HomeMy WebLinkAbout3071 Union StreetCity of Wheat Ridge
Residential Roofing PERMIT - 201704496
PERMIT NO: 201704496 ISSUED: 07/20/2017
JOB ADDRESS: 3071 Union ST EXPIRES: 07/20/2018
JOB DESCRIPTION: Residential Re -roof to install CertainTeed Presidential TL asphalt shingles
with 40 sq.
*** CONTACTS ***
OWNER (303)233-6065 MINTKEN PAUL
SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION1�
FEES
Total Valuation 0.00
Use Tax 581.10
Permit Fee Fee 476.55 I
** TOTAL ** 1,057.65
*** 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.
N. 4`
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Roofing PERMIT - 201704496
201704496
3071 Union ST
ISSUED: 07/20/2017
EXPIRES: 07/20/2018
Residential Re—roof to install CertainTeed Presidential TL asphalt shingles
with 40 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 permit and perform the work described and approved in conjunction with
this permit. I further attest that I amlegally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Z )eVatI'"- Z4�z- (3-112,5 ( ( -1
Signature of OWNER or CONTRACTOR (Circle one) Date
1. 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, po ides 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 and_procedures 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 any 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 sha n t �coArue
�f or an approval of, any violation of any provision of any
applicable code or any ordinance or reguis o Sv of work is subject to field inspection.
Signature of Chief Building Official
Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Dan Schultz
10 V
From: no-reply@ci.wheatridge.co.us
Sent: Wednesday, July 12, 2017 2:12 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Danny
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
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
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
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
3071 Union St
Paul Mintken
303-233-6065
Field not completed.
n► r
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
Excel Roofing, Inc
Contractor's License
018118
Number (for the City of
Wheat Ridge)
Contractor Phone
3037616400
Number
Contractor Email Address
excel@excelroofing.com
Retype Contractor Email
excel@excelroofing.com
Address
DESCRIPTION OF WORK
Are you re -decking the
No
roof?
Description of Roofing
Certainteed presidential TL
Material
Select Type of Material:
Asphalt
If "Other" is selected
Field not completed.
above, describe here:
How many squares of the
40
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
40
roofing material for this
project
Provide additional detail
Re -roof house
here on the description of
2
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract
value or cost of ALL
materials and labor)
<2:7:67:1.D51
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 James Bretz
Email not displaying correctly? View it in your browser.
3
45110 S IFEbERAL13#.1/I! ENGLEWOOD,00 801110 303-76t.6400
hro� asaIZContract
Date: 612412017
Proposal submitted to: P601.Mintken
Address: 30'2 Union Street Wheat Ridge, CO 80215
Phone •# :303 233-6065 Email: simintken@comcast.net
Job Styie:gable
We hereby propose to furmish materials and labor necessary for the completion of:
I. Installation of fie, CertainTeed Presidential Shake TC Limit diffie + _
asphalt roof system installed per the nmufactures recommendation Initial here: Color:.
A. Prc nide %Vorkmata's Comp and liability Insurance. Acord Ins 303-762-1717) and Pimiacoi inns.
B. Obtain building permit £torn city or county. (cost not included)
C. Provide Carbon Monoxide Alarm at start of project
D. Remove all layers of titrating toofusg, currently has; 1
E: inspect Roof declacig; $ 55 per sheet to repiacedf needed.
F. Ensure that all eaves and gables have meml drip edge:, red
G. Install New°shingle underlayment(s) that meet or exceed code -Synth,
H Ensure all HV,�%.0 vents are properly flashed &.painted. Install & paint new neoprene flashing:on at plumbing vent pipes.
I. Install asphalt shingles to manufacturer's recommendations with VA inch galvanized nails, 6 nails per shingk.
J; Attic ventilation Eicel Roofing recommends;
l Install matd i -g ridge shingles.
I,. Final inspection with Project 1\ anaget;at co pletion of project and call. For final permit inspection:
II. Workmanship is gua,ramtecd for Five (5) years. Free transfer to new owner.
III. Excel Roofing will'ctein, up, use narl magnet and haul all debris at completion oEpioject
III. F=cd Roofing will wash fIx roof at.-compiection of project
.......,..
➢ Additional items:
Any and all unforeseen Cade Upgrades, Supplemental items and permit fee Will be
billed to the insurance company, if it is an insurance claim and the policy allows.
Excel Project Manager: Bob Joyce Email: BobLWexeeiroofing.eorn Phone #:.303-905-ilo0
E.rcelRrloJin.cnrrf CES June
Exciei Roofing
We're ori Trip of It
P09es 1 of 2
excel RCfr.g CES lune ExceiRoci ina.cor
We're on Top of It
IV. Home and Roof Options:
Cost for removal and replacement of Roof, including all labor and materials. $ 27,671.51
Replace 226 Feet of S inch gutter 16 Feet of D/S Color. N/A $ 1,441.45
Cost to upgrade to a Limited Lifetime Class 4 impact rated shingle Free
Cost for additional attic ventilation if needed; $ -
Cost to replace flat roof area with: Color: N/A 4 $ -
Cost to add 0 inches of blown in insulation on top of the existing attic insulation. $ -
Cost for any additional items noted on the 1st page of the contract. $ -
Payment Options. *Please initial next to the payment option of choice*
A: Payment using Financing:
*Payment plan options, WAC* Amount to be financed $ 30,8S9.74
*Please note that Excel does not make any additional money on these fees & loan Dealer # 11545 ph + 866-393-0033
12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest
($2,571.6151 ($625,58) ($374,25)
initials Initials Initials
B: Payment Using Credit Card.
.Cost of Project if paid by credit card. This price reflects the 3% -convenience fee $ 29,986.35 mitivis
C: Payment by cash, check or secured funds $ ' 29,212.96
Initialsplus permit fee
Terms: 100% Payment due upon completion of each phase of work
Total Cost does not include City/County Permit fee. According to Colorado law if the services provided are paid through an insurance claim it
is illegal for a Contractor to paythe:homeownees deductible in whole or part, also any deposit paid by the Homeowner must be held in trust.
The homeowner may cancel this contract at anytime prior to construction. if the material has been delivered or the permit has been
purchased then the homeowner shall be obligated to pay the delivery and permit casts; The homeowner may also cancel this contract if they
are notified that their claim is denied in whole or part. All work to be completed per standard industry practices according to specifications
submitted. The homeowner agrees that if any additional work is required to complete the above specifications involving extra cost"they will
pay these additional charges. All agreements are contingent"upon strikes, accidents, or delays beyond our control. Owner agrees to carry
regular homeowners insurance. Excel Roofing will not be heldliable for any structural movement, settling, cracks in drywall, damage to
driveway, or any damage to siding due to the roofing or loading process, Finance charges of i Y2 percent per month will be added to any
unpaid balance. In the event collection action' Is taken to recover,payment under this agreement, Excel Roofing, Inc., should be entitled to
reasonable collection and attorney fees and costs incurred in such action. Excel Roofing's liability insurer is Cincinnati Insurance Company,
6200 S. Gilmore Road, Fairfield, OH 45014-5141. This proposal may be withdrawn by excel if not accepted within _7 days. The approximate
start date shall be within_6tLdays of acceptance of this proposal,
u Bob Joyce Project Manager
Date. 644/20f7 7 Cell Phone # 303-905-1100 303-761-6442 Fa -
Acceptance of Contma
The above price, specifications and conditions are satisfactory and are hereby accepted. Excel Roofing, Inc. is hereby audio zed
to do the word as speeded and payment wffl be made to Fxcel Roofing, Inc., as outhried above.
Pj tedNamc Titre
Sig -nature Date—71,'`S
Exce?Roofirlg.com CES June
Excel Roo/inn
we're on Top of it
Pages 2 of 2
` 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: fl OF
Job Address: �, U
Permit Number: W-1
`1 %
a -
a
❑ No one available for inspection: Time /0 G,
Re -Inspection required: Yes No
''When corrections have been made, • aI for re -inspection at 303-234-5933
Date: Inspector:
DO NOT REMOVE THIS NOTICE
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:_�P/
Job Address:
Permit Number: 7 �! 7 U ` /`/ l�
l i1`.
1-1Noone available for inspection: Time 1 AM/EI '
Re -Inspection required: Yes/ No
When corrections have been made, call for re -inspection at 303 -234 -
Date:— Inspector:
DO NOT REMOVE THIS NOTICE
f
12/30/2009 .W ED 11: FA X 303 23 7 8929 303 B way 0002/002
INSPECTIONS RECORD OGCUpancY/Ty�l
" 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.
