HomeMy WebLinkAbout3340 Yukon CourtCt. ao l _� 6 2 -71&
INSPECTION RECORD
INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79
INSPECTION REQUEST LINE: (303) 234-5933 -
Occupancy/Type
/` c
Inspections will not be performed unless this card is posted on the kr6ject site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business d-4.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections Date
Inspector
Initials
Comments
Pier
Plumbing
Concrete Encased Ground (CEG)
ta SV'
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Wall Sheathing
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
ta SV'
Lath / Wall Tie
Rough Electric'
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw / Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
s% >
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
'Tor low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
i CITY OF WHEAT RIDGE
Building Inspection Division j
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: )l o F
Job Address: 0
Permit Number: <:�C)/ %
❑ No one available for inspection: Time 0 .30 AM/PM
Re -Inspection required: Yes( No
When corrections have been made, call for re -inspection at 303-234-5933
Date: 7' �L� % 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 rtype:
Job Address: 3 U o
Permit Number:
qtj 12 r C,
11 L2 �f �� <. ( L L
❑ No one available for inspection: Time AM/PM
-Inspection required: SY No �71 wU
''When corrections have been made, call for re -inspection at 303-234-5933
Date: b c1 Inspector: 5V
DO NOT REMOVE THIS NOTICE
City of Wheat Ridge
/ Residential Roofing PERMIT - 201702716
PERMIT NO: 201702716 ISSUED: 06/27/2017
JOB ADDRESS: 3340 Yukon CT EXPIRES: 06/27/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration Storm asphalt
shingles with 27 Sq.
*** CONTACTS ***
OWNER (615)429-4749 LICKING NICOLE J
SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,275.00
FEES
Total Valuation 0.00
Use Tax 257.78 R..
Permit Fee 251.85
** TOTAL ** 509.63
*** 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 A�5-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 manufacturera€'"s 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's 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.
PERMIT NO:
JOB ADDRESS:
JOB DESCRIPTION:
City of Wheat Ridge
Residential Roofing PERMIT - 2017027t6
201702716
3340 Yukon CT
Residential Re -roof
shingles with 27 Sq.
ISSUED: 06/27/2017
EXPIRES: 06/27/2018
to install Owens Corning Duration Storm asphalt
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 permrt. I further attest that I am legally 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.
Signature of OWNER or CONTRACTOR (Circle one) Date
I . Thispermit 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, an violation of any provision of any
applicable code or;any ordinance or regulation of this jurisdiction. Approval of work is subject to fyeId inspection.
r"
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 G 2.7 ip
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 15, 2017 1:00 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
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 3-5 business days, subject to change based on volume. vjlG W-wV-r
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
3340 YUKON CT.
NICOLE LICKING
615-429-4749
NICOLEJL(@GMAIL.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(EDgmail.com
(permit pick-up
instructions will be sent
to this email)
Retype Contractor Email newvisionroofCo)gmail.com
Address
DESCRIPTION OF WORK
Are you re -decking the No
roof?
Description of Roofing OWENS CORNING DURATION STORM
Material
Select Type of Material: Asphalt
If "Other" is selected Field not completed.
above, describe here:
How many squares of the 27
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?
N
TOTAL SQUARES of all
roofing material for this
project
Provide additional detail
here on the description of
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
27 l/
REROOF HOUSE AND ATTACHED GARAGE 8/12
Project Value (contract 12275.00
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
CUSTOMER AGREEMENT
ACCREDITED
BUSINESS
Contingent upon Insurance approval BBB,
New Vision Roofing & Exteriors LLC
7380 W. Calahan Ave, Lakewood, CO 80232 New -Vision -Roof!ng.Com
303-917-0628 Bob@New-Vision-Roofinq.com Licensed & Insured, BBB Accredited
Property Owner
Email
Date JJ
L /It'�et�a
Street Address
Estimator_`
City, ST( ZIP
Insurance Company
Home Phone
Work Phone
Claim #
• • • 4 Fuld Partial Repair
{~ 1
Damage: 11-,,y s no Type:
HOUSE GARAGE PATIO SHED SHED2
Roof Type:
Drip Edge Color:
Inspect Decking .%•Inspect Flashings
lean Up & Remove Debris
Payment Options
mmm Full �fPartiaa Repair
Damage: ye no Type: 4/1' • _ t)(!% ,C
STUCCO VINYL WOOD OTHER:
Style:
Full
5" �R�es 6" —Cc
Lf:� i4 I
Color:
Partial Repair
mm. Alum. Steel
i 4,+.
Color: wrli
Work to be completed according to the above specifications in the amount of:
(not,to ipclude insurance supplements, permit costs or any unforeseen construction costs)
Balance due upon completion ❑ Cash sale
! INSURANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full
replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the
insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by
the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all
specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner
except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan
to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive
written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final
contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner
until roofing materials delivered at site or a majority of roofing work has been performed.
I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement.
Homeowner's Signature: 1. 7 ;---'' Date of Acceptance:
� Ar
Homeowner's Signature: NVR Signature,
,Ilk,
1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of
title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise
to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the
covered residential property.
2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A
copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600.
3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90)
days.
4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted
construction guidelines, while adhering to local codes in effect at the time of contract.
5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon
completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors.
6. All excess materials remain the property of New Vision Roofing & Exteriors.
7. Homeowner is responsible for Homeowner's Association approval of roofing products and colors.
8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors
will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (O&P) if approved by the insurance company, as part of
the claim.
9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will
earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing &
Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred,
including attorney's fees.
10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's
lien on the contract property.
11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire,
hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company.
12. Our standard workmanship warranty for roofing is five (5) years.
13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive
wind, ice or hail during the period of the warranty.
