HomeMy WebLinkAbout3205 Yukon CourtTtle .it_oi,�� Ridge
Third t+,y List
propetty Address N "
Permit Number
Permit Issued, Date
p-ar inLorfnakon
� y Owner Information
property Owner Address
Inspection Mg
'tor yam
Inspector contact info
3 + end Acknowil
fs
rbacknowledge the root Ining i 6112 or over all r t 3
that are under 8112 must be inspected by the !tY & Wheat Ridge Buiding Dept.
I Nearby acknowledge the r00fing system, forthe referenced building lias bee#Haus
and found to be in comp€ nre, with the minimum rthe
of2012 1RC and:
well2012
A`� W Ridge polices and re d M��
Date:
ve and I give
*1 ,Parby acknowladge, that I am the owner of the building referenced c,
my sen ,� for the listed third -party lri n COMB tot fm r ��� � �~
�f 1he Gity.of Wheat tr.
?ropery
"ii, ri i,n document as well as the o rIfffing check list, must be submitted to the Chief,
Building offical within given days of the final inspection,
D person Sub via Erma
Permit counter 2nd floor : 00k(au :4.� rIez ldd °°9 -co_
7500 W. 29th Ave
Wheat Ridge 00 600/33
rft,,�d D, 712611
The City of Wheat Ridge
�on-Gheck List notes
MidRoofs,'
Roof Inspection
F-1 N/A
-Roof
F-1 Fail
N;A
F1 Pass
0 Fail
Structural roof components
❑ N/A
911—pa-s—s --,
[:] Fail
Verify that no more than 2 layers of shingles exist
0 NIA
ass
El Fail
Flashing for roof and walls
F] Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
iA
0 pass
EJ Fail
Verify sheahing nail pattern (.See policy & Proceedures:
❑ Pass
0 Fail
Crickets and saddles where needed
❑ N/A
a"Pass
F-1 Fail
Verify Bvent most have boot same guage as pip
F-1 N/A
D"Pa5s
E] Fail
Verify vent caps
❑ N/A
d4ass
E] Fail
Verify no flashings are damaged or rusted
❑ N/A
E] Fail
Step flashing shall be min. of 4x4 piece per shingle
IN /A
❑ Pa ' ss
❑ Fail
Verify scuppers allow for proper drainage
❑ N/A
ass
❑ Fail
Ice and water shield 2' in heated walls spaces
❑ N/A
la"Pass
EJ Fail
Under layments must follow 2012 IRC / 2012 IBC
F-1 N/A
011110a'ss
R Fail
Verify roof slope for proper drainage
F-1 N/A
[DAP"Iss
M Fail
Dripedge shall have min of 2" overlap
I i7 N/A
E] Fail
Dripedge should extend down min 2" past roof deck
pass
Le
❑ Fail
Dripedge shall be mechanicaly fastened 12" OC
N/A
r-1 Pass
LJ Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
F-1 Pass
7 Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
D mss
El Fail
Above roof insulation R-25
❑ NI/A
191�ass
❑ Fail
Below roof residential R-38
'/�Y
❑ Pass
E] Fail
Below roof commercial R-32
E"N/A
E] Pass
E] Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspectio
Metal Roof Shingles
Requirements
E] N/A
❑ Pass
0 Fail
Metal roof shingles shall not be installed on slope less
3:12
❑ N/A
F-1 Pass
E] Fail
Metal valley flashing shall be the same material as roof
F-1 N/A
Fj pass
❑ Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
El N/A
F-1 Pass
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4:12 and under require double underlayment
3S6"ttO,,u ` 1-
L --T- -
Company Name:
Inspector signature:
Date of Inspection:
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Notes
,33S -b ju "0 C -t
The City of Wheat Ridge
Inspection Check List notes
Final Roof
Roof Inspection
❑ N/A
F-1 Pass
E! Fail
❑ N/A
1-1 Pass
n Fail
Structural roof components
❑ N/A
n Pass
FJ Fail
Verify that no more than 2 layers of shingles exist
❑ N/A
n Pass
n Fail
Flashing for roof and walls
n Pass
❑ Fail
If new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
E] NIA
El Pass
❑ Fail
Verify sheahing nail pattern ( See policy & Proceedures:
❑ N/A
n Pass
17 Fail
Crickets and saddles where needed
❑ N/A
n Pass
El Fail
Verify B vent must have boot same guage as pip
❑ N/A
n pass
0 Fail
Verify vent caps
❑ N/A
n pass
E] Fail
Verify no flashings are damaged or rusted
❑ N/A
n Pass
El Fail
Step flashing shall be min. of 44 piece per shingle
E] N/A
F-1 pass
El Fail
Verify scuppers allow for proper drainage
F-1 N/A
n Pass
[:] Fail
Ice and water shield 2' in heated walls spaces
F] N/A
F -I Pass
F-1 Fail
Under layments must follow 2012 IRC 12012 IBC
F1 N/A
n pass
F] Fail
Verify roof slope for proper drainage
E] N/A
F-1 Pass
[7J Fail
Dripedge shall have min of 2" overlap
n N/A
n pass
n Fail
Dripedge should extend down min 2" past roof deck
n N/A
El pass
n Fail
Dripedge shall be mechanically fastened 12" OC
E] N/A
F! Pass
F'J Fail
90 LB roll roofing shall not be applied to roof slopes
less than 2:12 slope: Exception, detached garages,
patios, carports, open on three sides with min. slope of
1:12
❑ N/A
17 Pass
E] Fail
Modified Bitumen, EPDM, TPO min slope 1/4:12 slope
0 N/A
n Pass
[] Fail
Above roof insulation R-25
F1 N/A
F-1 Pass
E] Fail
Below roof residential R-38
n N/A
n Pass
[:] Fail
Below roof commercial R-32
E] N/A
n Pass
n Fail
Modified Bitumen, EPIDM, TPC} min slope 1/4:12 slope
must be installed in accordance with the manufacturers
specifications- Must have manufactures letter of
warranty with the address on the letter for final inspectio
Metal Roof Shingles
Requirements
❑ N/A
❑ Pass
❑ Fail
Metal roof shingles shall not be installed on slope less
3:12
❑ N/A
❑ Pass
F-1 Fail
Metal valley flashing shall be the same material as roof
F-1 N/A
El Pass
F'l Fail
Metal valley flashing shall extend a min of 8" from the
centerline with a min. of 3/4 " high splash diverter
rib built-in at the flow line with sections overlapping a
a min. of 4"
Tile Roofs Requirements
❑ N/A
n Pass
❑ Fail
Clay and concrete tile shall have a min. 2-1/2:12 slope
Slopes 4.12 and under require double underlayment
33,<z-2/-Plu
Company Name:
Inspector signature:
Date of Inspection:
The City of Wheat Ridge
lnspectiList notes
Final Roo�
Notes
N
I/I Ulz&
3
City of Wheat Ridge
Residential Roofing PERMIT - 201703211
PERMIT NO: 201703211 ISSUED: 07/03/2017
JOB ADDRESS: 3205 Yukon CT EXPIRES: 07/03/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with
21 sq.
*** CONTACTS ***
OWNER (303)995-0055 SPINKS ANDREW
SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext.
*** PARCEL INFO ***
ZONE CODE: R-1 / Residential SFR USE: R3 / Residential
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,800.00
FEES
Total Valuation 0.00
Use Tax 247.80
Permit Fee 236.00
** TOTAL ** 483.80
*** 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.
City of Wheat Ridge
Residential Roofing PERMIT - 201703211
PERMIT NO: 201703211 ISSUED: 07/03/2017
JOB ADDRESS: 3205 Yukon CT EXPIRES: 07/03/2018
JOB DESCRIPTION: Residential Re—roof to install Owens Corning Duration asphalt shingles with
21 sq.
11 by my signature, do hereby attest that the work to be performed shall comply with all accompanym approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am ttie 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 am legally authorized to include all entities named within this document as parties to the work to be
performed nd that all work to be perfonned is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature o , OWNER or CONTRACTOR (Circle one) Date
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 original permit 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 change of 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, any violation of any provision of any
applicable any ordinance or regulation of this jurisdiction. Approval 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.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
Dan Schultz X( 70 39
From:
no-reply@ci.wheatridge.co.us
Sent:
Wednesday, June 21, 2017 12:00 AM
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
7_�
the order they are received. 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. Permits are currently being
processed within 5 business days, subject to change based on volume.
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?
I
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number
3205 YUKON CT
ANDREW SPINKS
303-995-0055
Property Owner Email NMPOPE@MSN.COM
Address
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
NEW VISION ROOFING & EXTERIORS
160147
3039170628
Contractor Email Address newvisionroof@gmail.com
(permit pick-up
instructions will be sent
to this email)
Retype Contractor Email newvisionroof@gmail.com
Address
DESCRIPTION OF WORK
Are you re -decking the
roof?