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
Weatherproof/ French Drain
Sewer Service Lines
Water Service Lines
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath / Walf tie
Mid -Roof
Electrical Service -
Rough Electric -
Rough Plumbing
_.......
`. Gas Piping ......._ ......... ... .. ........ ._...,.._ ....... _.._.._....... .... ....._-
Rough Mechanical
..... ... ._ ..... ......... ....... ...__..................__.__ .. _..... _....:............ ....
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO
Framing _:. .
. .... ........
CITY OF WHEAT RIDGE
insulation 12139/09 9:30 AN - edb6
Dr Screw - ... .._.
rYk' -- Daniel '7.`Zafitila
RECEIPT -.AMOUNT..,
FINALS BP5P Rerouf 43 sqs 913.88
094577
Electrical
_ Permit Fee ......_ ..._........_.._ §90.59 .
;,_..;..,..:_.Use .Tax...._.... ... ..423.38
Plumbing ......... _ -..... _. .................
Mechanical PAYMENT -RECEIVED _..._.._.._._.._..AMOUNT
NC 0482 913.88_
Roof AotU B -- —
r _083938..... . ...._ ..._..._.. __ ......... ..........._
Building Final ....
TOTAL 913,88
FiSe Department
R. kin S D e
Par sc INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
** AIOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIRCATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT'CONSTITUTEAUTHORIZATION
OF A CER77FICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED.UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
♦ 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: pre,
Job Address: 5( UA,I,,iA Cf
Permit Number: LW(155
❑ No one available for inspection: Time t aG AM
Re- Inspection required: Yes No
"When corrections have been made, call for re- inspection at 303 -234-5 933
Date: Inspector:
F,
DO NOT REMOVE THIS NOTICE
F
SEP -15 -2010 14:55 From:
6115 Seri Place, Suite A
Boulder, CO 80301
303 - 449 -5176
303 -449 -8473
Fax
TO: ' /tl t�ua�a i
FAX:
P HONE: /
RE: e �2 - __G
FROM:
PAGES:
DATE:
CC:
0 Urgent 0 For Review 0 Please Comment ❑ Please Reply 0 Please Recycle
• Comments:
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�firrt� oq i�qg
TKMT 0943
T F mT
CITY Of WHEAT RIDGE
09/15/10 2:45 PH cdba
Daniel J. Zahtila
RECEIPT
NO.-CDA005031
AMOUNT
BPSP
Reroof 54 sqs
117.85
091698
Extend Expired Permi
117.85
BPSP Reroof 37.5 sqs with
145.15
094379
Extend Expired Permi
145.15
BPSP Reroof 43 sqs
245.25
094577
Extend Expired Permi
245.25
PAYMENT RECEIVED
AMOUNT
MC 0482
508.25
Auth Code.
096413
TOTAL
508.25
" ' City of Wheat Ridge
Faxed Roof Permit PERMIT - 094577
PERMIT NO: 094577 ISSUED: 12/30/2009
JOB ADDRESS: 3071 UNION ST EXPIRES: 12/31/2010
DESCRIPTION: Reroof 43 sqs
* ** CONTACTS * **
owner 303/881 -1569 Paul Mintkin
sub 303/449 -5176 Tim Black
01 -9440 Black Roofing, Inc.
** PARCEL INFO
**
ZONE CODE:
UA
USE:
UA
SUBDIVISION:
0711
BLOCK /LOT##:
0/
** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 23,520.00
FEES
Permit Fee 490.50
Reinspection Fee 61.00
Total Valuation .00
Use Tax 423.36
** TOTAL ** 974.86
Conditions:
Both front and back of permit need to be posted on job site. If one or the other
is not present, INSPECTION WILL NOT BE PERFORMED.
6 nail installation & mid -roof inspection required. Board sheathing spaced more
than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and
water shield required from save edge to 2' inside exterior walls. ** *Contractor
or Property owner shall provide ladder(s) secured in place for inpsections. It
is the responsibility of the person /firm requesting the inspection to insure
roofs are clear for inspection. Scheduled inspections that cannot be performed
due to inclement weather must be cancelled prior to 8:30 a.m. on the day of
inspection or a re- inspection fee of $61.00 will be assessed. Subject to field
inspection.
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 (I.B.C) and all other
applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.
Signature of contractor /owner date
1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the
State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable
ordinances of the City. -
2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration
date. An extension may be granted at the discretion of the Building official.
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 or will be made in the original plans and specifications and any suspension or abandonment has not
exceeded one (1) year. If changes have been 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 change the natural flow of water causing a drainage problem.
S. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive
written approval on inspection card before proceeding with successive phases of the job.
6. The issuance of a permit or the approval of drawings and specifications shall not be construed 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.
All plan,reAew,&1 subject to field inspections.
♦ 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: ~r✓~L t2e=
Job Address: X07/ s~rm»O <7
Permit Number: O9'f577
~Fwt~t72. 7Z) A1~1~yisf, SFi uP Sfcu~f
L ~OlJFIZ ~ S) ~~,v2 idUS/j~ c i ~G :~-t
S f eT, f fem. r
. F'r F G~yE AQ~oIL j~ ~~~T~svS6'ELTc.,.l
❑ No one available for inspection: Time ~f YS AM/
Re-Inspection required: No
When corrections have been made, call ffoor, re/-inspection at 303-234-5933
Date: L/~3/ice Inspector:
i
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
~-j Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: r°3P1t~~>s
Job Address: .3e.,'71 s7-
Permit Number: d9'7' ,77
A?A,&uF_0
k
4
k
k ❑ No one available for inspection: Time AM49)-
Re-Inspection required: Yes,
When corrections have been made, call for re-inspection at 303-234-5933
Date: 1/1///0 Inspector:
DO NOT REMO THIS NOTICE
h"
♦ 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: 1;ylz7Reol/
Job Address: 4307/ rr vio.vr 57-
Permit Number: 09`/.5W
r0 .CAS 4E !G ~~lJFfi7
i
ZZY
I
E
G -
I ❑ No one available for inspection: Time 1.2 AM/
Re-Inspection required: es No
'When corrections have been made, call for re-inspection at 303-2345933
' Date: //5'hz> Inspector
DO NOT REMOVE THIS NOTICE
Citem of Whacit R;Aful
!ISSUED: 12/
EXPIRES: 06/
913.86
v
INSPECTION RECORD Occupancv/TYP
'O-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.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS I DATE I INSPECTOR I COMMENTS:
INITIALS
Footings/Caissons
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof / French Drain
Sewer Service Lines
Water Service Lines
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
ROUGHS
Sheathing
Lath /Wall tie
Mid-Roof -
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE INSPECTIONS TO BE SIGNED PRIOR TC
Framing
CITY OF WHEAT RIDGE
Insulation
12!38!09 -9:30 AM - cdhh
Drywall Screw
Daniel J. Zahtila
RECEIPT NDLCDBOO3657
AMOUNT
FINALS
BPSP Reroof 43 sqs
913.86
094577
Electrical
- Permit Fee
498.50
Plumbing
Use Tax _
423.36
Mechanical
PAYMENT RECEIVED -
AMOUNT -
MC 0482
913.86
Roof
Auth Code:
863938
Building Final TOTAL 913,86
Fire Department
R.O,W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
Parking 3 Landscaping - SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
"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 CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE nF nccuPANCY IS ISSLIFn
City of r Date:
12/29/2009
-A Wheat ichze
COMMUNITY DEVELOPMENT Permit#:Ll~
Building Division
7500 W. 29th Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 " Fax: 303-237-8929
Inspection Line: 303-234-5933
Facsimile Building Permit Application
PTaip9YiY tt?lw 3071 Union Street
Property Owner (please print): Paul Mi ttken Phone: 303-881-1569
Mailing Address: (if different than property address)
Address: 3071 Union Street
City State, Zip: Wheat Ridge CO 80215
gt#>Ett4ligW: Black Roofing, Inc.
Contractor License 019440 Phone: 303-449-5176
SUM 4?i>Yltit4ttfGNtt
Company Name: License M Expiration Date: Trade/Profession: Approval:
Use of S ace descri tion): Presidential TL 50-year shingles
1Q.t4
Tear- sting tdohrg; install ice & %alerstieldateaves &vallai5 and
$30 fdtovermrreiningsurFace; includes rtewguwm & dmmPmG. Plan Review (due at lime of submittal): $
6/12 slope
Sq. Ft./L.Ft added: Squares 43 BTU's Gallons Amps
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 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 Ridgge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field Inspection.