14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you
plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72
hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part.
However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors
for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision
Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable
to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72
hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by
the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is
not a penalty, but is fair and just compensation for services rendered to that point.
15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the
driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held
responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing
skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing.
16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or
any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be
charged as extra on a time and material basis.
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
COML
City of Wheat Ridge Municipal Building 7500 W. 29" Ave.
January 23`d, 2017
Owner/Occupant
3340 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 201600310 (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 pians 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. 29th Avenue in Wheat Ridge.
Cordially,
Melissa Mackey
Senior Permit Technician
7500 W. 29th Avenue
Office Phone: 303-235-287
Fax: 303-237-8929
City of
heat l �e
COAAA1UM,rY DEVELOPMENT
w.ci.wheatridge.co.us
CITY OF WHEAT RIDGE
Building Inspection Division
/ (303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
Inspection Type
INSPECTION NOTICE
Lei
Job Address: 3 3 V 0 �( Lc Lo„, C -+-
Permit Number: :)-01 IPU 1 -3:33
❑ No one available for inspection: Time i � • 10 AM/PM
Re -Inspection required: Yes 6D
*When corrections have been made, call for re -inspection at 303-234-5933
Date: (- 3 —1"I
Inspector: V-_
DO NOT REMOVE THIS NOTICE
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INSPECTION RECORD
INSPECTION REQUEST LINE: (303) 234-5933
Occupancy/Type
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 I Date
Inspector Comments
Initials
_
Pier
_
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour Concrete Prior To Approval Of The Above Inspections
Underground/Slab Inspections
Date Inspector Comments
Initials
Electrical
Comments
_
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections
Rough Inspections
Date
Inspector
Initials
Comments
Wall Sheathing
Mid -Roof
Lath / Wall Tie
Rough Electric "
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Insulation
Drywall Screw /Nail
Final Inspections
Date
Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.Inspections
from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
-�«I 7
NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
*For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
**For Inspection Time Window Requests — Please email insptimereauest(aci.wheatridge.co.us by 8:00 A.M. the day of the
inspection with the property address in the subject line of the email.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
w,
�.1 CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: / s
C- e
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
*When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector:
DSO NOT REMOVE THIS NOTICE
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O"ER/CONTRACTOR SIGNATURE OF UNDERSTA"ING AND AGREEMENT
... ..#.. thatthesetbackdistances # ##-# # AthisPerinitapplicationare accurate a
&.:.:: •A not # . applicable #.. 3 +':ww. is
regulations #.the CityR Wheat
. Ridge or
accurate; that I have read and agree to abide by all conditions printed on this application
and assume full responsibility for compliance
with applicable City ofWleat Ridge codes and ordinances lbr work under any pennit issued based on this applicatiow, that I arn the legal owner
or have been authorized by the legal owner of the property to perfbim the described work and am
•
lso authorized by the legal owner of any
entity included on this applicati on this application.
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GRAPHIC SCALE V-10
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DosseylSudik
STRUCTURAL ENGINEERS
September 21, 2016
Yukon Grove, LLC
Mr. Bob Nettleton
P.O. Box 102563
Denver, CO 80250
RE: Structural Analysis
Yukon Grove Subdivision
Wheat Ridge, CO
Plan A — Including the following addresses
3320, 3330, 3340, 3341, 3351, & 3360 Yukon Ct.
Dear Mr. Nettleton;
At your request, this office performed a structural analysis for the above listed residence. The purpose of the
analysis was to review and provide recommendations for the conditions described below. The pertinent information
regarding the analysis is as follows:
POST CAP MODIFICATION
It has come to the attention of this office that the front porch beam to post connection was modified to be a
concealed connection. The two 4x8 beams were mitered over the 6x6 post. Leger loks were installed through the
post and into each of the beams. Analysis by this office shows that the existing condition is structurally acceptable to
support the applied loads. No modifications are required.
Please contact our office if we may be of further assistance.
Sincerely,
�lI Iva0�
Jamie Doerr
Project Manager
O�0O LlgF;-N
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37653
4/ONA%-
Dave
Dossey, P.E.
Principal
6025 S. Quebec St., Suite 375 Centennial, Colorado B01 11 303.996.0208 303.477.5680
�1
C
DosseylSudik
STRUCTURAL ENGINEERS
September 21, 2016
Yukon Grove, LLC
Mr. Bob Nettleton
P.O. Box 102563
Denver, CO 80250
RE: Structural Analysis
Yukon Grove Subdivision
Wheat Ridge, CO
Plan A — Including the following addresses
3320, 3330, 3340, 3341, 3351, & 3360 Yukon Ct.
Dear Mr. Nettleton;
At your request, this office performed a structural analysis for the above listed residence. The purpose of the
analysis was to review and provide recommendations for the conditions described below. The pertinent information
regarding the analysis is as follows:
POST CAI' MODIFICATION
It has come to the attention of this office that the front porch beam to post connection was modified to be a
concealed connection. The two 4x8 beams were mitered over the 6x6 post. Leger loks were installed through the
post and into each of the beams. Analysis by this office shows that the existing condition is structurally acceptable to
support the applied loads. No modifications are required.
Please contact our office if we may be of further assistance.
Sincerely,
Jamie Doerr
Project Manager
�00 LlCF'V
o� s
:4
37653
Dave Dossey, P.E.
Principal
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6025 S. Quebec St., Suite 375 Centennial, Colorado 80111 303.996.0208 303,477.5680
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04
City of Wheat Ridge
Single Family - New PERMIT - 201600310
PERMIT NO: 201600310 ISSUED: 03/31/2016
JOB ADDRESS: 3340 Yukon CT EXPIRES: 03/31/2017
JOB DESCRIPTION: New single family home -1263 sf with 512 sf basement finish.