Description of Roofing
Material
Select Type of Material
If "Other" is selected
above, describe here:
How many squares of the
material selected above?
Does any portion of the
property include a flat
roof?
If yes, how many squares
on the flat roof?
No (/
OWENS CORNING DURATION
Asphalt
Field not completed.
21
No
Field not completed.
i
TOTAL SQUARES of all 21
roofing material for this
project
Provide additional detail REROOF HOUSE AND ATTACHED GARAGE 8/12
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract11800.00 /
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 Robert Schneider
Email not displaying correctly? View it in your browser.
3
new vision X -1I
To: ANDREW SPINKS
3205 Yukon Ct.
Wheatridge, CO
303-995-0055
CLAIM # 2347329 F 108
This proposal valid for 15 days
600sf Install Ice & water shield on Eaves & Valleys for Ice and Snow damming protection.
Install Synthetic 30# Underlayment to appropriate codes.
Install Baked Enamel metal drip edge flashing to the perimeter of the roof.
R&R all cover flashings.
Install prefinished step -flashings to roof to side wall areas
6 R&R new low profile vents (painted to match)
21 R&R Owens Corning Duration Designer Color Dimensional Shingles.
1 R&R 24 gauge Corrugated Kynar finish metal roofing where specified.
Includes double carry tear off around to driveway.
210 R&R 5" K -style Seamless Guttering and 2"x3" downspouts.
1 R&R Large Vinyl window retrofit.
1 R&R Window screen Large
ons,
Full Quality Control inspections by production staff during job process
is
nate O/ 10/LV I /
Mailing Address: 7380 W. Calahan Ave.
Lakewood, CO 80232
(303)917-0628 Office
(303)988-0877 Fax
Rep
Your Roofing Project Includes: Removal of existing roofing, inspect for rotted sheeting, disposal of all debris, new underlayment's,
factory cut starter, closed valleys to code, Drip Edge (baked enamel finish) to the entire perimeter, "High wind" nailed shingles, new pipe jack
flashings, low profile vents (painted to match), all required licensing and insurance, and our robust "5 year Customer First Satisfaction
Guarantee" for a worry free project we can all be proud of. Any roof sheeting requiring replacement will be billed at $ 55 per sheet extra.
Down Payment 50%1$ 6,901.571 Subtota
Completion Day Payment 50% s 6,901.57 1 +permit fee Total
Acceptance of Proposal:
Bob Schneider
303-917-0628
11,188.00
612.00
1,215.90
732.24
55.00
$13,803.14
$13,803.14
Date:
Date
City of
Wheatjdge
COMMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857
DATE: February 6, 2017
TO: Accounting Department
FROM: Meredith Reckert, Senior Planner
SUBJECT: ESCROW REFUND/RELEASE
Request for Release
Reimbursement requested for funds for in the amount of $11,500.00 (Eleven thousand five hundred dollars
and no cents) being held for landscaping for property located in the Yukon Grove Subdivision generally
located at 32"d Avenue and Yukon Court.
Please note that the requested amount was provided in separate payments submitted at various times for a total of
$11,500 (see attached).
The landscape improvements have been completed to the City of Wheat Ridge's satisfaction.
MAKE PAYMENT TO:
SEND TO:
Yukon Grove, LLC
Yukon Grove, LLC
P.O. Box 102563
Denver, CO 80250
Meredith Reckert for Ken Johnstone
Director of Community Development
www.ci.w heatridge.com s
Meredith Reckert
From:
Jackie Kowal <Jackie@nicholascustomhomes.com>
Sent:
Thursday, January 5, 2017 2:17 PM
To:
Meredith Reckert; Tammy Odean
Subject:
Escrow refunds for Yukon Grove
Follow Up Flag:
Follow up
Flag Status:
Flagged
Hello Meredith,
Could you please process the refund of the escrow for the following addresses. I believe they are all complete.
3320 Yukon (1500)
•3350 Yukon (15 00)
-3360 Yukon (1500)
3330 Yukon (1500)
3340 Yukon (15 00)
3351 Yukon (1500)
3205 Yukon (1000)
3341 Yukon (1500)
Jackie Kowal
Accounting Manager
Nicholas Custom Homes Inc.
Mailing address:
PO Box 100068
Denver CO 80250
4201 E Yale Av, Unit B 13 5 Denver CO 80222
303-953-9525 ofc 303-828-8985 cell
iackie(anicholascustomhomes.com
invoicesnnichol ascustomhomes. com
1
A B C D E F G H
I Landscaping Escrow Log
AddressI
2
83 3869 Tabor Court
Developer
Stan Pac
Date
Received
2 52016
Amount
51000.40
Expiration
Date
0601-2016
Amt.
Released
Released
Date
Remarks
84 3860 Tabor Court
Stan Pac
02'12'2016
SL000.00
06'012016
85 10100 W. 38th Avenue
]4CG MominaStar
02192016
S 27.090.00
09'01'2016
S 27.090.00
08 03'2016
landscaping, arlan lot curb
86 3223 Jellison
Biran-Morrison02252016
51.500.00
06'012016
s1.500.00
10132016
front vardlandsc in
S7 5750,5760, 5780, 5790 W. 39 Incamation
02'25 2016
511,343.40
0601 '2016
512:833.00
1221-2016
landscaping around units
88 3869 Taft
Stan Pac
03'18'2016 1
51:000.00
06'012016
front yard landscaping
89 7340 W. 44th Avenue
BC Builders
03'182016
5 125.348.71
09012016
S 125348.75
05 272016
all landscaping
90 3440 Quail Court
Quail Hollow-
04 04'2016
51,500.00
0,6012016
front yard landscaping
91 3225Yu1<onCourt
Yukon Frove
05032016
51.500.00
06'01'2016
511500.00
09162016
front yard lands raping
92 3371 Yukon Court
Yukon Grove. LLC
O5 '03 2016
51,500.00
06012016
51:50000
09 16 2016
front yard landscaping
93 3321 Yukon Court
Yukon Grove, LLC
04 122016
SI,500.00
06'01 `2016
S1.500.00
06 28°2016
front yard landscaping
94 3311 Yukon Court
Yukon Grove, LLC
51,500.00
06 282016
landscaping
95 4110li ham
William Powell
05 132016 1
51,000.00
06 30'2016
S 1000.00
0' 012016
front yard landscaping
96 3250 Iris Court
Loumar Enterprises
05 27 2016
52,400.00
07 31 2016
front and side yard landscaping
9' 3391 Yukon Court
06'02'2016
51500.00
08 012016
$1.500.00
09 162016
front yard landscaping
98 InCamation
InCamation
06092016
523.16;.00
09012016
523.16.00
12 -212016
trail desigan and construciton
99 3205 Iris Court
Loumar
05 '312016
52,000.00
08312016
52,000.00
09 09'2016
[landscaping, - comer lot
100 3330 Yukon Corot /
Yukon Grove, LLC
09'162016
51.500.00
10312016
101 3340 Yukon Court
Yukon Grove, LLC
09'16'2016
51,500.00
10'31'2016
102 3341 Yukon Court
Yukon Grove, LLC
09162016
51500.00
10312016
103 3331 Yukon Court
Yukon Grove, LLC
06 30 2016
SI.50O.00
OS 012016
51,500.00
09 16 2016
104 3351 Yukon Court ^
Yukon Grove, LLC
10 712016
SI,500.00
04 30 201'
105 3350 Yukon Court-
Yukon Grove. LLC
1102 2016
51.500.00
04 30 201'
106 3360 Yukon court ..—
Yukon Grove. LLC
1102 2016
91,500.00
0.1'30 7017
107 3840 Tabor Court
Stan Pac
11 16 2016
S1:000.00
04%30 2017
108 11305 W. 33rd
Quail Hollow
11 '22 2016
550090
04 302017
front vard sod
109 11355 W. 33rd
Quail Hollow-
1122'2016
5500.40
04 302017
front yard sod
110 3320 Yukon Court "
Yukon Grove, LLC
11'232016
51,500.00
04 30'2017
front yard landscaping
111 3350 Quad
Quad Hollow
1230'2016
5500.00
0430201'
sod
112'
113
114
115
116
Meredith Reckert
From:
Jackie Kowal<jackie@nicholascustomhomes.com>
Sent:
Thursday, January 5, 2017 2:17 PM
To:
Meredith Reckert; Tammy Odean
Subject:
Escrow refunds for Yukon Grove
Follow Up Flag:
Follow up -
Flag Status:
Flagged
Hello Meredith,
Could you please process the refund of the escrow for the following addresses. I believe they are all complete.