CIRLCE ONE:: (OWNER) (CONTRACTO or PERSONAL REPRESENTATIVE )f OWNER) (CONT,/RATOR)
PRINT NAME: RICKI Chesney- IddenS SIGNATURE: /~,XyIF1f~ if/.l - 12/2912009
Bldg Valuation:
Credit Card Payment: Use credit card listed on file.
Print name: Ricki Chesney-Giddens Signature: _1
41' o /4 !D
Certificate of Completion
AND/OR
Compliance
CITY OF WHEAT RIDGE
7500 W. 29TH AVENUE
WHEAT RIDGE, COLORADO 80033
THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES
COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER
RELATED LAND USE AND DEVELOPMENT LAW S OF THE CITY OF WHEAT RIDGE
FOR THE FOLLOWING PURPOSE.
PERMIT # 12714
Residential remodel/ addition/ garage
OWNER: Paul Mitken ADDRESS: 3071 Union Street
PROPERTY ADDRESS: 3071 Union Street. Wheat Ridge. CO 80033
CONTRACTOR: Hup-hes Remodeling
DATE 9/11/2003 CHIEF BUILDING OFFICIA
ZONING ADMINISTRATOR
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7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/235-2855 Fax:303/235-2857
The City of
Wheat Ridge
March 13, 2003
Paul Mintken
3071 Union Street
Wheat Ridge, CO 80033
RE: Building Permit #12714
Deaz Mr. Mintken,
Our office is in receipt of a letter dated Mazch 11, 2003, requesting an extension of the above
referenced building permit. Per the Uniform Building Code 1997 Edition, you aze allowed one
extension for not more than 180 days.
This letter is to no6fy you that your permit has been extended until October 10, 2003, at which time
all work must be completed, inspected and approved.
Should you have any questions please feel free to contact me at 303-232-2853.
Sincerely,
~
Darin M r
Codes 'nistrator
Cc address file
Bob Gaspaz, Building Inpsector
Paul Mintken
3071 Union Street
Lakewood, CO 80215
(303) 233-6065
mintkenC&attbi com
March 11, 2003
Department of Planning and Development
Building Inspection
City of Wheat Ridge
7500 West 29th Avenue
Wheat Ridge, CO 80215
Attention: Building Inspection Department
I am writing in regards to the open building permit #12714 for property owner Paul &
Stacie Mintken at 3071 Union Street, Lakewood. Our original building contractor
informed us inspections had to reoccur every 120 days, but two of the last building
inspectors communicated that inspections needed to take place every 180 days.
Due to financial hardship in completing all aspects of the project, we are requesting an
extension of inspection for another 180 days. Our last inspection was October 11, 2002.
Therefore our next inspection must take place by April 9, 2003. If we could extend this
another 180 days, we are confident we will be completely done with Yhe tlu-ee phase
project no later than October and be ready for our final inspection for the Certificate of
Occupancy.
Please feel free to contact me at the above address or phone number. I look forward to
hearing from you.
Thank you for your consideration,
Paul Mintken
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12714
BUILDING INSPECTION LINE- 303-234-5933
CITY OF WHEAT RIDGE Date : 8/30/01
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner:
Property Address : 3071 UNION ST Phone : 233-6065
Contractor License No. : 18548
Company : Hughes Remodeling Co. Phone : 274 8041
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 applipble 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 comQhance wkh the Wheat Ridge Buiiding
Code (U.B.C.) and all other appiicable Wheat Ridge ordmances, for work under this pertnR.
(OWNER)(CONTRACTOR) SIGNED DATE
ConstructionValue:
$100,000.00
Permit Fee :
$993.75
Plan Review Fee :
$645.94
UseTax:
$1,500.00
Total:
$3,139.69
Use:
Description : 3 PHASE PROJECT 1- KITCHEN REMODEL. 2- POP TOP OVER GARAGE. 3- GARAGE
ADDITION (VARIANCE CASE # WA-01-05).
BUILDING DEPARTMENT USE ONLY
~
Approval : MLC
Zoning : R-7
Approval: BG
Approval:
Occupancy : Walls
SIC : Sq. Ft. :
PROP. HAS 12' FRONTYARD SETBACK VARIANCE. SEE ATTACHED
RESOLUTION. CASE # WA-01-05.
8/27/07 /
V~'s P l9 l G~" (O/ Z. lr-
Roof : Stories : Residential Units :
Electrical License No : 20734 Plumbing License No :21110 Mechanical License No : 17977
Company : MONTANO ELECTRIC Company :T-N-T Plumbing Service, Company : K C A Companies Inc.
Expiration Date : 2/28/03 InO Expiration Date : 517/1998
Approval : OKIKS Expiration Date : 917/02 Approval :
Approval: oklks
(1) This pemit was issued in accordance wkh tlie provisions sel torth in yopur application arW is subiect lo the laws of the State of Cobretlo antl to the Zoning
Regula6ons antl Building Cotle o1 Wheffi RfOae, Coloretlo a a~ry other applicabk ordinances Mthe City.
(2) This pemit shall euplre H(A) the xrork auttronzed Is not commenced wdhin sUCly (60) days from isaue tlale w(B) the building auNwrized is suspended or
abandoned for a penod of 120 days.
(3) If thispeimit expires, a new pemit may Ee acquired for a fee of one-half the amount normaly requiretl, providetl no changes have been or will be matle in ihe
onginal plans and specifip6ons and any suspension a abarMOnment has not exceeded one (1) year. If changes are made or if suspenslon or abandonment
exceeds one (1) year, full fees shall be paiA for a new pertnk.
(4) No work of any manner shall be done that will change the naturel flow of water causing a drainage problem.
(5J ConVaclor shall notiry the Builtling Inspector lweMy-four (24) hours in advance tor all inspeclions entl shall receive written approval on inspection card before
proceediing wdh successive phases of the7ob. (6) The ce of a permit or the approval of drawings antl specifcations shall not be construetl to be a pemit for, nor an approval of, any violation of ihe provisions
oHhisuil ing cpqV§4jany other ordinance, law, mle or regulation.
Building Permit Number : 12714
Job Address : 3071 UNION ST
Description of Permit : 3 PHASE PROJECT 1- KITCHEN
REMODEL. 2• POP TOP OVER
GARAGE. 3- GARAGE ADDITION
Inspection List
Number
T e
Date
A roval
Remarks
33279
FOUNDATION
12/11/01
OK/BG
33409
FE-KITCHEN
12/21/01
OK/BB
KITCHEN & UPSTAIRS
33410
FF-KITCHEN
12/21/01
OK/BG
33411
FM-KITCHEN
12/21/01
OK/BG
34388
FOUNDATION
4/3/02
OK/BG
34444
WEATHERPROOF
4/9/02
ok/b
35315
RE AFTER 1:30 PM
6/20/02
OK/DM
35316
RF AFTER 1:30 PM
6/20/02
OK/DM
W/NOTE
36635
F. buildin
10/11/02
r FIND
Building Permit Number : 12714
Job Address : 3071 UNION ST
Description of Permit : 3 PHASE PROJECT 1- KITCHEN
REMODEL. 2- POP TOP OVER
GARAGE. 3- GARAGE ADDITION
Inspection List
Number
T e
Date
A roval
Remarks
32422
UP
10/1/01
OK/BG
32881
RP-KITCHEN
10/31/01
OK/BG
32882
RM-KITCHEN
10/31/01
OK/BG
32883
RE-KITCHEN
10/31/01
OK/BB
32891
RF-KITCHEN
11/1/01
ok/b
32901
RP-UPSTAIRS
11/1/01
ok/b
32902
RM-BASEBOARD
11/1/01
ok/b
32942
DWS
11/6/01
OK/BG
32955
RE-PART.
11/7/01
OK/BB
UPSTAIRS
32979
FM
11/8/01
DIS/BG
a~
~#n
Building Permit Number : 12714
Job Address : 3071 UNION
Description of Permit : 3 PHASE PROJECT 1- KITCHEN
REMODEL. 2- POP TOP OVER
GARAGE. 3- GARAGE ADDITION
Inspection List
Number
Type
Date
roval
Remarks
32986
RF
11/9/01
OK/BG
33031
DWS
11/14/01
ok/b
33152
FOUNDATION
11/28/01
ok/b
33188
FIREWALL
12/3/01
ok/b
door frame
33250
DWS
12/7/01
OK/BG
33277
FOUNDATION
12/1 1
OK/BG
33279
OUNDATION
1
OK/BG
33409
FE-KITCHEN
t
1
11 OBB
KITCHEN & UPSTAIRS
33410
FF-KITCHEN
1
OK/BG
33411
FM-KITCHEN
1
OK/BG
. ~~Y,
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12714
BUILDING INSPECTION LINE - 303-234-5933 Date : 8/30/01
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner :
Property Address : 3071 UNION ST
Contractor License No. : 18548
Phone: 233-6065
Company : Hughes Remodeling Co. Phone : 274 8041
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 applirable Wh4at Ridge ordinances,'f6r wo/k under this permit.