***
CONTACTS ***
FEES
Total Valuation
OWNER (303)594-9145
YUKON GROVE LLC
611.08
Use Tax
GC
(303)598-4967
Robert L. Nettleton
150101
Nicholas Custom Homes, Inc.
SUB
(303)680-7484
Delmar Electrical
018323
Delmar Electrical Contractors
SUB
(303)287-1846
Joy Valentine
021169
Cool Sunshine Heating & A/C
SUB
(303)472-7074
Nathan Stickley
150262
Stickley Plumbing
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: /
SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 /
*** FEE SUMMARY ***
ESTIMATED PROJECT VALUATION: 215,689.00
FEES
Total Valuation
0.00
Plan Review Fee
611.08
Use Tax
3,882.40
Permit Fee
1,880.25
Engin. Review Fee
150.00
** TOTAL **
6,523.73
*** COMMENTS ***
*** CONDITIONS ***
SH: Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and
all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
MR: Prior to issuance of CO for individual homes, the following landscape improvements
shall be installed in the front yard of each lot: one (1) 1.5" caliper deciduous or
ornamental tree or one (l) 6-8' evergreen tree; eight (8) shrubs; 5' border of 1.25" river
rock adjacent to the foundation; sod; and an automated irrigation system.
As part of the foundation inspection and PRIOR to the first framing inspection, a
completed, signed and sealed, Foundation Setback and Elevation Certification shall be
submitted to the City for review. The certification form shall be fully completed by a
Professional Land Surveyor licensed in the state of Colorado, stating that the foundation
was constructed in compliance with all applicable minimum setback and elevation
requirements of the City.
Prior to project completion or granting of a Certificate of Occupancy, an As -Built Survey
or Improvement Survey Plat shall be submitted to the City.
RECORD
JINSPECTION REQUEST LINE: 303 234-5933
Occupancy/Type
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
Electrical (Underground)
Foundation Inspections Date
Inspector
Initials
Comments
Sewer Service (Underground)
Monolithic Slab Reinforcement
Water Service (Underground)
Caissons
Plumbing (Below / In -slab)£
Concrete Encased Ground (CEG)
-
Heating (Below / In -slab)
Footing/Stemwall P.E. Letter
Final Building/Frame
Do Not Pour Concrete Prior To ADDroval Of The Above Insnections
Underground/Slab Inspections
Date
Inspector
Initials
Comments
Electrical (Underground)
- 9 -!
7. �� - E• �,��
mt 2 y" Q 1-4
Sewer Service (Underground)
- -- j('
Water Service (Underground)
-27•-/�
Plumbing (Below / In -slab)£
-
-
Heating (Below / In -slab)
Do Not Cover Underaround or Below/In-Slab Work Prior To ADDroval Of The Above inspections
Rough Inspections Date Inspector Initials
�—�
Comments
Wall Sheathing
Roof Sheathing
Lath / Wall Tie
a / 6
Final Inspections
Rough Electric
Rough Plumbing
Rough Mechanical
LGas Piping
7. �� - E• �,��
Comments
Do Not Proceed Without Awroval Of Above Rouah Insoections
Rough Framing
Insulation i j.� / (,
Drywall Screw / Nail . 3"
Final Inspections
Date
Inspector
Initials
Comments
Final Electrical
- -- j('
Final Plumbing
-27•-/�
Final Mechanical
-
2 -7 -Roof
Final Building/Frame
iL
Vic(`
Landscaping & Parking ! Planning Dept.
—
q - Z-1 - �k'
i= -
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.
4,;7 /r
Fire Inspection / Fire Protection Dist.
"Note: All items must be completed and approved by Plar?ning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
V i CITY OF WHEAT RIDGE
91 Building Inspection Division
�(303)
(303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: 3 r
Job Address: 33L(v y U <<O7y r
Permit Number: 2 o/ G D o3 / U
10C t4i 11 6f fek
.�74P
❑ No one available for inspection: Time / ��� M/PM
Re -Inspection required: Yes
*When corrections have been made, call for re -inspection at 303-234-5933
Date: Inspector: ) f7
DO NOT REMOVE THIS NOTICE
rot%.
uossey I Sud *1 k
ST R U C T U R A L. E N G I N E E R S
June 2, 2016
Nicholas Custom Hornes
PO BOX 100068
Denver, CO 80250
RE: Footing and Foundation Wall Observations,
3340 Yukon Ct.
Dear Mr, Nettleton;
On April 26, 2016 a footing observation was performed and on May 3, 2016, a foundation wall observation was
performed on the residence listed above, The applicable information concerning the observations is as follows:
SPREAD FOOTINGFOUNDATION OBSERVATION — 2& 2016
The footing widths and depths were formed according to the contract documents. Property sized horizontal reinforcing
was provided continuously in the forms. The reinforcing steel for the footings was properly lapped and tied and had been
placed in the forms prior to concrete placement, Footing dowels were on site. Footing forms were placed on undisturbed
natural soils and were clear of debris and loose soil.
FOUNDATION WALL REINFORCING OBSERVATION —
"rhe foundation walls height, thickness and reinforcing were formed according to the contract documents, Reinforcing
was placed to provide adequate cover and was properly lapped and tied. The anchor bolts were on site and sized
according to plan. The foundation forms were centered over the spread footing foundation system, Vertical dowels
extended from the footing into the foundation wall at 24" on center. The foundation forms were clear of debris and loose
soil.
Please contact our office if we may be of` further assistance.