3320 Yukon (1500)
3350 Yukon (15 00)
•3360 Yukon (15 00)
3330 Yukon (1500)
3340 Yukon (1500)
3351 Yukon (1500)
3205 Yukon (1000)
3341 Yukon (1500)
Jackie Kowal
Accounting Manager
Nicholas Custom Homes Inc.
Mailing address:
PO Box 100068
Denver CO 80250
4201 E Yale Av, Unit B 135 Denver CO 80222
303-953-9525 ofc 303-828-8985 cell
i ackiena,nicholascustomhomes. com
invoices &nicholascustomhomes.com
1
City of Wheat Ridge Municipal Building 7500 W. 29" Ave.
January 23`d, 2017
Owner/Occupant
3205 Yukon Ct.
Wheat Ridge, CO 80033
Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929
RE: Previously permitted project plans available for retrieval — Permit 201501326 (New Single Family Home)
Owner/Occupant,
This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge
Building Division and plans and/or other documents were required was recently completed and approved. In
accordance with the Building Division's document retention policy, the associated plans and/or other documents
are scheduled for disposal.
We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their
disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20
working days (4 weeks) from the date of this letter and must be retrieved in person at the Building Division
offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or
documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for
retrieval after the expiration of the retrieval period, which is 60 days from the date of this letter.
You may retrieve plans and/or documents between the hours of 7:00 a.m. and 5:00 p.m., Monday through Friday,
at the Building Division offices located at 7500 W. 29d' Avenue in Wheat Ridge.
Cordially,
Melissa Mackey
Senior Permit Technician
7500 W. 29th Avenue
Wheat Ridge, Colorado 80033
Office Phone: 303-235-2873
Fax: 303-237-8929
ci.wheatrid eg co.us
City of
hC at a
Ct�ntt UNriy DFVE OPt ENT
City of Wheat Ridge
Commercial Sign PERMIT - 201602009
PERMIT NO: 201602009 ISSUED: 01/13/2017
JOB ADDRESS: 3205 Yukon CT EXPIRES: 01/13/2018
JOB DESCRIPTION: Install 10 sf sandblasted sign. Attach to existing wood fence with bolts
thru face of sign.
*** CONTACTS ***
OWNER (720)290-3140 YUKON GROVE LLC
SUB (303)279-5977 WILLIAM STUPANSKY 070192 Precision Sign Company
*** PARCEL INFO ***
ZONE CODE: R-1 / Residential SFR USE: R3 / Residential
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,382.00
FEES
Total Valuation 0.00
Plan Review Fee 37.12
rr .
Use Tax 24.88
Permit Fee 57.10
** TOTAL ** 119.10y-
*** COMMENTS ***
*** CONDITIONS ***
All work shall comply with applicable codes and ordinances and is subject to field
inspections.
Sign shall not create a sight distance obstruction measured 25' along Yukon and 55' along
32nd Avenue.
tel, A 14,
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Commercial Sign PERMIT - 201602009
201602009 ISSUED: 01/13/2017
3205 Yukon CT EXPIRES: 01/13/2018
Install 10 sf sandblasted sign. Attach to existing wood fence with bolts
thru face of sign.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
appl�ca le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by �med
elegal ownerofthein conjunction with
thisermit.ifurther atteswork to be
perand that all woke -be -performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or ,eONTRACTOR (Circle one) Date
I . This permit was issued based on the information provided in the permit application and accompanying)tans 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 original permit fee.
3. If this permit expires, anew permit maybe 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 any manner shall be performed that shall results in a change of 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, any violation of any provision of any
applicable cote gr any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
113111
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us
between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line.
City of
Wheat.P,
CM
OMUNITY DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
I FOR OFFICE USE ONLY i ; i;' I
Date:
Plan/Permit # t i j
Plan Review Fee:
(li
Building Permit Application Al D
Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed.
Property Address: L-21 CT
Property Owner (please print): Ez I L L -Fz_ Phone: 7 zo Z 10 - 31 '-'( b
Property Owner Emai
Mailing Address: (if different than property address)
Address: 05 6 - 5. I 1 1L) ( VL ) -'-1 1:3L,02 Zo Z.
City, State, Zip: ��'�j
v
Architect/Engineer:
Architect/Engineer E-mail:
Contractor:
Aj
Phone:
Contractors City License #: r' 1 Z- Phone: ci 7 -7
Contractor E-mail Address: ,�iU ( _ (� f2�G(5 ( i C!� Lo V"( 4� . C;o of
Sub Contractors:
Electrical
W.R. City License #
Other City Licensed Sub:
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
City License #
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe) _- -,) t C'i`-
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
( n 17 j P (' )tai Z%Q =�s% +� Wil ' i o ��i't7 4. T'C1 aLs a
W oo(L.)
�c.i� , �r
Pi 1-6.T-TtklGv
� l=
.1-ff�U %fes IUB (2^1 i_
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
I -�2 e 2 0.✓
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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application.
CIRCLE ONE: (OWNER) (CONTRACTOR)
PRINT NAME: SIGNATURE:
ZONING COMMMENTS.
Reviewer.
BUILDING DEPARTMENT COMMENTS-
Reviewer.
1
PUBLIC WORKS COMMENTS.
Reviewer
DEPARTMENT USE ONLY
PROOF OF SUBMISSION FORMS
Fire Department ❑ Received ❑ Not Required
Water District ❑ Received ❑ Not Required
Sanitation District ❑ Received ❑ Not Required
(OWNER) (CONTRACTOR)
DATE:
OCCUPANCY CLASSIFICATION
Building Division Valuation: $
II
Meredith Reckert
From: Barry Wilkerson <barry@frontrangesignarama.com>
Sent: Friday, January 6, 2017 9:52 AM
To: Meredith Reckert
Subject: FW: yukon
Attachments: yukon on fence -01 jpg
Follow Up Flag: Follow up
Flag Status: Flagged
Meredith, as requested, please see attached rendering of proposed sign for Yukon Grove. Over-all dimension of sign is
23"x 60". Sign will attach directly to existing fence using qty. 4 3/8" carriage bolts thru face and thru fence rails.
Installed height is 36" to top of sign. Please contact me if any other info is required.
Barry Wilkerson
F Tiara m
Sia -
The wry ?. oar your tnr
9011 Haim Street - wesanmria CO - 80031
Office: (303) 427 - 7446
Fax: (303) 429 - 7446
"We are what we repeatedly do.
Excellence, therefore, is not an act but a habit".
Signarama Catalog Yelp Facebook
LinkedIn Twitter Google+
Westminster Chamber of Commerce
Broomfield Chamber of Commerce
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BY:
DATE: /
COMMENTS:
This a mail and any files transmitted with it are confidential and intended solely for the use of the individua l or entity
to whom they are addressed. This message contains confidentia t information and is intended only for the individual
named. If you are not the named addresseeyou should not disseminate, distribute or copy this e-mail. Please notify
the senderimmediatelyby e-mail if you have received this e-mail by mistake and delete this ie -mail from your
system. If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any
action in reliance on the contentsof this information is strictly prohibited.
From: Mieke Myrick [mailto:design@frontrangesignarama.com]
Sent: Friday, January 6, 2017 9:31 AM
To: barry@frontrangesignarama.com
Subject: yukon
Mieke Mwiek
[ksiFnel 116,-.11 tot
Ff
I
SlANGI
t�►l�tr1'ama
1031 Ham i • a cc •.00)1
Officc : (303) 427 - 7446
Fax: (303) 429 - 7446
-t{lt are what ttt Itpeattdty do.
ExCrIlo tt, thtttfort, is not an act but a habit'.
Signarama Catalog Yelp Faeebook
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Broomfield Chamber of Commerce
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OVT
i CITY OF WHEAT RIDGE
�(303)
Building Inspection Division
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
3G/ sG/,1 en t
INSPECTION NOTICE
Inspection Type: E_ F (i 6 F
Job Address: u's Y` f KO'o CT
Permit Number: Zo / C O / 2-y Y
/'/�); r o✓��
❑ No one available for inspection: Time AN &P
Re -Inspection required: Yes No
When corrections have been made, call for re -inspection at 303-234-5933
Date
Inspector:
DO NOT REMOVE THIS NOTICE
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�U Siti�;l� (,t111�l� INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
OccupancyJ3T
Inspections will not be performed unless this card is posted on the projcv site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections
Date Inspector Comments
Initials
Monolithic Slab Reinforcement
_
Caissons
Rough Plumbing -7-
Concrete Encased Ground (CEG)
Footing/Stemwall P.E. Letter
IL ( � -/(.
