X1=
6.0
FT
Location:
Concentrated Load P2:
p~2-
0
LB
Live Load:
pp2=
5700
LB
Dead Load:
pT2=
5700
LB
Total Load:
X2-
10.0
FT
Location:
Properties For: 1.8E WS MicroLam-TRUS JOIST-MACMILLAN
Fb=
2600
PSI
Bending Stress:
Fv=
285
PSI
Shear Stress:
E=
1800000
PSI
Modulus of Elasticity:
Fcperp=
750
PSI
Stress Perpendicular to Grain:
_
Adjusted Properties:
Fb~-
2250
PSI
Fb' (Tension):
Adjustment Factors: Cd=0.90 Cf=0.96
Fv'=
257
PSI
Fv':
Adjustment Factors: Cd=0.90
Design Requirements:
M=
24969
FT-LB
Maximum Moment:
6.001 FT From Left Support
V=
6231
LB
Shear (@ d from beam end):
Comparisons With Required Sections:
Sreq=
133.2
IN3
Section Modulus:
S=
149.3
IN3
Areq=
36.5
IN2
Area:
q=
56.0
IN2
Ireq=
498.4
IN4
Moment of Inertia:
1=
1194.6
IN4
Multi-Loaded Beam[ 94 UBC (91 NDS) I Ver. V4010576
By: DALE GUILLEN, JACKSON ENGINEERS, INC. on: 10-16-1996
Project: L18 - Location: RB-4
Summary:
(2) 1.75 IN x 11.875 IN x 8.5 FT / 1.8E WS MicroLam - TRUS JOIST-MACMILLAN
Section Adequate By: 37.0°,6 Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
Live Load:
LLD=
Total Load:
TLD=
End Reactions(Left Side):
Live Load:
RL1=
Dead Load:
RD1=
Total Load:
RT1=
End Reactions(Right Side):
Live Load:
RL2=
Dead Load:
RD2=
Total Load:
RT2=
Bearing Length Reqd.(Left) :
BL1=
Bearing Length Reqd (Right)'
BL2=
0.18 IN
0.00 IN = U46553900
0.18 IN = U577
0 LB
10189 LB
10189 LB
0 LB
5159 LB
5159 LB
3.88 IN
1.97 IN
Beam Data:
Span:
L=
8.5 FT
Maximum Unbraced Span:
Lu=
0.0 FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
240
Uniform Load:
Live Load:
wL_
Dead Load:
wD_
Beam Self Weight:
BSW=
Total Load:
wT=
Concentrated Load P1:
Live Load:
PL1=
Dead Load:
PD1=
Total Load:
PT1=
Location:
X1=
Properties For: 1.8E WS MicroLam- TRUS JOIST-MACMILLAN
Bending Stress:
Fb=
Shear Stress:
Fv=
Modulus of Elasticity:
E_
Stress Perpendicular to Grain:
Fc_perp=
Adjusted Properties:
Fb' (Tension): Fb'=
Adjustment Factors: Cd=0.90 Cf=1.00
Fv': Fv'=
Adjustment Factors: Cd=0.90
Design Requirements:
Maximum Moment:
3.955 FT From Left Support
Shear (@ d from beam end):
Comparisons With Required Sections:
Section Modulus:
Area:
Moment of Inertia:
0 PLF
1125 PLF
10 PLF
1135 PLF
0 LB
5700 LB
5700 LB
0.5 FT
2600 PSI
285 PSI
1800000 PSI
750 PSI
2343 PSI
257 PSI
M=
11726
FT-LB
V=
4036
LB
Sreq=
60.1
IN3
S=
82.2
IN3
Areq=
23.7
IN2
A=
41.5
IN2
Ireq=
203.4
IN4
1=
488.4
IN4
Multi-Loaded Beam[ 94 UBC (91 NDS) ] Ver. V4010576
By: DALE GUILLEN, JACKSON ENGINEER
S, INC. on: 10-16-1
996
Project: L18 - Location: RB-4
Summary:
(2) 1.75 IN x 11.875 IN x 8.5 FT / 1.8E WS MicroLam - TRUS JOIST-MACMILLAN
Section Adequate By: 37.0°.6 Controlling Factor: Section Modulus
Deflections:
Dead Load:
DLD=
0.18
IN
Live Load:
LLD=
0.00
IN = L/46553900
Total Load:
TLD=
0.18
IN = U577
End Reactions(Left Side):
Live Load:
RL1=
0
LB
Dead Load:
RD1=
10189
LB
Total Load:
RT1=
10189
LB
End Reactions(Right Side):
Live Load:
RL2=
0
LB
Dead Load:
RD2=
5159
LB
Total Load:
RT2=
5159
LB
Bearing Length Reqd.(Left):
BL1=
3.88
IN
Bearing Length Reqd.(Right):
BL2=
1.97
IN
Beam Data:
Span:
L=
8.5
FT
Maximum Unbraced Span:
Lu=
0.0
FT
Live Load Duration Factor:
Cd=
1.00
Live Load Deflect. Criteria:
U
360
Total Load Deflect. Criteria:
U
240
Uniform Load:
Live Load:
wL=
0
PLF
Dead Load:
wD=
1125
PLF
Beam Self Weight:
BSW=
10
PLF
Total Load:
wT=
1135
PLF
Concentrated Load P1:
Live Load:
PL1=
0
LB
Dead Load:
PD1=
5700
LB
Total Load:
PT1=
5700
LB
Location:
X1=
0.5
FT
Properties For: 1.8E WS MicroLam- TRUS JOIST-MACMILLAN
Bending Stress:
Fb=
2600
PSI
Shear Stress:
Fv=
285
PSI