(OWNER)(CONTRACfOR)
Construction Value :
$100,000.00
Permit Fee :
$993.75
Plan Review Fee :
$645.94
Use Tax :
$1,500.00
Total:
$3,139.69
Use:
Description : ~RIANCE CAEH# WAO ~MODEL. 2- POP TOP OVER GARAGE. 3- GARA E
ADDT ON (V
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
~~,maJ
Approval : MLC PROP. HAS 12' FRONTYARD SETBACK VARIANCE. SEE ATTACHED
Zoning : R-1 RESOLUTION. CASE # WA-01-O5.
8127101
Approval: BG
Approval :
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : 20734 Plumbing License No :21110 Mechanical License No : 17977
Company :MONTANO ELECTRIC Company :T-N-T Plumbing Service, Company : K C A Companies Inc.
Expiration Date : 2/28/03 Inc Expiration Date : 5/7/1998
Approval : OK/KS Expiration Date : 9/7/02 qpproval :
Approval: oklks
(1) This permit was issued in accordance with the provisions set forth in yopur application and is subIect to the laws of the Slate oF Colorado and to the Zoning
Regulations and Building Code of Wheat Ridge, Cobrado or any other applicable ortlinances of the Ciry.
(2) This permR shall expire iF (A) the work authonzetl is not commencetl wRhin sixry (60) tlays from issue date or (B) the building authorized is suspendeU or
abandoned for a period of 120 days.
(3) If this permit expires, a new permrt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the
original ptans antl specifications and any suspension or abandonment has not exceetled 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 change the naWral Flow of water causing a drainage problem.
(5) Contrector shall notify the 8uilding Inspector lwenry-four (24) hours in advance for all inspections and shall receive written approval on inspedion cartl before
proceediing with successive phases of the 1ob.
(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an appmval of, any violation of the provisions
oF the building codes or any other ordinance, law, rule or regulation.
ChiefBdildiel'Yv~.
f~
DEPARTMENT OF PLANIVING AND DEVELOPMENT BuIlding Permit Number.
oF wHE4 r P gUILDING INSPECTION LINE - 303-234-5933 Date: ~
° CITY OF WHEAT RIDGE
u 7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
~ot oa noo ,y j~ ~,y A7~~
491PPitl4.P~ TIN4 ~
Property Owner: A+)L-- M ~ Tw
PropertyAddress: 7>O'11 LI+,;e1 L✓k~"`' R"~v Lo &OL~,(~ pbone:C~o~ 23~-6o6,S"
Contractor License No.: '/I~ 8~-'$'f ~ Lt r, ta
ComPanY: ~1125 KCn~0~c CO Phdne: ~jp-3) Z~r~p'- 9'0 S!/
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDIMG AND AGREEMENT
I hereby cerUfy [hat the setback distances proposed by this permit application are
accura[e, md do not viola[e applicable ordinances, rules or regulations of the City of
Wheat Ridge or covenants, easements m restrictions of record; that all measurements
shown, md allegations made are accurate; [hat I have read md agree to abide by alI
conditions printed on this application md that I assume full responsibiliry for
compliance wi[h [he Wheat Ridge Building Code (U.B.C) md all other applicable
Whea[ Ridge Ordinances, for work under Ihis pennit (ownEx)(conmcnctox): sicxFn~ DnrE #7j
Construction Va1ue:~~ CC
Permit Fee: q0.?, ~
e-Plan Review Feez,l-lPlkci
UseTas: C)p,
TOt31
Description: 3proJ.e- c`f' O fC,{cl-en rP.""dt-l
0 oP -iloP ovIe'r 9AW-,~
~ G4r,.e~o. o-eRd~t~o1 C~/ar~w,.ta c^~rL ~ I'~'q-0 I- dS). `
BUILDING DEPARTMENT USE ONLY ~L
~
ZONING COMMENTS:
Approval:1~v11.,
Zoning:~~
A<<,~l~~Q
BUILOINO COMMENTS:
Approval: 2 7/Cy
PUBLIC WORKS COMMENTS: v
Approval: F'
~ Cr ~
Occupancy: Walls: Roof: Stories: Residenhal Units:
Electrical License No: Plumbing License No: Mechanical License No: ell
Company:fr'C/--/C Company:%iG/~-A^=,ic4'-.J
~p Company: /171~79 ~
Expiration Date: Expiration Date: Expiration Date:
Approval: Approval: Approval:
(1) Tlils pecmi[ was issued ia accorda¢ce widt the provisious set Forth in your application md is subject to the laws of the $Gle of Colorado md to the Zoving
Regulatlons md Building Codes of Wheat Ridge, Cobrado or any other applicable ordinances of the City.
(2) 11ils pennit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspeuded or
abavdoned for a period of 120 days.
(3) If tlus pemit exp'ses, a new pelmi[ may he acquired for a fee of one-half the amount nortnalty requued, Provided no chznges have been or will be made in
Hie original plans and specifica4oas md avy suspeusion or abandovmen[has not tameeded one (1) yeaz. If changes have been or ifsuspension or a6andovment
exceeds one (1) year, full fees shall be paid for a new petmil.
(4) No work oE any manner shall be do¢e thzt vrill change Ne uatural tlaw of water causiug a drainage ploblem.
(5) ContractacshallmtifycheBuildinglnspeclortwevTy-fow(24)howsiuadvaviceforallinspecRousandsM1allrettivewrittenappmvaloninspe<lioncardbcFore
proceeding with successive phazes of the job.
(6) The issnavice of a permit or the approval of drawings md specificafiove shall uot be conswed ro be a pelmit for, nor an appxoval of, any violation of ihe
provisions of die building codes or avy other ordinwce, law, mle or regulafiou.
Chief Building Insp ctor
7500 West 29th Avenue
V✓heat Ridge, Colorado 80215
Telephone 303/ 235-2846
FAX 303/235-2857
May 3, 2001
Paul Mintken
3071 Union St.
Wheat Ridge, CO 80033
Dear NIr. Mintken:
RE: Case No. WA-Ol-OS
Ridge
Please be advised that at its meeting on Apri126, 2001, the Boazd of Adjustment APPROVED your
request for approval of a 12 foot side yazd setback variance from the 30 foot side yazd setback
requirement when abutting a public street in an R-1 zone for the purpose oF constructing a gazage
addition for property located at 3071 Union Street and zoned Residential-One (R-1).
Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the
Boazd's decision which became effective the date of the meeting, Apri126, 2001
Please feel free to contact me at (303) 235-2846 if you have any questions.
Sincerely,
C"6~
Kathy Field
Senior Secretary
Enclosures: Certificate of Resolution
Drafr of Minutes
The City oj
Wheat
cc: WA-OI-OS (case file)
C'UCathyMOA\CORRESP\wa0105approvai.wpd
CERTIFICATE OF RESOLUTION
Ann. Lazzeri, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following
Resolution was duly adop[ed in the City of Wheat Ridge, County of Jefferson, Sta[e of Colorado on [he 26th day of
April, 2001.
CASE NO: WA-OI-OS
APPLICANT'S NAME: Paul Mintken
LOCATION: 13451 West 44" Avenue
Upon a motion by Board Member ABBOTT and second by Board Member MONTOYA, the following resolution
was stated:
WHEREAS, the applicant was denied permission by an adminisaative officer, and
WHEREAS, Boazd of Adjustrnen[ Application Case No. WA-01-05 is an appeal [o this Board from the decision of
an administrative officer; and
WHEREAS, the property has been posted the fifteen days required by law, and in recognition that there were no
protesu registered against it; and
WHEREAS, the relief applied for may be granted without detriment to the public welfare and without substantially
impairing the intent and purpose of the regulations goveming the City of Wheat Ridge.
NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. WA-01-05 be, and
hereby is APPROVED. TYPE OF VARIANCE: A twelve-foot side yard setback variance from the 30-foot side yazd setback requiremen[
when abutting a public street in an R-1 zone for the purpose of constructing a garage addition.
FOR THE FOLLOWING REASONS:
L Since the lot is a corner lot, the encroachment would not impair adequa[e light and air to adjacent
properties. It should have no negative effect on public safety. The proposed encroachment will not impact
the required sight distance triangle at the comer of West 31" Place and Union Street.