Do Not Pour
Concrete Prinr Tn Annrnval ()f Tha Ahnva Incnortinnc
Underground/Slab Inspections Date Inspector
Initials
Comments
Electrical (Underground)
Lath / Wall Tie $ r✓
Sewer Service (Underground)
Date
Water Service (Underground)
Comments
Plumbing (Below/ In -slab)
Rough Plumbing -7-
Heating (Below / In -slab)
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Wall Sheath ng - ,(5-��
Roof Sheathing b_
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Initials
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Comments
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Date
R. --,ugh Electric
Comments
Final Electrical
Rough Plumbing -7-
Rouc'i Mechanical 7-7-/
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Gas Piping -7-7 i!
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UO Not Proceed Without Anoroval Of Ahnve Rnunh IncnPr_tinnc
Rough Framing , / (✓ 3
Insulation
Drywall Screw / Nail
Final Inspections
Date
Inspector
Initials
Comments
Final Electrical
Final Plumbing
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Final Building / Frame
Landscaping & Parking ! Planning Dept.
Inspections from these entities should be requeste
one week in -dvance. 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./
c,//3 !6
A'�
Fire Inspection / Fire Protection Dist.
"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.
Uccupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
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INSPECTION RECORD
wiwj INSPECTION REQUEST LINE: (303) 234-5933
Occupancv/Tyge
Inspections will not be performed unless this card is posted on the project site.
Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections
Date
Inspector Comments
Initials
Monolithic Slab Reinforcement
Final Electrical
o -/ y _ G
Caissons
Final Plumbing
Concrete Encased Ground (CEG)
Footing/Stemwall P.E. Letter
a.��•ar�.•.��Rru•rr�r��r■aim.�•�.�.�i.��c.�r�ca�=T�.�Trr_�r-rscr�
Underground/Slab Inspections Date Inspector .Comments .v
Initials
Electrical (Underground)
Sewer Service (Underground)
Water Service (Underground)
Plumbing (Below / In -slab)
Heating (Below / In -slab)
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Mull IIf l:-]uIl*IV IIluta111.i:JI@%,"//Ia1r1���l.Tii7 J7T.T"ir7•T:TTT\7L7��C!/T�.�TIR_7 _
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Rough Inspections Date Inspector Comments
Initials
Wall Sheathing
Roof Sheathing
Lath / Wall Tie
Rough Electric I Z cl
Rough Plumbing r .
Rough Mechanical
Gas Piping
UU IVOI I-rnCP_P-n VVITnnIIT Ainnrnv^JI tit Ahwe LJ --§h I ---
Rough Framing
Insulation 9 Oil
Drywall Screw / Nail C1 IS ---
Final Inspections
Date
Inspector
Initials
Comments
Final Electrical
o -/ y _ G
ry� L1
Final Plumbing
Final Mechanical
Roof
Final Building / Frame
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requeste
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.
Fire Inspection / Fire Protection Dist.
"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.
vccupancy Is not rernrimea until A Gertiticate of Occupancy Is Issued
Protect This Card From The Weather
► i CITY OF WHEAT RIDGE
Building Inspection Division
��9r(303) 234-5933 Inspection line
(303) 235-2855 office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: t t" �� a
ab,^
Job Address: los y
Permit Number: ZOl so 3 z
f lei/
❑ No one available for inspection: Timet S AM/PM
t Re -Inspection required: Yes GN�
*When corrections have been made, call for re-inspecOon at 303-234-5933
f
Date: �iy �� Inspector:
DO NOT REMOVE THIS NOTICE
10
Ir City of Escrow/Letter of Cred
comoWh'at'l� d e Transmittal Sheet
COMMUNiTy DEVELOPMENT
■
IMMEM
for completion of site work.
Notes:
Name Date
Landscape Escrow ACLi�m._ent
-7
This agreement macre-t its 14 a ber, 201 -6 -,by and between ffeM'TTO-rN-15M
Ridge and Yukon Grove, LLC for escrow in the amount of one thousand dollars and
zero cents ($1000.00) being held by the City of Wheat Ridge until landscaping is
competed at
MMM
In the event that two street trees are not installed by April 30, 2017, the City of Wheat
Ridge or its designee shall have the right to enter upon said property to construct and/or
install such improvements or do other such work to accomplish that purpose as may be
necessary, provided that the City of Wheat Ridge shall first give notice in writing to the
property owner of its intent to do so.
If the City of Wheat Ridge exercises its right to perform work of any nature, including
labor, materials and use of equipment either by force account or contract, the City shall
have the absolute right to withdraw the escrow funds to complete said improvements.
OTIIEM�#V
General Contractor:
Print Name
51,
Ttn
Fs'iness Address / Phone
V
Date Title
MMIMMIM
By:
Title:
Date:—/6)
1
(Y
' U1KON,GROVEY�
,
PO Box 1020
DtNVRR, CO 80260
X 6+1 r NNIAL,, ISA 1
�4020
i
PAY TO THE Cityof Wheat Ridge
ORDER OF
one Thousand and
City of Wheat Ridge
l J
7500 W. 29th Ave
Wheat Ridge, CO 80033
7bPSkN`$.A
M IGNAWRE
AUTWAj eX
�1�5 I Y`�w.f'\nl l�M6f�k n hfiRM
.+ gay
a
YUKON GROVE, LL
1 C}i1i016
pity oWheat Ridge
Original
Date Type Reference nal Amt.
BalanceDue Discount Payment
10/13/ 616 Bill 3205 ESCROW I, t3C3.QC
i,gt�C?.gfl 1,666,68
Check Ai7'flint 1,00H
Redstone Bank - Cern 3205 YUKON LANDSCAPE X ROW
1,603.96
�)V
A( CITY OF WHEAT RIDGE
,��9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office - (303) 237-8,929 Fax
Inspection Type:
Job Address:
Permit Number:
9-1?
0 No one available for inspection, Time - AM/PM
Re -inspection required- Yes No
rions 77377 Deen Mae, 7377 For 77-Inspectio
Date: ILL Inspect
DO NOT REMOVE THIS NOTICE
s
7600 W. 2e Ave., Wheat Ridge, CO 8W33
303-: :303-237-�8029 Plan Review fte.-
Inspection .inn: 303,,-234-5933
Building Permit Application
fta" WmPleft all highlighted areas on both sides of this ft -m
m
1111111 Oil, iiiiii�'j
m
im
*
Co - w a r
Contractors City License
Co ail A r _-- _
Licensed00"r City
City License #
W.R. City License # 9
t it r r "t a : * E t t o
[it
ANY=
3) Wood in contact with the ground that supports structures for human occupancy must be approved
pressure -preservative -treated wood. (IRC 113171.2)
Qire blocking shall be installed to cut off all concealed draft openings in the following
cations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred
spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals'. At
interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop
ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys,
fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. Between
finisbed and un finished areas.
Q�ta� Ys must be at least 36 -inches in width. Handrails shall not project more than 4Y7-
che 7e maximum rise may not exceed 7Y44nches. The minimum tread depth may not be
less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a
nosing of 1/4-incb to I V4 -inches shall be provide4i When open risers are used the opening
rided
between the treads shall not allow the passage of a 4 -inch sphere. Landings must be provided
the top and bottom of the stairway that is the width of the stairway measuring at least 36-inebe
in the direction of travel. (IRC R311.7)
Q14) WV piping must be Inspected and tested • • air • 10 ft head of water) ( P2503.5.1) prior '•
tbaling. It shall be protected against physical damage. (IRC P2503, P2603,)
0 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall
finished with a non-absorbent surface which extends to a height not less than 6' above the floor.
Showers must have a minimum 900 square inches of interior area and a minimum dimension in each
direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves.
Qhe centerline of toilets or bidets shall not be less than 15 -inches frorn adjacent walls or tub.
Zts, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. (IR
P2705)
f It
..4$V17 howers and tub/shower combinations shall have control valves of the pressure balance,
ermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit
stop per ASSE 1016 or CSA8125. I. Tubs shall also have a control valve as listed for a shower or a water -
temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to
120". (IRC P2708.3,P2713-3)
um 0'
ement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with
C 1288 , C 1325, C1178, or C1178 and installed in accordance with manufacturer
recommendations shall ♦.- «,• as backers for wall tile in tub and shower areas and wall panels in
DosseyjSudik
STRUCTURAL E
March 8, 2016
Yukon Grove, LLC
NettletonMr. Bob
P.Q. Box 102563
Denver, CO 90250
City Review Comments
Yukon Grove Subdivision
Wheat Ridge, CO
(PlanAli Models A, B, C, D Ing the following addresses
IM 3225, 3311, 3321, 3331, 3 1, 3351, 3361, 3371, 3360,3350,3344,3330 Yukon tit:
Dear Mr.Nettleton;
At your rquest, this office petfortned a structural analysis for the above listed residence. The Purpose
analysis was to review and provide recommendations for the conditions described below. The pertinent information
regarding the analysis isasfollows:
It W come to the attention of this office that the structural plims submitted for tim above-mentioned addresses had
incorrectly noted the wind speed and eVosurc for the Yukon Grove Subdivision. The correct wind speed and
#. # t 9"W:
Please contact our office if we may be of limber assistance.
sincmly, t�+
R
P
'* 37653
#
Jamie Doerr Dave Dossey, P.E.