Modulus of Elasticity:
E=
1800000
PSI
Stress Perpendicular to Grain:
Fc_perp=
750
PSI
Adjusted Properties:
Fb' (Tension):
Fb'=
2343
PSI
Adjustment Factors: Cd=0.90 Cf=1.00
FW:
Fv'=
257
PSI
Adjustment Factors: Cd=0.90
Design Requirements:
Macimum Moment:
M=
11726
FT-LB
3.955 FT From Left Support
Shear (@ d from beam end):
V=
4036
LB
Comparisons With Required Sections:
Section Modulus:
Sreq=
60.1
IN3
S=
82.2
IN3
Area:
Areq=
23.7
IN2
A=
41.5
IN2
Momentof Inertia:
Ireq=
203.4
IN4
1=
488.4
IN4
/~~j e /~PPLGU/~
-PZ -z- 11 &L- )
L= i6.S
U) =11Z5
P, = 3,1K E'lo Py = 5,`7K o /o'
ui- g5S"
t'A1y =
(2)
- 12 ) ; ~ . M ~
'7i;
~
Z ~ V; zr,
s~ ~ .
Jackson Engineers, Inc. t 0~ y~~ ~Ililillllill
8751 E. Hampden Ave. • Suite B-2
Denver, Colorado 80237
(303) 337-8888 • Fax (303) 337-8842
CERTIFICATION OF OBSERVATION
Property Address: Observation N0.14-2732
Legal Description: Lot 18 Block 1 , Anplewood Reserve
PERIMETER DRAIN•
I hereby certify that an observation of the interior and/or
exterior perimeter drain(s) at the subject property was made on _
3-24 , 19 97 , under my direct supervision and that the
drain(s) were installed in a workmanlike manner in general
conformance with accepted industry standards. This observation
took place prior to placement of any other under-slab utilities.
DAMP PROOFING•
I hereby certify that an observation of the damp proofing at the
subject property was made on 3-19 , 1997 , under my
direct supervision and that the coating was done in a workmanlike
manner in general conformance with accepted industry standard. No
analysis of matls used was performed.
Thomas L. 1 • #16918
1,\<
d
FOR: Co
COMMENTS AND EXCEPTIONS:
Jackson Engineers, Inc. ' `Y 's 1 a- 3 c,V
8751 E. Hampden Ave. • Suite B-2
• Denver, Colorado 80237
(303) 337-8888 • Fax (303) 337-8842
CERTIFICATION OF OBSERVATION
Inspection No.11-4606
Property Address:
Legal Description: Lot 18 , Block i ,
Applewood Reserve
Footina
I hereby certify that an inspection of the footings was made on
3-4 , 1997 , ,under my direct supervision and that the
footings were formed to the required dimensions and that the
required reinforcement, if any was placed in accordance with the
requirements of the foundation design for the subject property.
Foundation
I hereby certify that an inspection of the reinforcement in the
foundation walls was made on 3-11 , 1997 , under my
direct supervision and that the placement and size of the
reinforcement was in accordance with the requirements of the
foundation c~~mrn,~~or the subject property.
L, J~ Pk;,
S ~woP c r,,
~ q U
77
1 311 \l'l.q 1 y l .
Thomas L':Ay. ;O~sgo"-.Qr. E.
pF`•,,!`
a F9~Cp ~ ~e`i~
COMMENTS AND EXCEPTIONS:
Colorado Lifestyle Homes
h;
BUItDING DEPARTIV`ENOT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at ! 62 e ,P 5`7 PL
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gow
- erningsame:
1- ~ILI L
~
,
67k,1. .1
~ - a
Y are here otified to correct the foregoing violations.
When corrections have been made, call for inspection.
nArp A ` v!`lf ! 6L
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PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
PLEASE PRINT CLEARLY AND FILL OUT FORM COMPLETELY
Building Permit Number Date \ T13/°IT6
Applicant GeU o 2Aflo (~~FCST{LE ~~i_~,ddress
City State Zip Phone Z39 -0{ l43
Location of Construction (address)
Purpose of Construction !nr,%A-~ S~f
ce
Building Permit Value $ 1$0 O~ Commercial _ Residential ~
DEVELOPMENT REVIEW FEES (this section to be completed by City)
Base Development Review Processing Fee: $50.00 minimum
o~
$ SU .