Observation By:
Bruce D. Kin
6025 S, Quebec St, Suite 375 Centennial, Colorado 80111
4/
Approved B
37653
Dave W. Dossey, RE,
mm
303,9960208
30147T5680
11, ip-;i
'FIZZ
Colorado Geoscience and Design Job. No. 15-394
CONSTRUCTION SITE ADDRES& 3340 Yukon Court
Jefferson County
Colorado
OWNER/BUILDER NAME, ADDRESS- Yukon Grove LLC
P.0, Box 102563
Denver, CO 80250
I/we hereby state that observations were made as indicated below and that the items observed were found to be in
substantial compliance with the plans and specifications designed for this project and the site where it is
constructed,
Date Observed by:
4/25/2016 EXCAVATION OBSERVATION AC
SOIL REPORT INFORMATION: COLORADO GEOSCIENCE AND DESIGN INC
15-394
NOT VALID WITHOUT ORIGINAL SIGNATURE
iiiiiij 1116
I =0 0 m!] 0 mgm M # =* M M*#• - z •A 1w
MM
CONSTRUCTION SITE ADDRES& 3340 Yukon Court
Lot #17 Yukon Grove
Jefferson County
OWNER/BUILDER NAME, ADDRESS: Yukon Grove LLC
P.O. Box 102563
Denver, CO 80250
trat-a-rt-ecenTs t* 46 rn
substantial compliance with the plans and specifications designed for this project and the site where it is
constructed.
Date Observed by:
5/14/2016 DRAIN & DAMPPROOFING AC
SOIL REPORT INFORMATION: Colorado Geoscience & Design Inc.
15-394
Observations
Reviewed by:
10,
NOT VAI AD WITHOUT ORIGMAL SIGNATURE
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:
Job Address: 3,3,L D y t-4 (cc c -r
Permit Number: 20 f 6 o0 3 010
q., /0
n ., : 20A ; to
Ve't S C /Q i0
❑ No one available for inspection: Time /PM
Re -Inspection required: oesNo
*When corrections have been made, call for re -inspection at 303-234-5933
Date: C) -Z7
Inspector
DO NOT REMOVE THIS NOTICE
A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: t `/ i rvt r r , ?F / E i11 'Z
Job Address: 33 -lo yU icoN c -t'
Permit Number: 20/4 00 3 i b
up`� It /avr+ i Pe P;�� 6�C I P S n �Pd ,%JOwP. y. C�
ZP.p 4- e f e okr �•X 4,.r_ 6 -in, ew
�L4M,'�_ r�<,� C/ I ulP l� c,r�oNf �v�Pi �2P�.(70or►�
mtcl.un.ct �•^ti�'r) f •�t 5� fcAen F!C 4`i31-1
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to '4e••�*�4,0� `� �rv�/,cit ,a e,
c1 rri i .l I f� On n f 0 /l Gl Il' o.� P� c <c1 yr `�J4 !P
❑ No one available for inspection: Time /L2 AM/PM
Re -Inspection required: DesNo
*When corrections have been made, call for re -inspection at 303-234-5933
q 26-f 4 �
Date: J Inspector: ct
DO NOT REMOVE THIS NOTICE
Mnon"NE1 , # U
ILIM 10
l-Ily 01 W 11
flundrer ollars ana zero cents pX,,S4FU.V1frU ocingriclu yt e Ily
landscMping is competed at
KREMM
In the event that front yard landscaping by October 31, 2016, 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.
The only precondition to the City's tight to withdraw the funds for this purpose shall be a
letter from the Community Development Director, stating that the improvements have not
been completed or provided and that the compliance date of October 31, 2016, has
expired.
Approved and Agreed:
1--o"Orat CAntrai-Mr.
b
Date Title
M= I ME UIM- NO 1
By:
Title:
Date:
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Plan Review fte.-
QW, State, ..
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far ngi , er E-mail: c i lei i
Contractor.*
Contractors City License 0 Phone:
Contractor E-mail Address:
Electrical: 4"7 _
W.R. {amity License #
Other City Lice Sib.
City License
a
Mechanical, f off, � %A s.AN
45�—
W.R. City Li
NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE
EW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
COMMERCIAL
COMMERCIALRESDENTIAL ADDITION
ACCESSORY
r yy WINDOWREPLACEMENT f
MECHANICALUCTURE (Garage, shed, dft*, etc.)
RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
SYSTEM/APPLIANCE
M dr# • 1R #Ilt o REPLACEMENT
y /M #
PLUMBING SYSTEM/APPLIANCE
•MG# M • #Mr... or yyF M
LACMENT
ELECTRICAL
_ # REPAIR
1y #AF REPLACEMENT
e #1 #
-OTHER (Describe)_______
177,
Sq. FULF
Amps
Squares Other
Prelect V414O.- (Contract value or the cost of AlLmaterials and labor included in the
Sam i •
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City of SINGLE FAAHLYIDUPLEX
lf�R I ril I' W h6at P"�'Oge BUILDING PERMIT A PPLICA TION RE VIEW
'UBLIC WORKS
Date: _VAPk___
Location:
_ ?,a
ATTENTION: BUILDING DIVISION
I have reviewed the submitted application documents to construct a
located at the above referenced address. Please note the comments checked below.
Drainage:
a, Drainage Letter & Plan required: —Yes No
K Site drainage/grading plan have been reviewed and are: OK referto
Public Improvements required & to be completed with project: stipulationr),
a. street paving./patching: — Yes No — Completed
b. curb & cutter: — Yes No — Completed
c. sidewalk: — Yes No — Completed
d, Other (specify): — Yes No — Completed
For items not constructed, the amount of funds taken in lieu of construction: $
Does all existing roadway/alley R.O.W. meet the standards of the City: V_ Yes No
If not, what is required?
If R.O.W. is required, has the deed been received: Yes No (see Note below)
NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy.