Project Manager Principal
6025. Quebec St., Suite 375 CentennfoL 111303.477.5680
FOR OFFICE USE ONLY
City of gate, 2 ,u..
!j91
C r ELS t� to°t PlanApermit
Building & Inspection Services Division 427 C 1 � 1 �t'
7500 W. 2e Ave.; Wheat Ridge, CO 80033 flan Review
Office:303-235-2855 * Fax. 303.237.8929
Inspection L Ine: 3A3-234-5933 w a
Building Permit Application
lfina Address: (if different than property address)
.rg
ont a tE-mail+dress: l- �
WI) Contractors..
'-lectri l: Plumbing; Mechanical:
VA. City License # WA. License # W.R, City License #
)then City Licensed Sub: Other City Licensed Sub:
City License # City License
Complete all information ' o BOTH sides of this form
p a � IF :
0 NEW COMMERCIALSTRUCTURE
RESIDENTIALNEW
COMMERCIAL ADDITION
R�DIENTIALA615IVON
amount of materials to be used,etc.)
N
ELECTRICAL SERVICE UPGRADE
COMMERCIAL ROOFING
RESIDENTIAL ROOFING
WINDOW REPLACEMENT
(Garage, shed, deck, etc.
(garage, sued, deck, etc.)
P or REPLACEMENT
IR or REP.ACMNT
.. . .......
Y,
mum
4241 of
No Sight Triangl, o bstrUction allowed
NB PLAN B P
PLAN B i
PLAN 8
133
V .8% co I i I i
OV 317%_99 PLAN D I J�! I I
f
32.NOTE.-j COVERAGE
I IX uj,
Rv=2 ZON:ING
3m*KM ;.Im CT, A Im Ywow mi am Yugo' CT, z
-----------
Ad:
v
+
zINCLUDE'S GARAGE AND
7,
77
7•
f`
•
FU
A.
..........
2112"CALIPER DECIDUOUS
NO"' E" PLANS INTERCHANGEABLE
TREES @ 30'0.C.
ON TREE LAWN, TYR
LOTS 8-12', 15.-20
Z.,
PRIVACY
41,
cn, t)p I Y
F 69.71' FENCE
3, I's, I ina man
Mmilm
Oaf
4W
s 00f 1,9
4347 SP
!L ---OPE RAIL FENCP '217"E 310.00' OPEN RAIL FENCE
A 4014 SF
IF
MINIM
f
15 0 30. 6(
SCA'LE.- '
-U
D1; Ng SHOWN ARE U.S'. SULRVEY FEET
r IMEN 1;
PRIVACY
FENCE I
ffN 7MC
!CA LO:
LAN CAP ING P L
0
TREE (P 301 ON TREE LAWN
0
e2r II.
. . . . . . . . . .ffia
.
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FICAL (____)PTh'_'N RAIL r L
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Y
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0 VACY
FENCE
FENCE
3
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NOTE,: PLANS INTERCHANGEABLE
LOTS 8-12115-20
5
�\6
COMMUNITY GARDEN
Rsw2 ZONIN�G
7
\41,
8
z
w
16 PLOTS 15'xl6ea. approx.
4
10;
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0
12
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.
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3
Y
- ENCSYP1'__'AL& HHIGH "RIVAI
FFOPR i O ' USE
planlp TA-
Pl"1510 100mPleftall highlilghted ames on both sl of this form. In play% APOladlam my not be pro d.
Alin Address- (ff different than property add )
Address: to
+ 1 • Phone. 2
Contractors License p
horw
Seta Contractors:
Electrical: I�wv- Ariz IX:L
W.R. City License #
G
J
Plumbing:a
` , rr Leo . Mechanical:
W.R. City License # 1-1. Illy Licensw #
' �I"#II"'IIINll1! V �IIIII
Other City Licensed
MEE=
•
# #
•
nt 4;,—,
"WON
if in floodpl
if iaa fled l
Maximum Lot Coverage: 4\ C) - rj L)
70 sq.
Existing improvements: PrOpOsed Improvements:
House: sq. ft.
Shed: sq. ft. HOuse/addition:
Detached garage: sq ft. Dhed:
hed Garasq. ft
Other: sq. ft. etacge: sq. ft.
Total Existing sq, ft Other: sq. ft.
Propos ~Existing Lot Covera0
ge % Lot Coverage % sq. ft
Required Setbacks: FR (�N' S r >
Provided Setbacks: FR
'C' "" ' -S--—S
For additions or new construction, is the structure
Within 2 feet of minimum setbacks?
IfYes,addsurv-e7���
Yin g condition FND.
Maximum Height: -3 6 Maximum Size:
Proposed Height: '2- 3 .' ftsq- ft.
Proposed Size:
sq- ft.
Parkland- If the pc it is for new construction, have Parkland dedication fees beenaid? u-�i�
If no, add condition pFEE' notify owner, p
Streetscape.- Does the permit result in any of the f011Owing conditions? and notify b:ng -division,
Construction of new roads Q Platting of new lots
New development 0 Additions that increase floor area by 60% or more (see formula)
(proposed floor area existing floor area existing floor area inc.
If any box is checked.. .
SF/DUPLEX—Is there existing P,Curb ;d Gutter A5 -foot sidewalk adjacent to the property?
If curb, gutter or sidewalk is missing, streetscape con'
struction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
If not, strectscape construction or fees -in -lieu will be require4i
Fees -in -lieu ofdedication or construction are due at the time the permit is L
tLjrj
a
Cita of SINGLE FA MIL YID UPLEX
Wh6atK_1d,9'e BUILDING PERMITAPPLICA TION REVIEW
PUBLIC WORKS
Date.
Location:
ATTENTION: BUILDING DIVISION
I have revi
r000--w9�,ya,tKog�0
City of Wheat Ridge Municipal Building 7500 W, 9'h Ave, Wheat Ridge, Co 80033-8001 P: 303.235.2861 ': 303.235.
257
PUBLIC WORKS DEVELOPMENT RE
Date:
f cation of Const cti n:
Single Family COmmercial
Multi -Family
ileveln meat evfew° "ro es i ,........
M OM
(Required of all projects for document processing)
Ctttrereia tt- evie F`e:
• Review of existing or minimal technical documents: $200.00
• Initial review' of technical civil engineering documents
(Pee includes reviews of the I't and 2"d submittals),.... ........ ....:....$600.00
Trac Impact Study Review Fee:
(Fee includes reviews of the I' and 2"d sub i, 1s) :... ......... .......:$500.00
Trip Generation Study Review Fee...,
.....
M Manual ;Review & SMA Recording Fee. ......., $100.00
' Each Application will be reviewed by staff Cance and returned for changes. If after review of the second submittal
not been made to the caval documents or the Traffic Study
as requested by staff, further reviews of the Application
to tth�egfogllJptapygj{ingpy R ubmi l fees.
chanes have
wall g
be subject
im
P submittal (/x initial review fee)..,.,...« .,...,.»« ......... ....«.»...:...«..$300.00
`t submittal (full initial review fee):_
..........». A0
All subsequent sub ttals ....._.,,
.......«. .... $600.00
(Fall initial review fee)
TSL REVIEW FEES (due at time of Building Permit issnce);
PLEASE NOTE THAT IN ADDITION To THE ABOVE FEES, THERE WILL 13E ADDITIONAL
AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF WROVEivIE T t�ITI-I.fl�a P ICI I LICENSING
RIGHT-OF-WAY,
Rev 12112
t ltd, or
toot; W
k (, CI
City (rf Wheat ridge Municipal Building 7500 W. 9" Ave, Wheat Ridge, Co80033-8001
P: 30.235.,2861 ; 33.23,287
ADDRESS:
Deaf' Contractor:
Ire conjunction withthe approval Of the building
address, this letter is to inform you that aliapplication
referenced
stiu public rrts ed lngtefrontageof said
adaddress h restored, f d a d from related construction)acceptablecondition,s determined i fRidge
to the issuance Of Certificate OfOccupa c eat dg
Public Forks Department and prig
Ticar to any construction commencing,
City's representative will conduct onsite
inspection to determine the existing con ton($) of the Public improvements
t this address.