2. The construction of the garage addition and relocation of the driveway is sought to correct a potentialty
unsafe condition which could be beneficial to [he neighborhood. The surrounding neighbors have
expressed their support in writing for relocating the driveway and garage.
3. 7'he view fiom the dwelling across Union to the east would be garage to garage.
4. The neighbor at 3101 Union testified to her agreement as to the safety issue and the desirability of
removing the existing driveway.
5. The ptight of the owner is due to somewhat unique circumstances in the considerable sloped conditions of
the property. 6. It would not negatively alter the essential character of [he surrounding neighborhood.
7. It could result in a benefit to the neighborhood by corzecting [he potentially unsafe driveway condi[ions
Board of Adjustment
Resolution WA-01-05
Page two (2)
WITH THE FOLLOWING CONDITIONS:
The concrete driveway onto West 31" Place shall be removed within 90 days of obtaining a cer[ifica[e of
occupancy for the new garage additioa
2. Architectural compatibility in design and material is required.
3. Safe sidewalk access will be created from the front door to the new drivewav.
VOTE: YES: ABBOTT, BROWN, DRDA, ECHELMEYER, MONTOYA, HOVLAND,
HOWARD
ABSENT: YOUNG
DISPOSITION: A request for a 12-foot side yard setback variance from the 30.foot side yard setback requirement
when abutting a public street in an R-1 zone for the purpose of constructing a garage addition was APPROVED.
ADOPTED and made effective this 26th day of APRIL. 2001.
BOB HOWARD, Chairman Ann Lazzeri, Secre[ary ~
Boazd of Adjustment Board of Adjustment
DRAFT
Whereas, the property has been posted the fifreen days required by law; and in
recognition that there were no protests registered against it; and
Whereas, the relief applied for may not be granted without substantially impairing the
intent and purpose of the regulations goveming the City of Wheat Ridoe.
Now, therefore, be it resolved that Board of Adjustment Application Case No. WA-0 1-04
be, and hereby is, denied.
Type of Variance: A 22-foot front yard setback variance from the required 30-foot
front yard setback requirement resulting in a proposed 8-foot front yard setback
and a 1-foot side yard setback variance from the required 15-foot combined side
yard setback resulting in a proposed 14-foot combined side yard setback for the
purpose of constructing a detached garage.
For the following reasons:
1. The home is currently in possession of an attached single car garage on the
west side.
2. Approval of this request could potentially alter the essential character of the
neighborhood. As evidence, there is one known front yard setback
encroachment in this neighborhood, a variance of 18 feet into the front yard
setback was approved by the Board of Adjustment in 1997 for the property
at 6150 West 42nd Avenue. That property, as such, was subject to a 30-foot
setback on rivo sides and had no garage. The visual impact as a result of an
18-foot variance is considerable causing significant impact upon the
neighborhood view plane.
3. The placement of a permanent structure within 8 feet of the property line for
an interior lot in a single family residential neighborhood could potentially
have an impact on adjacent property values.
4. Construction of a detached garage would not produce significant benefit or
contribution to the neighborhood or community.
5. Approval of this request would not result in a reasonable accommodation of
a handicapped person.
6. The plight of the owner is not due to significantly unique circumstances.
7. Alternatives to the mitigation of traffic hazards created by the curve in West
42nd Avenue may be possible.
The motion to deny passed by a vote of 7-0.
Chair HOWARD advised the applicant that the request for a vaziance had been denied.
D. Case No. WA-Ol-OS: An application filed by Paul Mintken for approval of a 12-
foot side yazd setback vaziance from the 30-foot side yard setback requirement
Board of Adjus[ment Page 7
04/26/O l
when abutting a public street, resulting in a proposed 18-foot side yazd setback,
for the purpose of constructing a garage addition for property located at 3071
Union Street and zoned Residential-One.
The case was presented by Mary Austin. She reviewed the staff report, presented slides
and overheads of the subject property, and reviewed variance request evaluation criteria.
All pertinent documents were entered into the record and accepted by Chair HOWARD.
She advised the Board that there was jurisdiction to hear the case. Staff recommended
approval for reasons outlined in the staff report.
In response to a question from Board Member DRDA, Ms. Austin e;cplained that her
visual inspection of the site revealed an extremely steep driveway on the north side. The
neighbor across the street from the applicant's driveway expressed concern about vehicles
running into her home from the driveway.
Paul Mintken
3071 Union Street
Mr. Mintken was swom in by Chair HOWARD. He stated that several options have been
discussed with designers. The steep driveway facing north is extremely hazardous during
the winter and they would like to improve this situation. He contacted all of the
neighbors and gave them opporiunity to review the blueprints. The neighbors are highly
in favor of the application.
Board Member ABBOTT inquired about the adjacent neighbor who lives within
Lakewood city limits. Mr. Mintken replied that he has contacted this neighbor, also, and
he is also in favor of the application.
Chair HOWARD inquired about plans for the front yazd if the application is approved.
Mr. Mintken replied that, once the present driveway is removed, he would build a
sidewalk down the side of the house to the proposed garage and build steps down to West
31" Place.
Mr. Mintken indicated that he would have no problem with a condition which would
require removal of the preser.t driveway within 90 days oF receivine a certificate uf
occupancy for the new gazage.
Stacie Mintken
3071 Union Street
Mrs. Mintken was sworn in by Chair HOWARD. In response to an eazlier question by
Boazd Member ABBOTT concerning the neighbor's view if the variance is granted, she
explained that the gazage would face the neighbor's garage.
Board of Adjustment page g
04/26/01
Trudy Kay Moreau
3101 Union Street
Ms. Moreau was swom in by Chair HO WARD. She lives directly across from the
applicant and expressed her support of the application which would alleviate her concem
about the possibility of cars rolling down the present driveway into her home. She also
expressed her delight about the change in lanclscaping that would improve the view from
her living room.
Upon a motion by Board Member ABBOTT and second by Board Member
MONTOYA, the following resolution was stated:
Whereas, the applicant was denied permission by an administrative officer; and
Whereas, Board of Adjustrnent Application Case No. WA-OI-OS is an apoeal to this
Boazd from the decision of an administrative officer; and
Whereas, the property has been posted the fifteen days required by law; and in
recognition that there were no protests registered against it; and
Whereas, the relief applied for may be granted without detriment to the public welfaze
and without substantially impairing the intent and purpose of the regulations goveming
the City of Wheat Ridge.
Now, therefore, be it resolved that Case No. WA-OI-OS be, and hereby is, approved.
Type of variance: Twelve-foot side yazd setback variance from the 30-foot side yazd
setback requirement when abutting a public street in an R-1 zone for the purpose of
constructing a garage addition.
For the foilowing reasons:
1. Since the lot is a corner lot, the encroachment would not impair adequate light and
air to adjacentproperties. It should have no negative affect on public safety. The
proposed encroachmer.t will not impact the required sight distance triangle at the
corner of West 3111 Place and Union Street.
2. The construction of the gazage addition and relocation of the driveway is sought
to conect a potentially unsafe condition which could be beneficial to the
neighborhood. The sunounding neighbors have expressed their support in writing
for relocating the driveway and garage.
3. The view from the dwelling across Union to the east would be gazage to garage.
4. The neighbor at 3101 Union testified to her agreement as to the safety issue and
the desirability of removing the existing driveway.
5. The plight of the owner is due to somewhat unique circumstances in the
considerable sloped condition of the property.
Board of Adjus[ment Page 9
04/26/O 1
6. It would not negatively alter the essential character of the surrounding
neighborhood.
7. It could result in a benefit to the neighborhood by correcting the potentially unsafe
driveway conditions.
With the following conditions:
1. The concrete driveway onto West 31'` Place shall be removed within 90 days of
obtaining a certificate of occupancy for the new gazage addition.
2. Architectural compatibility in design and material is required.
3. Safe sidewalk access will be created from the front door to the new driveway.
l.._-- The motion passed by a vote of 7-0.
CLOSE THE PUBLIC HEARING
Chair HOWARD declared the public hearing closed.
6. OLD BUSINESS
There was no old business to come before the Boazd.
NEW BUSINESS
A. Apuroval of Minutes - It was moved by Board Member HOVLAND and
seconded by Board Member ABBOTT to approve the minutes of October
26, 2000. The motion carried unanimousiy.
B. Election of Officers - Michelle Brown was elected as Chair and 7erry Montoya
was elected as Vice Chair.
C. Bvlaws - There was consensus of the Board to have the Ciry Attomey review the
Boazd of Adjustment Bylaws, particularly as they relate to procedures to be
followed when an applicant fails to appeaz.