4. -,V- ALP—ROVED: The Public Works Department has reviewed the submitted material and hereby approves
this Permit Application, subject to the stated requirements and/or attached stipulations.
irzcirrre Mark Van Nattan
S. 1# NOT APPROVED: The Public Works Department has reviewed the submitted material and does not
approve this Permit Application for the stated reasons}:____
Signature Mark Van Nattan
6. -L Stipulations:
Em
7. --)1— A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be
required prior to the issuance of the Certificate of Occupancy.
S. NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULTOF PROJECT
CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE
ISSUANCE OF TI -IE CERTIFICATE OF OCCUPANCY.
--tPLJBLJC WORKS
Cite of feat Ridge Municipal Building 7500 W,29"' Ave. 'heat Ridge, CO 80033-8001 P: 3€13,23 5,2861 F, 303,215Z57
Date. -A�
Location of Construction:
Purpose of Construction.-
Commercial
ons ct on. -
n cal
(Kequired ofall projects for document processing)
multi -Family ly
$50.00
:commercial Rvic °Fees»
Review of existing or minimal technical documents, ---."... ... $2 $2KOO
Initial review'of technical civil engineering documents
(Fee includes reviews of the lea and 2nd submittals): . ......... .......... 600A0
Traffic Impact Study Review Fees
(Fee includes reviews of the I" and d submittals):.. ......... $500.00 l
Trip Generation Study Review Fee:... ........ 20().Otl
0 & M Manual Review & SIA Recording Fee- ..... .......... ......... 1001
'
Each Application will be reviewed by staff once and returned for changes, if after review of the second submittal changes have
not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject
to the following Resubmittal Fees:
'`'submittal (r', initial review fee):..,,: ......... ......... ........ ....:..:. $300.00
4`'' submittal (faoll initial review fee):.......... .... ... 6001 0
.All subsequent submittals: ........... ......... ......... .................. $600.00
(.Full initial review fee)
TOTAL REVIEW FEES (due at time of Building Permit issuance): CiL�
PLFASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAI, LICENSINC,
AND PFRMITTING FEES RFQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC
ragran.a AVhrgatridge.co,us
"fyof'
1 3 9 l& i t t." W to It
City of Wheat Ridge Municipal Building 7500 V 20 Ave. Wheat Midge, Co 80033-800 P: 303.235.2861 F: 3013.235.2857
NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
AT � ADDRESS:
Dear Contractor:
In conjunction with the approval of the building permit application for the above referenced
address, this letter is to inform you that all existing public improvements located along the
frontage of said address shall be restored, (if damaged from related construction) to an
acceptable condition, as determined by City of Wheat Ridge public Works Department, and prior
to the issuance of a Certificate of Occupancy.
Prior to any constructi
Rev. 00/2014
IffliflaROMM Mim, 11 1
Address: D Zoning:
Lot Size: s (s ,0 sq. ft. Lot Width:
Property in the flood plain's
if yes, add suneying condition FID.
Type of project (applicable survey conditions in parenthesis):
Maximum Lot Coverage:
�0 '74 %
Existing Improvements:
Proposed Improvements:
House:
sq. ft.
Hause/addition:
sq. ft.
Shed:
sq. ft.
Shed:
sq. ft
Detached garage:
sq ft,
Detached Garage:
sq. ft.
Other:
sq. ft.
Other:
sq. ft.
Total Existing sq. ft Proposed Existing sq. ft
Lot Coverage % Lot Coverage %
Required Setbacks: FR S S R
Provided Setbacks: FR _J
___�_ S I S S, Z' R
For additions or new construction, is the structure within 2 feet of minimum setbacks?
If yes, add suneying condition FND,
Maximum Height: —,-,5--, ft. Maximum Size: sq. ft.
Proposed Height: ft. Proposed Size: sq. ft.
Parkland- If the permit is for new construction, have parkland dedication fees been paid?
If no, add condition PFEE, notify owner, and notify building division,
Streetscape: Does the permit result in any of the following conditions?
Ll Construction of new roads Ll Platting of new lots
Cl New development U Additions that increase floor area by 60% or more (see fortnula)
(proposed floor area I,,,----.--,.,-- -- existing floor area-________) / existing floor area inc,
If any box is checked.. .
SF/DUPLE,X----- Is there existing U Curb U Gutter L15 -foot sidewalk adjacent to the property'?
If curb, gutter or sidewalk is on issing, streetscape construction or fees -in -lieu will be required.
MULTIFAMILY—Does the frontage meet current city standards?
mm
If not, strectscape construction or fees -in -lieu will be required.
T-'ees-in-lieu oNedication or construction are clue at the time the permit is issued.
Geoscience & Design, Inc.
R0. Box 68 Franktown, Colorado 8o1i6 - Phone: 303.688.2150 - Fax: 303.688.1295 - CoGeoDesign
SUBSURFACE INVESTIGATION
ml
I II lI I 'I I I I
:III u 1111 1 111 1 1
WE
TON
JU1Y 23, 2015
po
%
13
0
304
lot
L
NOT VALID WMiCIL7
0 RIGINAL SIGNATU, RE
CrEOTECHNICAL STRUCFURAL 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 I
Log of Test Holes
Figure 2
Swell / Consolidation Charts
Figure 3
Summary of Laboratory Testing
Table I
Details of Foundation Drain System
Detail 1
Foundation Grading Detail
Detail 2
Appendix
Information about the Report
Subsurface Investigation
Yukon Grove, LLC
Colorado Geoscience and DesLqn, Inc, Report No. 15-394
At the present time at the site is vacant. It is our understanding a single-family
residence with a basement is planned for the site. The proposed structure will consist
of wood framed construction with a steel reinforced concrete foundation, We anticipate
the foundation loads to range from 1,000 to !!• per lineal foot of foundation
wall.
If the type of construction changes from that specified above, please contact this office
for additional recommendations and/or requirements.