If have y questions, please ntt t me at 303.235-2864.
Sincerely,
David . Brossman, P.L.S.
Development Review Engineer
CC: File
Rev 1A
CITY OF MEAT RIOGE
PUBLIC
IMF V-10,
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p2030
SPOT VIVAT"
v
AS
UK $043
iwsma COMM
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m 2630
YUKONW.
GENERAL INFORMATION
Schedule: 464847 Parcel ID: 39-262-13-009 Pdal Lid
plmvr=�,
Property Address. 03205 YUKON CT
WHEAT RIDGE CO $0033
Mailing Address: 10827 BOBCAT TERRACE
LITTLETON CO 80124
PROPERTY DESCRIPTION
11 au A w -.2 -7"- 1 '! P WT ". M ff. PT 11T I M. I I I 6i 11 . .
TAX INFORMA71ON
N
,w Mill Levy Detail For Year
----------
�S Mill Levy Information
1 001 MTN 1 21 "Tel 3.1 S On*
no=
OM -1 41"WIMI
GeoscienceDesign, Inc.
.O, Bax 68 Franktown, Colorado do oi16 - Phone: 303.688,2150 - ax: 303,688.1295 - C oGeoDesig r
Yukon Grove, LLC
Denver,P 0 BOX 102563
CO 8:1250
SUBSURFACE
m`
REPORT NO. -302
June , 2015
w �
xi42
`�rvr
NOT VALID "ATMOUT
ORIGUNIAL SIGNATURE
GEOTECHIVICAL STRUMTRAL CIVIL ENGINEERS
General
1
Site Conditions
1
Field and Laboratory Investigation
1
Foundation Recommendations
2
Criteria for Concrete Slab on Grade Construction
3
Placement of Foundation Fill
5
Subsurface Drainage
5
Surface Drainage
6
Foundation Excavation
7
Radon Gas
7
General Information
7
Location Map
Figure 1
Log of Test Holes
Figure 2
Swell / Consolidation Charts
Figure 3
Summary of Laboratory Testing
Table 1
Details of Foundation Drain System
Detail I
Foundation Grading Detail
Detail 2
Appendix
Information about the Report
Subsurface lnvestigation
Yukon Grove, LLC
Colorado Geoscience and Design, ?nc, Report No. 15-302
Cracking of slabs -on -grade is difficult to control and should be expected to occur with
time, Cracking may be the result of many factors such as concrete shrinkage and daily
and seasonal variability in temperature and humidity and not necessarily the result of
soil movement.
Further, cracks and movement of slabs -on -grade can be transmitted through rigid floor
coverings such as ceramic tile. Performance expectations should be taken into
consideration in the selection of floor slab coverings.
If floor coverings or coatings less permeable than the concrete slab are used, or if
moisture is a concern, we recommend a vapor retarder be placed beneath the slab,
Flooring installation should be consistent with the flooring manufacturers
recommendations for subsoil and slab construction and moisture testing prior to
installation,
Subsurface Investigation
Yukon Grove, LLC
CWorado conscience and Design, fric, Report No, 15-302
Swell Potential Chart
UM
INS
0
MUM
Note, the representative percent swell values presented are not necessarily measured values,
they are a judgment of the swell of the soil and bedrock profile likely to influence slab performanca.
The swell potential of the indigenous soils for the residence at this site meet the criteria
for low risk of slab -on -grade movement. Concrete slabs may be used for basement
slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the
native soil, Furthermore, intolerable movement of any slab on grade may occur at the
site as a result of future factors beyond the control of Colorado Geoscience and Design,
Inc.
If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -On -
grade floor, the following steps shall be part of the concrete slab design, -
Any soil disturbed during construction shall be compacted by use of a vibratory
plate in the case of loose granular soils or wheel rolled by heavy equipment in
the case of soft clay or silt soils prior to placement of the concrete slab,
The soil should be kept moist but not wet during the compaction process as well
as immediately prior to the placement of the concrete slab directly onto the soil.
Steps shall be taken to ensure that subsurface moisture beneath the concrete
slab remains constant during the construction process.
The concrete slab shall be structurally isolated from all foundations and shall be
isolated from penetrations by suitable expansion material not less than Y2" thick.
The floating concrete slab shall be completely isolated from all utility lines,
8
Subsurface Investigation
Yukon Grove, LLC
Coorado Geoscience and Design, Inc. Report No. 15-302
All non-bearing partition walls shall be constructed with a minimum of 3 inches of
float to allow for slab -on -grade movement,
If a hot water heating system is used, the piping may be cast within the concrete
slab if the slab is reinforced with steel rebar and special care is taken not to
damage the piping during future construction activities. Nails shall not be driven
into a concrete stab that has hot water piping. Base plates should be attached
with construction adhesive or anchor bolts cast in the concrete slab at the time of
placement.
If a forced air furnace is used, a 2" flexible connection should be install
between the furnace and the duct. I
..........
The installation of an exterior foundation perimeter drainage system is required for any
habitable space below grade level. See Perimeter Drain Detail 1, for a suggested
method of installing this system. The perimeter drain shall discharge at a daylight
location a minimum of 15 -feet away from the home. The daylight end shall have a
screened end section to prevent rodents from entering the drain. Alternatively, the
perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used,
homeowners should perform routine observations of the sump pump system to make
sure it remains in good working order. Failure to install and failure of a sump pump
system can cause serious foundation problems, Water accumulation around
foundation elements is the major cause of foundation stress, therefore proper
installation of the perimeter drain is very important.
I
Subsurface Investigation
Yukon Grove, LLC
Coorado oscience and Design, Inc. Report No, 15-302
Site grading is critical. A simple means of reducing moisture change to prevent water
infiltration into the soil is to slope the ground away from the foundation. For proper
drainage, a slope of 10% (V in 10) away from the foundations in all directions is
required. This slope must be maintained for a minimum distance of 10'-0",
The property owner should inspect the area around the foundation regularly particularly
after rainstorms to determine if proper drainage away from the structure has been
maintained. The owners are advised to immediately fill in any settled area near the
foundations to eliminate containment of water.
Roof drainage should include gutters, downspouts, extensions, and splash blocks.
Down spouts must discharge onto concrete splash blocks or into metal gutter
extensions at least 6
It away from the foundation walls and beyond any backfill zones
directing water away from the foundation,
The owners should be cautioned regarding the installation of a lawn adjacent to the
foundation walls. Lawn irrigation must be more than five feet (5) from the foundation
walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be
planted within five feet (5) of the foundation walls. We recommend providing decorative
gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This
method will prevent ponding of water and provide for proper drainage from the
foundations, Non -woven geo textile fabric can be placed under the mulch to reduce
weed growth and still allow some evaporation of soil moisture.
Sprinkler heads and emitters should not be located or spray within 5 feet of the
foundation or patio slabs and beyond backfill zones. Plantings near the foundations
should not trap surface runoff. Furthermore, sidewalks or low-water consumption
groundcover are recommended to further reduce the risk of water infiltration near the
foundation walls. All pressurized irrigation lines and valve boxes should be located at
least 10 feet from the foundation or patio slabs.
Buried rain gutter discharge pipes are not recommended because of often undetected
seepage problems caused by clogging, crushing and adverse grading of the pipes.
Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent
structures. If detention is required by statute, infiltration basins should be located down
gradient and at least 30 feet from foundations.
I
Suasurface Investigabon
Yukon Grove, LLC
Colorado Geoscience and Design, inc. Report No, 15-302
foundations. Additionally, it is the property owners responsibility to maintain
downspouts and buried sprinkler system conduits.
Precautions should be taken in deep excavations for safety of workers and to protect
nearby structures. The sides of the temporary excavations should be s oped or
benched at a 1/2H to IV maximum rate. Spoils for the excavation should not be placed
within 2 feet of the excavation sidewalls, and the excavation should not be subject to
excess vibration wetting or drying, The owner contractor should be familiar with the
OSHA Safety and Health Standards for the Construction Industry, 29 CFR, Part 1926,
or the appropriate foundation chapters of the International Building Code prior to
construction.
generally have elevated levels of uranium.
Radon tends to accumulate in poorly ventilated areas below ground level, and can
accumulate in
it grade construction as well. Providing increased ventilation of
basements and crawl spaces and seating of the joints can mitigate build-up of radon
gas, This mitigation is best implemented during the design and construction phase of
the residence. The Colorado Geologic Survey and the U.S. EPA are both good
sources for additional information regarding radon.