Single Family Residential: .003 x(value of improvement) $25 minimum fee
$
[includes review of construction drawings for improvements in public right-of-way]
Mufti-Family/Commercial: .0050 x(value of improvement) $50 minimum fee
o-
[indudes review of construction drawings for improvements in public right-of-way,
review of preliminary/final drainage study and erosion control plan(s) if required]
Site Plan: $50.00 (Not applicable for single family residential)
$ -6
Right-of -Way/Easement: $40.00 + $5.00/page recording fee
$ 'y o -
Development Agreement Residential = $50.00 Commercial = $100.00
$ - C) "
State Highway Access Permit: $75.00 application fee
$
Traffic Impact Review 8 RepoR: $100.00 processing fee
$ C>
Flood Plain Variance: Class I=$75.00 Class 11 _$150.00
$ -C> r
$ 7250 o
TOTAL REVIEW FEES: (due at time of building permit issuance)
The above fees include one follow up review to verify that initial deficiencies noted are
corrected_ Additional review and/or processing past the follow up review and/or processing
will be charged against the building permit applicant at the above fee schedule.
Please note that additional fees will be assessed for those permits related to construction of
public improvements. If you have any questions, piease feel free to contact the Development Review
office at 235-2868.
Signature of Applicant Date
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215
The Ciry of W HEq ppO
GWheat
GR 1Cige
0°t o R aF
SINGLE FAMILY MINOR EXCAVATION AND FILL PERMIT
NAME OF APPLICANT:
ADDRESS OF EXCAVATION/FILL:10'?51
APPLICANT ADDRESS:
DATE OF APPLICATION:
All permits shall be applied for through the Public Works Department An approved permit is
effective for a period of one (1) year from the date of issuance, and may be renewed. All fees
shall be in accordance with those fees established by the Uniform Building Code (UBC); or by
other applicable City adopted Resolution or Ordinances.
Grading Plan Review Fees*:
0 to 100 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $15.0
101 to I,OOOcubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $22.50
1,001 to 10,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $30.00
10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $45.00
SUB-TOTAL:
Grading Permit Fees*:
0 to 50 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $15.
51 to 100 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $2 .50
101 to 1000 cubic yards $22.50 for the first 100 cubic yards, plus $10.50 for each additional
100 cubic yazds or fraction thereof: C. Y. Amount Due: $
1,001 to 10,000 cubic yards $117.00 for the first 1,000 cubic yards, plus $9.00 for each
additional 1,000 cubic yards or fraction thereof: C. Y. Amount Due: $
10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $238.50
TOTAL FEES DUE: $ .
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949
Building sites whose total excavation and fill exceeds 20,000 cubic yards must be processed
under the provisions of Section 26-33 of the Wheat Ridge City Code. Upon conformance
with Section 26-33 of the City Code, grading plan review fees and grading permit fees shall
be established in conformance with SecHon 3310, Table A-33-A, and Table A-33-B
respectively of the Uniform Building Code.
* Uniform Building Code, Section 3310
I HEREBY ACKNOWLEDGE THAT TffiS APPLICATION IS CORRECT, AND
UNDERSTAND THAT THE REQUESTED WORK CAN NOT BEGIN UNTIL THIS
APPLICATION IS APPROVED BY THE CITY OF WHEAT RIDGE. I AGREE TO
COMPLY WITH THE LAWS OF THE STATE OF COLORADO, WITH ZONING
REGULATIONS AND WITH THE BUILDING CODE OF THE CITY OF WHEAT
RIDGE. ANY VIOLATION WILL BE CAUSE FOR IMMEDIATE REVOCATION OF
THIS PERMIT, AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY
THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY
POSSESSION, OR PERMANENTLY ON THE JOB SITE.
APPLICANT: CITY OF WHEAT RIDGE:
ApplicanYs Signature City Engineer
Owner's Signature (if different than above) Approval Date
mexfillp.frm
BUILDING DEPARTMENT
(303) 235-2855
- CITY OF'WHEAT RIDGE `
* *
Correction Notice
Job Located at i ~
I have this day inspected this structure and these premises and ~
" have found the following violations of City and/or State iaws gov- '
: erning seme: .
. ~ , . 1 .
:f¢vr~~~ iS F~ N,sh~
You are hereby notified to correct the foregoing violations: `
: When corrections have been made, call for inspection.
, y
F ~
Inspe¢tMf3ft~BUltdingDept
. . . ~ . ~ _ . .
DO NOT REMOVE IS TAG-
~~PORM WR6-22
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SITE DRAINAGE PLAN
JOE 6 PAM j
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siHEET u4a~k Strcet
Al.~
~ ~O
'BUiLDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at &77.'~'l y44 4PL
~ I have this day inspected this structure and these premises and
have found the'following violations of City and/or State laws gov- `
erning same:
10
3Adr,( o11 oa'. 51 d ar SXAZ ) r;s
6
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for ~Building Dept. ~
DO NOT REMOVE THIS TAG
. ~ ~ FORM WR6-22 ~ : ~ ~ ~ . . . .