Subsurface Investigation
Yukon Grove, LLC
Colorado Geoscience and Design, Inc, Report No15-394
ITUR
44V*4�
Failure to follow the observation requirements noted herein may jeopardize the
success of this construction project and shall absolve Colorado Gooscience, and
Design Inc. from any and all responsibility for any damages arising from the
failure to obtain proper site observations.
Based on our evaluation of the subsurface conditions, we recommend the proposed
single-family residence be founded on continuous concrete footings and pads. A
professional engineer should use the following design criteria to design the foundations,
MUM
N
Subsurface 9nvesfigafion
Yukon Grove, LLC
Colorado Geoscience and Design, inc, Repoft No, 15-394
is estimated that total structural settlement will be on the order of V and
differential structural settlement will be on the order of Y2",
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 stab 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 manufacturer's
recommendations for subsoil and stab construction and moisture testing prior to
installation.
Colorado Geoscience and Design recommends that steps be taken to re -du the
possibility of intolerable concrete slab movement due to changes in water content,
Properly landscaped yards, drainage from the foundation walls, and the installation of
perimeter and/or under slab drainage systems are ways to mitigate changes in the
water content of the indigenous soils (See "Surface Drainage").
M
Subsurface Innes figation
Yukon Grove, LLC
CoWado Geoscience and Design, Inc, Report No, 15-394
Representative Percent Swell
,000 psf Surqhar
0 to <2
4 to <6
a
Note� the representative percent swell values presented are not necessarily measured values"
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.
grade floor, the following steps shall be part of the concrete slab design:
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,
11
Subsurface Investigation
Yukon Grove, LLC
Colorado Geoscience and Design, Inc. Report No. 15-394
If a forced air furnace is Used, a 2" flexible connection should be installed
between the furnace and the duct.
Expgnsive soil is not suit,able for backfill material adjacent to the foundation
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
Subsurface Investigation
Yukon Grove, LLC
Colorado Geoscience and Design, ine, Report No, 15-394
foundation elements is the major cause of foundation stress, therefore proper
installation of the perimeter drain is very important.
The backfill soil around the foundations should be moistened and well -compacted in 12 -
inch maximum lifts with hand operated mechanical compaction equipment to prevent
future settling, Controlled puddling of the backfill soils is not allowed.
I
Subsurface Investigation
Yukon Grove, LLC
Colorado oscience and Design, Inc, Report No. 15-394
Changes in site grading by landscapers or property owners can have damaging effects
on foundations and concrete basement and garage slabs -on -grade. It is the property
owner's responsibility to control water and maintain the site to prevent infiltration near
foundations. Additionally, it is the property owner's 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 sloped or
benched at a 1/2H to 1V 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.
Most counties in Colorado have average radon levels (measured in homes) above the
U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987-
1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular,
generally have elevated levels of uranium,
Radon tends to accumulate in poorly ventilated areas below ground level, and can
accumulate in above grade construction as well, Providing increased ventilation of
basements and crawl spaces and sealing 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 constricted 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.
I
Colorado Geoscience and Design', Inc. PROJECT� Subsurface Investioation JOB NO: 15-394
CUENT'. Yukon Grove, LLC
Log of Test Holes LOCATION'3340 Yukon Court, Jefferson Cou2ty, Co[qrado_____
_
DRILLING METHOD: 4" Continuous Right Auger
100 El. 100 100—
Clay, very sandy, stiff,
A moist, brown -
9112C.
96—
Fine-grained sand, clayey to
very clayey, medium
dense, dry to slightly moist,
light brown
x9112
—92 92—
K
M
JR
Uj
M
M
MN
E
Is
88 d
I
_n
841 %
80
Um
In
Notes: Where Appiicabie
1, xly indicates that 'Y' number of blows of a 140 -pound hammer falling 30a- T indicates ground water encountered during the driffing
inches are required to drivIn. Indicates ground water encountered after 24 hours.
e a 2 -inch diameter sampler 'y" number of inches, 1
2, Indicates death at which soil samples were taken, c. Indicates auger refusal d indicates <
98=
100 300 im 3M 5M 10M 20,000 230000
APPLIED
Test Hole No,1` Soil
+
100 300 im 3M 5M 10M 20,000 23,000
APPLIED
Test Hole No, Idie t ' Soil Qri tire: inti i t0 i i
t0 iii ht! rr0it ii 0
100 300 im 3M 5M 10M 20,000 23,003
APPLIED(
Test H th 4" Soil
to h rrr
0
'mak:
BOT"
;3,.RACE `41ALLS, I I I
P,RiOR TO BACKFUJNG
CXl)N,lCR.'.-.'fE GRI -,"DE BEAM
F I LO(OR SLAEB
EXPANSION JO�NT
WELL SLOPED
Io FT, MIN,
rl
12 " PER
DO NOT DIKE' li'41-i'll
SOD OR EDC3ING"
Tor" Oz� K—L-COMPACTE0
BACKFILL.
ERATELY C0M..,PACTE-,-,D
SACK ]Ll.
4" MIN, -Zl=
NIPPROO'FiNG
POi'-YETHYLENE CLUED TO WALL
AND EXIENDED ALONG THEE
BOTTOM OF THE EXCAVATION,
511 BUR-DiNG FEL. -F
fr
3/4" TO 1 1/2" CLEAN GRAVEEL
4" UAMETER PERFORATED PiP.E,
D M N PIPE 1/8" PER F001 10
,�----q\�'--,-SLOPE
12" MiNDAYUGHT, OR TO A SUMP PIT, �F TO
DAYLIGHT, COVER END WiTH SCREEN.