Based on this subsurface investigation, the proposed foundations appear to be
technically feasible to be constructed at the proposed site. The structures should be
designed for construction in the direct vicinity of the boring location. If the proposed
locations change, additional borings will be required to assess the soil conditions at the
new location.
Permitting work will be required to obtain any local and state approval, and design work
will need to be performed by a qualified professional engineer to bring this project into
final design, and subsequent construction.
A qualified contractor experienced with similar projects should carry out the construction
of this project, The construction process should be carefully observed and documented
to ensure the construction is performed in accordance with the design drawings and
technical specifications,
Subsurface Investigation
Yukon Grove, LLC
Colorado Geoscience and Design, inc. Report No, 15-302
The work contained herein was performed by, or under the direct supervision of a
licensed Professional Engineer in the State of Colorado, Professional judgments and
evaluations are presented based on information gathered during the drilling operations,
conversations with the owner and/or contractor, and on experience with similar projects.
The performance of the project is not guaranteed in any manner, only that the
engineering work and judgments rendered meet the standard of care of the engineering
profession, The engineering services performed are within the limits set by the Client,
with the usual thoroughness and competence of the engineering profession, No other
representation, expressed or implied, is included or intended.
KAI, 4=1 i
M
I
-,
ID GPS LOCATOR ELEV
B1 N 5"5.`5$
450,+5' S55
'r 'b T GROVE LLQ." c L
SITE LOCA1104 -302
3205 YUKON LTR
JEFFERSON COLJNrTY,
COLORADO
0 PERCOLATiON TEST HOLES
T(AL P"RONLE. HOLE
LSv"SWABLE tt.1'i2OHLEHOLE
SITE MAP
ALL S.t",CA'n0,'Y5.SWi04di4ARE bASFf)S3F3+5PE€;fflCIPSF09MA`D0N FURNt HOD BY O'd'HERSOR
L:*.TIXIATESMADE 9NTHE FIELD Fi4`i�"X9&.CFF£AGR,'i+,�EQRC'iE.h� Ed'CS'w4+�P£;trEL THE LOI74 M 'E*.
r)KTANCES, DIRECTION'& ME, ARE NO, THE RESULT OF A PROPERTY SURVEY BUT ARE
APPROXNAIIONRAND ARENGitARRANITOT SE EXACT, T aTHE a7VNERISDER
Colorado
To DEFINEPROPERTY t1LiUNDARSES AND ENSURE ALL C1NSIW. MIPROVEAdENTS
ARE LOCATED WITHLN THE ?L TI::0 WE AND K7iPEOP INAPPROPMATE EAREWN'M
inBhA' C 3k t L+ S dFPE.
'�
AU, D915TANCES ARY 100E V RMED MOR 10ENCAVATa<W
N i} Wx w mk N v+F1fl+`. W. yrs'A
ID GPS LOCATOR ELEV
B1 N 5"5.`5$
450,+5' S55
'r 'b T GROVE LLQ." c L
SITE LOCA1104 -302
3205 YUKON LTR
JEFFERSON COLJNrTY,
COLORADO
PROJECT"SubsurL ijvesti tan face I JOB NO: 15-302
Colorado Geosclence and Design, Inc. i
CLIENT: Yukon Grove,
Log of Test Holes LOCATION: 3205 Yukon Grove Court, Jefferson County, Colorado ------
DRILLING METHOD: 4" Continuous Flight Auger
ME
IN
19
U.
M
z
IN
we
IN
M
a
Clay, very sandy, stiff, 100
moist, brown
Fine-grained sand, clayey to
very clayey, loose, slightitr
moist to moist, brown
Notes
1, x/y indicates that 'Y' number of blows of a 140 -pound hammer failing 30
inches are required to drive a 2 -inch diameter sampler "y" number of inches,
2. L -I Indicates death at which soil samples were taken,
in
M
88—
Ln
M<
84
MN
E
M
Where Applicable --
aa -V-
Indicates ground water encountered during the drilling operation.
b. indicates ground water encountered after 24 hours.
C. indicates au
Figure 2
SWELL - CONSOLIDATION TESTS
100 300 1 M 3M SM 10M 20,000 28,000
APPLIED
Test Hale No, 1 D 3' SII D CSI ti, moist brown
i0o 300 IM 3M 5M 10M 20,000 28,000
APPLIED PRESSURE (PSF)
Test Hole No. I De2th 8',, Soil Descri.ption,:,,fnpLqrain
R,:
a. sand,.
r-
Sweil/Consolidati
pressure due UI i i
"k
Water addef4
to sample
100 300 1 M 3M SM 10M 20,000 28,000
APPLIED
Test Hale No, 1 D 3' SII D CSI ti, moist brown
i0o 300 IM 3M 5M 10M 20,000 28,000
APPLIED PRESSURE (PSF)
Test Hole No. I De2th 8',, Soil Descri.ption,:,,fnpLqrain
R,:
a. sand,.
r-
SWELL - CONSOLIDATION TESTS
100 300 IM 3M 5M 10M 20,000 28,000
APPLIED PRESSURE P
APPLIED100 300 1 M 3M 5M 10M 20,000 28,000
PRESSURE
Test Hole No. 1 Q oth 24' Soil Fine-qrained sand, clayey-, to- vea cla t loose moist brown
I
I
I
BRACE WALLS, TOP & ESOT.,
WELL SLOPED 12" PER
PRIOR TO BACKFILLING
1 MIN. DO NOT DIKE WITH
SOD OR EDGING
'----t-,-,--TOP 12" OF WELL. -COMPACTED
BACKALL
-�,,,MODERATELY COMPACTED
CONCRETE GRADE BEAM
BACKFILL
POLYETHYLENE LEi TO WALL,
EXPANSION JONT EXTENDED ALONG THE
BOTTOM OF THE EXCAVATION,
5# BUILDING FELT
--"-3/4" TO 1 1/2" CLEAN GRAVEL
4" MIN V-
4" DiAMETER PERFORATED PIPE.
SLOPE DRAIN PIPE 1/8" PER E1W TO
12" MIN, DAYLIGHT, OR TO A SUMP PIT, IF' TO
DAYLGGT, COVER END WITH SCREEN,
BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND
COMPACTED AND THE FiNAL GRADE SHOULD BE WELL SLOPED TO
PRECLUDE PONDING OF RAINFALL, IRRIGATION WATER, AND NOW
MELT ADJACENT TO FOUNDATION WALLS.
CAUTION:
DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION
ALL WITH SOD, EDGING OR DECORATIVE GRAVEL ANDPOLYETHYLENtc-1
DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH
BLOCKS OR LONG EXTENSIONS.
DRAIN SYSTEM BELOW GRADE
A ND BACKFILL DETAILS
(17,0-R-41,400TING FOUNDATION)
DETAiL 11
FQ,UNQA'-"lQN GRADING D'---'T-AIL,
SLOPED AWAY FROM
FOUNDATION,
- - ---------- FOUNDAPON WALL
N 0 T It"
1. PRbVIDE A MINIMUM SLOPE OF 6" IN THE
FIRST 10"-0" FROM HOUSE (10%).
2. DOWNSPOUTS AND EXTENSIONS SHOULD
EXTENDED 5'-0" BEYOND THE 'FOUNDATION,
MEW',- 2
Important Information About the Report
The data collected by Colorado Geoscience & Design, Inc. during this
investigation was used to provide geotechnical infon-nation and recommendations
re ardinp subsurface conditio
the proposed construction, and the foundation type for tbe named client. The
stratification lines indicated on the bonn In
The owner and/or client must understand that uncertainties are associated with
geotechnical engineering, and they, the owner and/or client, must determine the level of
risk they are willing to accept for the proposed construction, The risks can be reduced,
Bart not eliminated, through more detailed investigation, which costs more money and
takes more time, and through any appropriate construction which might be recommended
as a result of that more detailed investigation, To reduce the level of uncertainty, this
report was prepared only for the referenced client and for the proposed construction
indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in
writing, the owner will assume additional geotechnical risk if this report is used for any
construction that differs from that indicated in the report. Our firm should be consulted
well before changes in the proposed construction occur, such as the nature, size,
configuration, orientation, or location of any improvements. Additionally, the knowledge
and experience of local geotechnical practices is continually expanding and it must be
understood the presented recommendations were made according to the standard of
practice at the time of report issuance. If the construction occurs one or more years after
issuance of the report, the owner and/or client should contact our firm to deternrine if
additional investigation or revised recommendations would be advisable.
Geotechnical practice in the Denver Region must consider the risk associated with
expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative
scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the
sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot
(PSF), the measured amount of swell is classified as low, moderate, high, or very high,
Table I presents the relative classification criteria for the percentage of expansion relative
to the initial sample height, at the indicated surcharge pressure.