8. ADJOURNMENT
It was moved by Board Member MONTOYA and seconded by Board Member
HOVLAND to adjourn the meeting at 10:17 p.m. The motion passed unanimously.
BOB HOWARD, Chairman
Boazd of Adjustment
Board of Adjushnent
04/26/01
Ann Lazzeri, Secretary
Boazd of Adjustment
Page 10
SOIL ANALYTICS AND FOUNDATION
ENGINEERING, INC.
MICHAEL A. LAIRD, P.E., PRESIDENT
CONSULTANTS IN CIVIL ENCaINEERING
10450 WEST VIFiGINIA AVENUE
LAKEWOOD, COLORADO 80216-4648
30&9B&9Y19
Paul & Stacie Mintken
3071 Union Street
Lakewood, Colorado 80215
JOB #3978
May 22, 2001
Telephone: (H) 303-233-6065
( W ) 303-492-6280
Subject: Subsurface exploration for a proposed garage addition to the existing
residence located at 3071 Union Street, Jefferson County, Colorado.
(Legal: Lot #5, Block #3, Mountain Shadows Subdivision, Filing
#2.)
Dear Mr. & Mrs. Mintken:
As requested, we conducted a subsurface exploration to develop
recommendations for foundation design at the subject site on May 14, 2001.
The subsurface exploration was performed by drilling one test boring to a
depth of 25'-0" very near the planned construction area. The location of the
test boring and the log of subsurface materials are enclosed. The discussion
and recommendations presented below are based on the results of data
gathered during the exploration, observation of general field conditions, and
previous experience in the area with similar materials.
PROPOSED CONSTRUCTION
As we understand, a new garage (22' X 24') will be constructed to adjoin the
east side of the existing attached garage. In order to lessen the grade of the
driveway, we understand that the floor of the new garage will be constructed
about 3.5 feet below the elevation of the existing garage. The new driveway
will connect to Union Street, not 31st Place. Foundation loadings for the
proposed addition should be relatively light.
SITE AND SUBSOIL CONDITIONS
The site of the proposed construction is a variably sloping developed property
in a mature residential area.
The location of the addition and the location of our test boring are shown on
Figure 1. The ground surface in the proposed construction area slopes to the
east at about 10 to 20 percent and the ground cover consists of decorative rock.
Mr. Mintken -2- May 22, 2001
Soil Analytics Job #3978
Because of the steep slope and other obstacles including trees, it was
impractical to drill more than one exploratory boring. Since the ground
elevation in the proposed construction area varies by several feet, the depth
to bedrock may vary a few feet over the site from the depth at which our
boring encountered bedrock.
Subsurface conditions at the location of the test boring are variable with depth
below groundlevel. Foundation Boring #1, which was drilled at the location
shown on Figure #1, encountered medium to stiff and moist sand-clays from
groundlevel to a depth of 4'-0"; hard and moist to medium moist sandy
claystone bedrock materials from 4'-0" to 15'-0"(±); and hard to very hard and
medium moist claystone bedrock materials from 15'-0"(±) to at least 25-0",
the maximum depth explored. Free groundwater formed in the boring at a
depth of 22'-0" while we were at the site performing the exploration. One
source of this water is believed to be a water bearing seam which was
encountered at a depth of about 7-6". We expect the water level in the hole
will conrinue to rise to a depth of 7-6", or less, over time.
TEST RESULTS AND GEOTECHNICAL CON IDERATION
The subsoils at the site were carefully inspected as the cuttings were recovered
from the test boring, and the resistance of the materials to the advancement
of the drilling augers was noted. In addition, Field Penetration Tests were
performed at selected depths to assist in evaluating the allowable bearing
value of the soils and to provide undisturbed samples for precise
examination and for testing in a one-dimensional consolidation unit. Test
results are attached.
Based on the results of the exploration combined with previous experience
with similar subsoil conditions, the most pertinent foundation engineering
characteristics and considerations at the site are as follows:
1. Portions of the area of the addition contain about 4'-0" of sand-
clay soil, some of which may be compressible landscape fill. The
lower portion of this layer may be a natural deposit with a low
swell rating. Because of the potenrial variability of this layer, we
believe that it is not a reliable bearing layer for the proposed
garage.
2. Sandy claystone bedrock with a relatively high bearing capacity
was encountered in the boring at a depth of 4.0 feet below the
existing ground surface. The underlying bedrock has a moderate
Mr. Mintken -3- May 22, 2001
Soil Analyfics Job #3978
swell rating. The underlying bedrock is suitable for properly
designed and constructed deep drilled pier foundations.
3. While a grade beam and drilled pier system can be used to
protect the foundation trom both compressible upper soils and
expansive bedrock materials at the site, it will not protect
concrete slabs and flatwork from cracking and moving if they are
constructed as slabs-on-grade bearing on or above unstable
materials. All floors in which movement cannot be tolerated
should be structurally supported on the foundation system over
an air space.
RECQMMENDATIONS FOR A GRADE BEAM AND
DRILLED PIER FOUNDATION SYSTEM
In view of the geotechnical considerations given above and in order to
provide a reliable foundation system for the proposed addition, we
recommend that the addition be founded on an adequately designed system
of grade beams and drilled piers. The piers should be designed for a
maximum end pressure of 15,000 psf, for a side shear of 1,500 psf for the
minimum specified penetration of the piers in competent bedrock, and for a
minimum dead load pressure of 15,000 psf based on the cross-sectional area of
the piers. The piers should be at least 18 feet in length or longer as needed. In
addition, all piers should penetrate a minimum distance of 15 feet into the
underlying competent bedrock. Some of the piers may need to be drilled
longer than 15 feet in order to provide the required bedrock penetration or
resistance to upiift. In the event that the designer has difficulty obtaining the
minimum dead load pressure, he can specify that the piers be drilled beyond
the minimum bedrock penetration given above and assume that 50 percent
of the additional skin friction provided acts in the direction to resist uplift.
We recommend that the drilling contractor have a rig with a hole depth
capability of at least 23 feet.
The presence of water bearing seams in the bedrock and the formation of
water in the foundation test boring indicates that casing may be needed to
prevent water infiltration into or caving of the pier holes. If the contractor
desires to avoid the use of casing in holes which are found to contain less
than 3 inches of water at the time of caisson drilling, it may be feasible to do
so if the conerete and reinforcement are placed immediately after the drilling
of each hole and if the bottom of each hole is carefully observed to make sure
that no disturbed materials are present, no caving has occurred, and the
concrete is not diluted as it is placed by the presence of the water in the
Mr. Mintken -4- May 22, 2001
Soil Analyrics Job l13978
properly cleaned and prepared holes. In view of the site conditions, it will be
necessary to place the concrete using a concrete pumper truck and a tremie
pipe. Each hole should be backfilled with concrete as soon as it is drilled to
prevent degradation from the inward seeping water. The concrete should be
delivered to the bottom of each hole with the tremie pipe so that the collected
water is displaced upward on top of the heavier concrete and completely
removed from the hole to avoid diluting and weakening the concrete.
Drilled pier foundations are very common in the Denver area and are
generally the safest foundation system for lightly loaded structures in
potentially heaving or compressible soils. This support system functions by
having the lower portions of the piers anchored in a zone of relative stability
and by loading the support points sufficiently to help resist uplift
movements.
The following design and construction details should be followed for the
foundation:
1. All piers should have a diameter of 10 to 12 inches and should
be reinforced longitudinally with one 5/8-inch rod for each 12
inches of pier perimeter (a minimum of three 5/8-inch Grade 60
rods per pier) to prevent breakage of the piers due to uplift on
their sides by swelling materials. The upper portions of the piers
should be kept smooth. Care should be taken to avoid
mushrooms, or enlargements, of the piers at the tops.
2. A 4-inch minimum "air space" should be provided between the
portions of the grade beams that span the piers. Care must be
taken to maintain the integrity of the void forming material and
to prevent it from being damaged by exposure to water and other
harmful substances. Care must also be taken to prevent the void
forming material from being crushed during backfilling
operations.
LATERAL EARTH PRESSURE CONSIDERATIONS
We do not recommend that expansive materials or heavy cloddy clays be
used as backfill for foundation walls if it will result in unbalanced lateral
pressures. Good materials for structural backfill include recycled concrete and
granite sand. We also recommend tfiat walls retaining the non expansive
backfill be designed for an equivalent fluid unit weight of at least 50 pcf. The
backfill should be moderately compacted to the extent dtat it does not settle
Mr. Mintken -5- May 22, 2001
Soil Analytics Job #3978
after construction, and a target density of about 90 per cent of standard Proctor
maximum density at optimum moisture content is recommended.