BACKFILIL AROUND
THE FOUNDATION Sll-iOULD BE MOISTENED AND
COMPACTED AND
THE FINAL GRADE SHOULD BE WELt SLOPE"D TO
PRECt-LIDE PONDING
OF RAINFALL, IRR�GATION WATER, AND S),N�ow
MfEll AD1,11AC'ENT TO
FOUNDATION WALLS,
CAUTION:
DO NOT DIKE OR IMPEDE
THE FLOW OF WAIER AWAY FROM FOUNDATION
WALLS WITH SOD,
I
EDGING OR DECQRATAVE GRAVEL AND P0LYET+-,iYL,-vE.4-NE,
DOWNSPOU'll-S AND
SILL COCK'-' SHOULD DISCHARGE INTO SPLA& --i
BLOCKS OR LON(".13
EXTENSIONS.
DRAIN SYSTEM BELOW GRADE
AND BACKFILL DETAILS
(FOR FOOTING FOUNDATION)
DEETAH- I
I
a
I A
C)UND,40-10N GRADING i")EIAHL-
9�6PE A VAY FROM
FOUNDAT�ON.
-,**------FOUND ATI ON WALL
A
NOTE:
1, PROVIDE A MINIMUM SLOPE OF 6" IN THE
FIRST' 10'-0" FROM HOUSE (101%).
2, DOWNSPOUTS AND EXTENSIONS SHOULD
EX T, __'N DED 5'-0" BEYOND T�lEE FOUNDA70N,
m
APPENDIX
Important Infonnation about the Report
The data collected by Colorado Geoscience & Design, Inc, during this
investigation was used to provide geotechnical inforniation and recommendations
regarding subsurface conditions on the site investigated, the effect of those conditions on
the proposed construction, and the foundation type for the named client. The
�r •
Page I of 3
Table 1 presents the relative classification criteria for the percentage of expansion relative
to the initial sample height, at the indicated surcharge pressure.
Sivell Potential Chart
FSAWATELL POT�ENTIAIL AT 1,000 LBS, CLASSIFICATION
it to 0, on -e pansive ery low
dx o 1 �,��% Low
t
.. �� l'�'z to r% Moderate
�'z to ��°ar It
gh
6 to 8% Very High
�..�� Greater than % �_. critical
The swell potential classifications are based on the percctitage of sell for samples placed on
swell/consolidation machines under a surcharge of 1000 pounds per sego e foot.
'rhe relative swell classification can be correlated to potential slab damage as
follows:
Low - Mirror stab cracking, minor differential movement, and heave
Moderate - lab cracking and differential movement, partial ftarning void and
furnace plenum closure.
High to eery 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
er
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 mid geotechnical engineering.
It is important to mote that measured smell 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 condition&
Surface water drainage and features
Post-constraction landscaping and irrigation
Construction details and proposed use
Local experience
Page 2 of 3
Post -construction landscaping and owner maintenance will greatly affect
structures on expansive scalls and bedrock. Typi ally, irrigated landscaping increases the
sail moisture content above the pre -constructed water content. States, pavements, and
structures significantly reduce vaporation of the seed moisture, Therefore, post-
construction
ast-constru tion heave and resulting da age to buildings and Cather improvements are likely
to occur on sites with expansive stalls because oftl high probability that subsurface
moisture content will increase h 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 scall and bedrock. The property owner, and anyone he or she plans to sell
the property to, must understand the risks associated with construction in an expansive
scan area and also must assume responsibility for maintenance of the structure. The
€ wner and prospective purchaser also should review "A Guideto Sivelling Soilsfor
Colorado Homebuyers and Homeowners, " which is a special publication (SP 43)
produced by the Colorado o Geol i al Survey to assist homeowners in reducing damage
caused by swelling scalls,
Page 3 of 3
SAVONA
Maw 0 awn Om xi
.. ,IM Xtl#Y4.ViTittl
wlmmaumm
W ., . A, •
Report SEG 0216-025 - Page 2
DISCLAIMER
'rhe following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8
calculation procedure. `Fhe calculations are based on the information given to Savoy Engineering Group in
the form of drawings, sketches, and interviews. In certain cases, Savoy Engineering Group may make
assumptions about design conditions that may or may not be accurate for the location of concern. It is the
responsibility of the installing FIVAC contractor to verify the design conditions before equipment purchase
and installation.
Any load calculations provided in the following pages are based upon information provided by the party
submitting a particular project to Savoy Engineering Group. Savoy Engineering Group has not and does not
independently verify that the data provided to Savoy Engineering Group is correct or complete, and any
calculations made by Savoy Engineering Group are based upon the information provided by third pat -ties.
Savoy Engineering Group makes no claim that the information given to us is correct or complete.
Savoy Engineering Group utilizes WrightSoft Residential 15.0 which is an RCCA Certified and ASHRAE
recommended computer program to determine the heating and cooling loads presented in this report, and is
therefore very accurate. If the information given to Savoy Engineering Group is accurate, and the building
is built as per the plans submitted, then the load calculations presented in this report can be assumed to be
accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing
and selection.
Savoy Engineering Group does not provide architectural or engineering plans or diagrams for the public or
for use by contractors or construction companies as final "construction documents'. Savoy Engineering
Group works with architectural and engineering firms and with contractors in connection with their designs
of heating and air conditioning systems.
If the FIVAC duct layout installed on-site DOES NOT match the Manual D duct design prepared by Savoy
Engineering Group, then Savoy Engineering Group cannot and will not guarantee the performance of any
altered duct design.
Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the
scope of this report must be considered prior to final system selection and design, such as: exact equipment
availability and selections, system controls and location of controls, system air distribution and cycling,
Uniform Building Code requirements, Uniform Mechanical Code requirements., and many other standard
design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning
Engineers (ASHRAE).