The swell potential classifications are based on the percentage of swell for samples placed on
swell/consolidation inachines under a surcharge of 1000 pounds per square foot.
The relative swell classification cart be correlated to potential slab damage as
follows:
Low - minor slab cracking, minor differential movement, and heave
Moderate - lab cracking and differential movement, partial framing void and
furnace plenum closure.
High to Very High - large slab cracking and differential movement, closed voids,
closed furnace plenum, and possible pipe rupture.
These effects are based on monitoring and observation by several firms in the Denver
metropolitan area and are not limited to the relative swell classification, More or less
damage can occur in all classifications because of the uncertainty associated with
subsurface conditions and geoteclinical engineering.
It is important to note that ineasuredswell or soil expansion is not the only geotechnical
criteria for the type of floor and foundation recommendations, Additional criteria
considered include:
* Soil and bedrock type and variability
* Stratigraphy
* Groundwater depth and anticipated post -construction moisture conditions,
* Surface water drainage and features
* Post -construction landscaping and irrigation
* Construction details and proposed use
* Local experience
Post -construction landscaping and owner maintenance will greatly affect
structures on expansive soils and bedrock. Typically, irrigated landscaping increases the
soil moisture content above the pre -constructed water content. Slabs, pavements, and
structures significantly reduce evaporation of the soil moisture. Therefore, post -
construction heave and resulting damage to buildings and other improvements are likely
to occur on sites with expansive soils because oft e high probability that subsurface
moisture content will increase as the property and surrounding area is developed. Poor
owner maintenance, such as negative slopes adjacent to foundation walls and irrigated
landscaping adjacent to the foundation, also will significantly increase the risk of damage
from expansive soil and bedrock. The property owner, and anyone he or she plans to sell
the property to, must understand the risks associated with construction in all expansive
soil area and also must assume responsibility for maintenance of the structure. The
owner and prospective purchaser allo should review "A Guide to Swelling Soilsfor
Colorado Homebuyers and Homeowners, " which is a special publication (SP 43)
produced by the Colorado Geological Survey to assist homeowners in reducing damage
caused by swelling sails..
c "r' o' vmEAT RIDGE, .
PUSUC
Direct roof drain downspouts in the directions as 1011912011,
indicated herein to protect adjacent properties from DATE
stormwater runoff. 011
6/2016
'$Istat Drainage Certification Letter shall be required
iTTAL
`{ prig to C.O. to ensure site has been properly graded.
l A completed, signed and sealed Foundation
Setback and Elevation Certification fror
' Professional Land Surveyor will be required.
ter.
to ate
t + + . • ,+"'' gym'
' Downspout orientations
my GRAPHIC SCALE 1".10,
0 to ado 30
Vasa. as +PROPOSCO SPOT ELEVAnON
�.osw WL
ar y" $ � as THAN
T I THE, s SHOWN Mrd r sii
e #
the roved Drainage Plan indicates general slopingof Lots .-
pp l
from the NW to SE.
We note the GRADING FLANS submitted for Lots 1 & 2 have high t
points on the rear of the lots approximately halfway between north
and south lot Braes. Also noted are lengthy landscaping walls that are
0" to " high on both Lots t. �10
ORADING PLA?
PW would suggest developer consider a simple scale to run along tai n
thefrom of Lots, fronorth o south, discharging into the t �, .._.
vin -s A AM E; ZINC. v
detention storage pored on the south, and eliminate the short walls, te a* Mtor ssa�aaaai �
The original east-west swales between lots and centered on common
drives world still remain.
s This suggestion is in lire with the approved drainage Calan and would LAN
help control runoff onto adjacent properties, PW is also open to 92M YUKON C4tfr0C
ether proposals, suggestions or corn ments. s sa °" . as
MVN 10/19/15 a �
mow,04r
City of
i
jige
CO MMUNITY DEVELOPMENT
City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857
March 25, 2015
OFFICIAL ADDRESS NOTIFICATION
NOTIFICATION is hereby given that the following address has been assigned to the property /properties as
indicated below:
PROPERTY OWNER(S): Bill Fritz
NEW ADDRESS: Wheat Ridge, CO 80033
Lot 1— 3205 Yukon Ct.
Lot 2 — 3225 Yukon Ct.
Lot 3 — 3245 Yukon Ct.
Lot 4 — 3265 Yukon Ct.
Lot 5 — 3285 Yukon Ct.
Lot 6 — 3295 Yukon Ct.
Lot 7 — 3311 Yukon Ct.
Lot 8 — 3321 Yukon Ct.
Lot 9 — 3331 Yukon Ct.
Lot 10 — 3341 Yukon Ct.
Lot 11 — 3351 Yukon Ct.
Lot 12 — 3361 Yukon Ct.
Lot 13 — 3371 Yukon Ct.
Lot 14 — 3391 Yukon Ct.
Lot 15 — 3360 Yukon Ct.
Lot 16 — 3350 Yukon Ct.
Lot 17 — 3340 Yukon Ct.
Lot 18 — 3330 Yukon Ct.
Lot 19 — 3320 Yukon Ct.
Lot 20 — 3300 Yukon Ct.
SUBDIVISION: Yukon Grove Subdivision, Filing No. 1
Jefferson County Reception Number for Plat: 2015016465 (See attachment)
NOTES This is a courtesy notification.
AUTHORIZED BY: I DATE:
DISTRIBUTION:
1. Property Owner
2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419
3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419
4. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden,
CO 80401
5. Email to Jeffco IT Services at smitchel@jeffco.us
6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033
7. Email to erlinda i.martinezna,usps.g and krissy.j.summerfield(a)usps. ov
8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223
www.ci.wheatridge.co.us
9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221
10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112
11. Consolidated Mutual Water District
12. Wheat Ridge Sanitation District
13. Wheat Ridge Fire District
14. Wheat Ridge Planning Division
15. Wheat Ridge Building Division
16. Wheat Ridge Police Department
17. GIS Specialist
18. Log File
NOTE: Please notify all other parties concerned.
ADDRESS MAP UPDATED BY:
Vicinity Map
DATE:
A
rd
I
M
YUKON GROVE SUBDIVISION, FILING NO. 1
A PARCEL OF LAND LOCATED IN THE NW 1/4 OF SECTION 26, T.3S., R.69W., OF THE 6TH PM
CITY OFWHEAT RIDGE, COUNTY OFJEFFERSON, STATE OF COLORADO
I SHEET 02 OF 03
N00*06'22"W 359
AREA RESERVED FOR FUn
R*HT-OF-A
(SEE TRACT D NOTE ON SHEET
AND SOOIV51: 299.
EASEMENT, TYP
)9oOL 0 R W1
10' x W STORMWATER EASEMENT
HEREBY DEDICATED BY THIS PLAT
R-2 ZONWO
UWPLA 7TED
a Ur4jrY AND
vom" EASEMENT, lypl
R4 #5 RIEW Wl
CAP 4S 115721
wil
STREET RIGHT-OF-WAY MONUME SHALL
MoNU' &Sf; N M 70
FINAL UFT OF ASPHALT PAVEMX VLL
BE PROVIDED BY THE CITY OF WHEAT ROM UPON REQUEST
-Pt No 157♦9
BEKilmaK
WORTH j CORNER, SECTION 2
FRO Z9 BRASS CAP
ELEVATIONS ARE BASED ON THE COY OF WHWI RIDGE ON JPHAC
PLS# 13212 IN RANGE BOX
I A CRY ♦ WHEAT RID" 11/16 STAftESS STEEL ROD 1 2 FOOT
LONG WITH SLEEVE AND DATUM ACCESS COVER,
STATE PLANE COORD
A1 LATN3T46`09,72O504*
u
ELEVATION - 54 FEET (NAVD OAT M
F- LON'WIOS'04'53.207629*
CITY OF WHEAT RIDGE DATUM
U&S QE OFMINQ5.
*70582148
E. 184+125
BEARINGS ARE BASED ON THE SOUTHERLY LINE OF THE
NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 3 SOUTH, RANGE
69 WEST OF THE SIXTH PR94CPAL MERIDIAN BEAR N 89*45 ' 02 'E
BETWEEN THE WEST QUARTER CORNER BEING A FOUND 3 %*
ALUMINUM CAP PLS # 13212 IN RANGE BOX AND THE CENTER
QUARTER CORNER SONG A FOUND 3 34 ALUMJNUU CAP PLS #
132t2 IN RANGE BOX,
rl
N
CHAIN LINK FENCE
--------- BARB #ARE FENCE
PROPOSED
PROPERTY LINE
RIGHT—OF—WAY LINE
SECTION UNE
ME
N
mm
JANUARY 22, 2015
NOVEMBER 3, 2014