FOUNDATION REINFORCING
All foundation grade beams must be well reinforced in accordance with the
structural requirements. Refer to the foundation design prepared by the
structural engineer.
FLOOR CONSTRUCTION
Subsurface conditions are not favorable for slab-on-grade floor construction.
The presence of expansive materials can result in post construction slab
heave and cracking. To prevent floor heave, use a structurally supported
floor which is constructed over an air space. To lessen the severity of slab
heave, but not entirely eliminate the threat, remove at least 3 feet of the
subgrade materials from below slab grade and replace these materials with an
equal thickness of structural fill (such as recycled concrete) which is
compacted in S inch thick lifts to at least 95 percent of standard Proctor
maximum densiry.
If the owner wishes to use a slab-on-grade floor and assume the risk of
movement and cracking of the floor, the following details and precautions
must be followed. While these details will not necessarily prevent slab
movements, they will help prevent the slab movements that do occur from
affecting either the foundations or the superstructure of the building.
1. Separate the slabs from all bearing members and utility lines to
allow their independent movement--construct "floating" slabs.
Provide positive control joints at the junction of the slabs with
foundation walls, and provide frictionless sleeves for all
coluinns and utility lines which pass through slabs.
2. Joints should be scored in the slabs at maximum 200-square foot
areas.
3. Provide flexible connections for all slab bearing mechanical
equipment to allow for at least 3 inches of vertical movement.
4. Construct a minimum 3-inch slip joint above or below all
partitions located immediately above concrete slabs-on-grade.
Mr. Mintken -6- May 22, 2001
Soil Analytics Job q3978
5. If any materials are placed as fill beneath floor slab areas, they
should be non expansive recycled concrete or equal structural fill
materials which are properly compacted.
6. Do not use rigid floor coverings which will easily reflect even
minor slab movement. Rather, any floor coverings which
might be installed should be flexible and such that they are not
damaged by movement of the floor slab.
In addition, good backfill and surface drainage should be provided, and lawn
irrigation minimized, as discussed later in this report.
BACKFILL AND SURFACE DRAINA E
Water is the catalyst which causes expansive materials to swell. Therefore,
the foundation soils should be protected from being excessively wetted after
construction. This can generally be assisted by using a low permeability
backfill and by.compacting the backfill sufficiently so that it does not settle
following construction. The backfill should be free of debris and should be
moistened and compacted taking into account the considerations described in
the previous section on lateral earth pressures. Sufficient water can be
blended with the backfill in the stockpile but away from foundation locations
to permit proper compaction; however, the backfill must not be puddled since
the trapped moisture may result in long term heave of underlying expansive
materials.
If any settlement should occur in the backfill, it could adversely affect utility
lines which transmit fluids and pass through the grade beam foundation
walls. It is not uncommon for such piping to shear at the foundation walls
due to movements in the backfill. It is recommended that the pipes pass
through slotted openings in the foundation walls or that flexible connections
be used to compensate for shifting of the foundation wall backfill. It is also
recommended that all water lines be carefully pressure tested prior to final
acceptance and that any leaks detected be repaired.
The final grade should be sloped well away from the addition on all sides. A
minimum slope of 12 inches in the first 10 feet is recommended. All
downspouts should discharge into extensions which slope away from the
foundation walls and extend beyond the limits of al] backfill. The points of
discharge should be at least 5 feet from the foundation walls and good
drainage should be maintained at and beyond these points.
Mr. Mintken -7- May 22, 2001
Soil Analytlcs Job A3978
SUBSURFACE UNDERDRAIN
The results of the exploration indicate that an underdrain system should be
installed for any floors constructed below final exterior grades. It appears that
portions of the floor will be below exterior grade and will require a perimeter
drain which can be daylighted onto the lower sloping ground to the east.
LIMITATIONS
The above recommendations are based on the exact locarion where the test
hole was drilled, the proposed construction, and the assumption that the
subsurface conditions do not vary greatly from those encountered in the test
boring. The exploration was conducted and this report has been prepared in
accordance with commonly accepted geotechnical engineering practice in the
Denver azea, and no other warranty, expressed or implied, is made.
This report has presented basic foundation design recommendations.
If you should have any questions, or if I can be of further service, please do
not hesitate to give me a call for clarification.
Sincerely yours,
Michael A. Lair
~
Consulting En nee~~
5-22-OI
MAL/vjs
enc
LOG OF SUBSURFACE CONDITIONS
(See Figure 1 for Test Hole Location)
DEPTH DESCRIPTION
FOUNDATION TEST BORIN #I
0'-0" - 4'-0" SAND CLAY (SGCL) medium to stiff, mixture of clayey
sand and sandy clay, top foot or more may be landscaping
fill, lower part represents severely decomposed bedrock,
tan-yellow-brown, moist.
4'-0" -15'-0"(±) * SANDY CLAYSTONE BEDROCK hard, weathered,
contains interstratified seams of sandstone, contains a
cemented zone from about 7-6" to 8'-0", yellow-tan-
brown, moist to medium moist.
15'-0"(±) - 25'-0" CLAYSTONE BEDROCK, hard to very hard, moderate to
high plasticity, gray-yellow-brown, medium moist.
"NOTE: A water bearing seam was noted at about 7-6". At the time we left
the site, water was slowly entering the hole and had formed at
22'-0". We expect the level will slowly rise with time.
1. The exploratory test boring was drilled on May 14, 2001.
2. The location of the test boring is shown on Figure 1. It is not warranted
that the subsurface conditions given above are representative of
conditions at other locations and other times. In the event that conditions
different from those described herein are encountered during
construction, the soil engineer must be notified immediately.
3. Free groundwater formed in the boring according to the note above while
we were at the site performing the exploration.
TEST RESULTS
1. Field Penetrarion Test at 3'-0" in Boring #1: 14 blows/foot.
2. Field Penetration Test at 5'-6" in Boring #1: 25 blows/6 inches.
3. Field Penetration Test at 9'-0" in Boring #1: 29 blows/6 inches.
4. Field Penetration Test at 14'-0" in Boring #1: 32 blows/6 inches.
N
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EXiSTWG
TW0.SiORY
BRICK HOUSE
UNION
STREET
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3071 UNION STREET, JEFFERSON COUNTY, COLORADO
LEGAL: LOT #5, BLOCK #3, MOUNTAIN SHADOWS SUBDNISION, FILING 7!2
TEST HOLE LQCATION PLAN
1" = 40'-0"
315TPLACE
FIGURE i
SOIL ANALYTICS AND FOUNDATION ENGINEERING, INC.
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Void Form Material
Between Piecs
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to davligktt outlet or sump. Provide 3 mutimum
cleazance all azound pipe.
FOUNDATION UNDERDRAIN SYSTEM
FIGURE 4
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L A N D S U R V E Y 1 N G
5460 WARD ROAD • SUITE 160
ARVADA,COLORADO 80002
(303) 420-4788
IMPROVEMENT LOCATION CERTIFICATE
Attn: PAUL
DATE O3LI3/2OWEE--fl.HVIOB# 0L-%2
MORTGAGE CO. JEFFFRSON GO _ RI m- DEPT.
ADDRE55. 3071 WiO'I 91•
BORROWERS NAME MiMKEN
LEGAL DESCRIPTION
IPER CLIENTI
I-LOT 5, BLOCK 31 MO[I17TAIN
St1ADOMS SIBDMSION, FILING
Np, 2, CqNTY UF JEFFER90N,
STATE OF COLORADO
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On the basis of my knowledge, infortnation and belief, I
or Improvement SuNey P13Y,-~hii ZFTat1t 1S-ffdt'tdC
improvement lines. I further certify that the impn
connections, are entirely within the boundaries of t~
described premises by improvements on any adjoinin
sign of any easement crossing or burdening any part c
"NOTICE: According ro Colorado law you mwt commer
first dlscover such defect. In no event, mey any acNOn based
the certlficatlon shown hereon."
T
ere ertHy that Mis -~rovement Iocation certificate w
,that tt is not a
glied upon for e establlahment of fence, building a
,ements on th above described parcel on this e,
parcel, excep as shown, that there are no encr chm
xemises, exc pt as indicated, and that Mere is appare
said parcel, e cept as no\\e~p~U11~111~11(11;bp~~~
~.any legel e' besed~~4fl~61''F 4~^'eY wlthin tMe~
~a wnv riefect 1 Is su 4t~m then ten yeers
27268
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utility
n the
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or
S(- A L~E- 3fr,
7500 West 29th Avenue
Wheat Ridge, Colorado 80215
Telephone 303/ 235-2846
FAX 303/235-2857
May 3, 2001
Paul Mintken
3071 Union St.
Wheat Ridge, CO 80033
Dear Mr. Mintken:
RE: Case No. WA-Ol-OS
Ridge
Please be advised that at its meeting on Apri126, 2001, the Boazd of Adjustment APPROVED your
request for approval of a 12 foot side yard setback vaziance from the 30 foot side yazd setback
requirement when abutting a public street in an R-1 zone for the purpose of constructing a garage
addition for property located at 3071 Union Street and zoned Residential-One (R-1).
Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the
Boazd's decision which became effective the date of the meeting, April 26, 2001 .
Please feel free to contact me at (303) 235-2846 if you have any questions.
Sincerely,
~G .
Kathy Field
Senior Secretary
Enclosures: Certificate of Resolution
Draft of Minutes
cc: WA-OI-OS (case file)
The City of
Wheat
CAKathy\130A\CORRESP40 105approval.wpd
CERTIFICATE OF RESOLUTION
I, Ann Lazzeri, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following
Resolution was duly adopted in the City of Wheat Ridge, Counry of Jefferson, State of Colorado on the 26th day of
April, 2001.
CASE NO: WA-Ol-OS
APPLICANT'S NAME: Paul Mintken
LOCATION: 13451 West 44" Avenue
Upon a motion by Board Member ABBOTT and second by Boazd Member MONTOYA, the following resolution
was stated:
WHEREAS, the applicant was denied permission by an administrative officer; and
WHEREAS, Board of Adjustment Application Case No. WA-OI-OS is an appeal to this Boazd from the decision of
an administrative officer; and
WHEREAS, the proper[y has been posted the fifreen days required by law, and in recognition that there were no
protests registered against it; and
WHEREAS, the relief applied for may be granted without detriment to the public welfaze and without substantially
unpa'uing the intent and purpose of the regulations goveming the Ciry of Wheat Ridge.
NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. WA-OI-OS be, and
hereby is APPROVED.
TYPE OF VARIANCE: A twelve-foot side yazd setback variance from the 30-foot side yazd setback requ'uement
when abutting.a public sheet in an R-1 zone for the purpose of constructing a garage addition.
FOR THE FOLLOWING REASONS:
1. Since the lot is a comer lot, the encroachment would not impair adequate light and air to adjacent
properties. It should have no negative effect on public safery. The proposed encroachment will not impact
the required sight distance triangle at the comer of West 31" Place and Union Street.
2. The construction of the garage addition and relocation of the driveway is sought to correct a potentially
unsafe condition which could be beneficial to the neighborhood. The sunounding neighbors have
expressed their support in writing for relocating the driveway and garage.
3. The view from the dwelling across Union to ihe east would be gazage to gazage.
4. The neighbor at 3101 Union testified to her agreement as to the safery issue and the des'vability of
removing the existing driveway.
5. The plight of the owner is due to somewhat unique cirwmstances in the considerable sloped conditions of
the property.
6. It would not negativety alter the essentia] character of the surrounding neighborhood.
7. It could result in a benefit to the neighborhood by correcting the potentially unsafe driveway conditions.
/
,
j Board of Adjustment
Resolution WA-OI-OS
Page two (2)
WITH THE FOLLOWING CONDITIONS:
1. The concrete driveway onto West 31" Place shall be removed within 90 days of obtaining a certificate of
occupancy for the new garage addition.
2. Architectural compatibiliTy in design and material is required.
3. Safe sidewalk access will be created from the front dooc to the new driveway.
VOTE: YES: ABBOTT, BROWN, DRDA, ECHELMEYER, MONTOYA, HOVLAND,
HO WARD
ABSENT: YOUNG
DISPOSITION: A request for a 12-foot side yard setback vaziance from the 30-foot side yazd setback requ'vement
when abutting a public street in an R-] zone for the purpose of constructing a garage addition was APPROVED.
ADOPTED and made effective this 26th day of APRIL, 2001.
BOB HOWARD, Chairman Ann Lazzeri, Secretary
~
Boazd of Adjustment Boazd of Adjustment
DEPARTMENT OF COMMUNITY DEVELOPMENT
7500 WEST 29tn nvENUE BUILDING INSPECTION DIVISION PERMIT N0. M92~117816
237-6944 ExT. 255 P.O. eOx 636 CITY OF WHEAT RIDGE, C0L0.
THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR ANC FECEIPTED BELOW.
APPIATION FOR MISCELI.ANEOUS PERM T
JOBADDRESS n~ ~U7~ ~~`O`~ OWNER ~ a'" jV
CONTRACTOR L~e;~'^~~`OVew~ ~a S-c, qDDRESS 541g-& W k- '~~y " G
ADDRESS P ~X~~~ 13 ~ PHONE 60 - g~~D 2 ZIP CODE 9~3J
CITY kVO ~C` ZIP CODE CONTRACT PRICF $
PHONE 3VD `yc,p !!_2 LICENSE NO. DATE 2-
I. TYPE GrounE ❑
Woll❑
ProiealinQ❑
O}hsl
S or D Faa
2. MATERIAL
Totol Squen Fsd
SIGNS
3. ILLUMINATION Yu❑ No❑
TyDS
Eleet. Pormit No.
4. SET BACK FROM PROPERTV LINE N
(Specify which is fron})
_
❑
S_ E
❑
_ W
❑ ❑
Zone_
AODrwed,Zone Inspeetor
DitopDrovad
1. TYPE Solidr7 Mon Tl+an 80% OOan❑
Less Than 80% Open
MATERIAL
Heipht
FENCES
3. SET BACK FROM PROPER7Y LINE N
(Specify which is front)
_
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OTHER
3.
DRAW SKETCH OR SHOW BEIOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTV LINES.
(SETBACKS OR PROJECiqNS INCLUDED)
SPECIFY NORTH
STREET NAME
SHOW DISTANCES FROM THE M41N BUILDING TQADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGIAAR lATS, SMOW LEAST
DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANt;E.
APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT
THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLV UPON VALIDATION BY THE BUILDING INSPECTION DIVISION.
PERMIT WILL EXPIRE 180 OAYS FROM THE DATE OF ISSUANCE IF WOfiK IS NOT STARTED WITHIN THAT TIME.
~
ELECTRICAL PERMIT
STATE LICENSE N0.
PLUMBING PERMIT
STATE LICENSE N0.
MECHANICAL PERMIT
ALUI.IINUMWIREUNDERSIZE8ILLEGAL
FLOOR
BSM
IST
2ND
3RD
4TH
N0.
FIIEL+CirtlsOrnGo{qlPropone Elet$dor
NO.
WATER CIASET
FORCED AIR - BTU
TEMPORARY METER
WASH BOWL
HOT WATER - BTU
NEW SERVICE - AMPS
BATH TUB
STEAM - BTU
CHANGE SERVICE-AMPS
SHOWER
AIR CONDITIONING-BTU
LIGHTING
SINN
OTHER
HEATING
GARBAGE DISP
REFRIGERATION SVSTEM
POWER SU6-CIFCUI?S
WATER HEATER
Retri eraM Group
UTILITY(RANGE,DISPO5ER,ETC.)
AUTO. WASHER
Poundt CAar s
FIXTURES
DISH WASHER
AUTOMATIC SPRINKLER SYSTEM
WIRING MOTOFtS 9 CONTROLS
FI.OOH DRAIN
EIEVATOR
$IGNS
URINAL
TRANSFORMERS 9 RECTFIERS
SEWERS
ADDITION TO OLD WORK
OTHER
MOTORS OVER I HP
TOTAL FIXTURES
t hareby otknowledqe thot this apDlico-
tion is COrroct ond underatand Ihat I
connot s}arf tAie projett until thia appli-
cotion is apOroved. I shall comply with
iM laws oi the Sfate of Colorodo and fo
the Zoninq Repulntions and Buildinp
Code otthe City of Wheat RidQe. Any
violofion of the obove ferma will couse
immediate revocotion of fnis vermit
PERMIT FEE '7 g--,)
USE TAX S!(J
TOTAL FEE $ C~'/, c/O
p AP~
CHIEF BUILDtNG INSPECTOR,City of Wheat Ridqe
NOT VALID UNLE55 RECEIPTE'12 iE'f6~aI
C(t[t 'J/70
9
. ;
ome Issuee
CA11237-8944 EXT.255
24 HOURS IN ADVANCE
FORINSPEC?IONS