Savoy Engineering Group therefore assumes no liability for final equipment selection or final system
design. Various modifications to the information provided to Savoy Engineering Group may have
occurred after this Design Support information was prepared, which would require that this Design
Support information be modified in order to be accurate. After reviewing Savoy Engineering Group's
report, and prior to any system purchase or installation, please inform Savoy Engineering Group in
writing of any changes which may alter the assumptions and calculations contained in this report.
Report SEG 0216-025 — Page 3
lillipiql1l �j !
Report SEG 0216-025 — Page 4
MUZ
,ii � I ;! 111�11111 I III I I � 1111111 li�!1111 11111111!111 0 .
,* The Load Analysis includes 5 people (# of Bedrooms + 1) and a 1,200 Btuh appliance load
M"°
Report SEG 0216-026 — Page 5
---- - - - ---- --
am���
• AC cooling equipment should be sized at 95-115% of Design Total Heat Gain, or the next
nominal size that is available to satisfy the latent and sensible requirements.
• Heat pump cooling equipment should be sized at 100-115% (cooling dominant climate) or
100-125% (heating dominant climate) of Design Total Heat Gain, or the next nominal size
that is available to satisfy the latent and sensible requirements unless a larger size is
dictated by the heating equipment selection.
• Listed Output Heat Capacity must be sized at 100-140% of Design Total Heat Loss, or next
nominal size unless a larger size is dictated by the cooling equipment selection.
AED Assessment
Entire House
Savoy Engineering Group
Phone: (801) 949-5337 Web: wVftload-calculatiOns,cOm IN on=
For: Yukon Grove Plan A - Farmhouse
Lot 17, 3340 Yukon Ct, Wheat Ridge, CO
Location:
Heating
Denver Stapleton Intl AP, CO, US
72
Elevation: 5285 ft
79
Latitude, 40 ON
50
Outdoor: Heating
Cooling
Dry bulb (OF) -7
95
27 (H
Daily range (OF) -
Wet bulb (OF) -
59
Wind speed (mph) 15.0
7.5
indoor:
Heating
Indoor temperature (OF)
72
Design TD (T)
79
Relative humidity
50
Moisture difference (gr/lb)
67,6
Infiltration:
MIMSIMESM
Hour of Day Aeomi,
/ A-1.9.
Maximum hourly glazing load exceeds average by 35.5%.
q,,IAEiD�, based on AED limit of 30%.
AED excursion: 376 Btuh (PFG
2016 -Feb -23 11:29:43
+wrlght$0ft Right -Suite OUniwrs-1201515.0,25RSU13868 Page I
Yukon A FH Lot 171Yukon Plan A FH , Lot 17,rup Cato = W8 House Front faces: W
Job
Component Constructions Dat Seg e: Feb23, 201 5
'e -
Entire House By: Tracy Savoy
Savoy Engineering Group
Y�teURx�t a..k g54,wwPa�lCFNa£xYeudwvxvrk
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0.045
13.0
3,56
768
4
0
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0.059
13.0
4.75
For:
Yukon Grove
Plan A - Farmhouse
200
0.045
13.0
} 4 •Yukon Ct, Wheat
Ridge,
0
0
29
(1.€159
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and tions
140
4.04
Location:
216
4.0145
Indoor:
Heating
Cooling
Denver Stapleton Int'l AP,
CO, US
62
Indoor temperature (OF)
72
75
Elevatiow 5285 ft
0.04
2
Design TD (OF)
79
20
+ 40 *N
Latitude.-
821
0
Relative humidity
♦
T
Outdoor:
3.73
3798
4.41
5
419
Dry bulb
-7
95
Infiltration:
4.75
313
Daily range ("F)
-
27 ( H
Me
Simplified
0,75
Wet bulb (*F)
-
59
Construction quality
Tight
930
Wind speed (mph)
15,0
7.5
Fireplaces
0
155
Construction descriptions
0.75
Or
957
4.045
22.01
3.56
3402
4.75
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231
4.445
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0
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0.445
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4.41
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85
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3.56
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4,75
195
192
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26.9
537
32.3
646
S 66
4.344
0
26.9
1773
17.8
1176
s 20
0.340
0
26.9
537
17.6
356
w 40
0.340
0
26.9
1074
32.3
1291
w 25
0.340
0
26.9
672
32.3
807
all 264
0.340
0
26.9
7078
20,5
5389
n 49
0.340
0
26,9
1305
12.0
584
2016 -Feb -23 11 NA3
r O . Right-SuitOD Uni
4A5 -tow 2 glazing, cir low -e outr, air gas, vnlfrm mat, cir innr, 1/2" gap, w
1/4' thk; NFRC rated (SHGC--0,27); 5,5 Ti overhang (6 ft window ht, 2 It
sep)
Doors
11 DO: Door, wd sc type w
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 cell ins, 1/2"
gypsum board int fnsh
Floors
19A-30bstp: Part floor, r-30 ins, frm fir, 8" thkns, 1/2" gypsum board int
frish
21A -20t: Bg floor, heavy dry or light damp soil, 3° depth
21A-32tBg floor, heavy dry or light damp soil, 30` depth
30 0.340 0 26,9 806 24,0 720
24 0,390 0
1293 0,020 %0
54 0.034 30.0
190 0.027 0
1071 0.020 0
30.8
749
10.8
263
1.58
2043
1,03
1327
225
121
0,57
31
213
405
0
0
1,58
1692
0
0
2016 -Feb -23 W29:43
wrlghtSOW Right -Suiten Universal 2015 15,0.25RSU`13868 Page 2
Yukon AFH Lot 17kYukon Plan A FH - Lot 17.rup Caro = MJ8 House Front faces: W
Load Short Form
t4) Savoy Engineering Grouvw
Phow(801)949-5337 Webvvvmload-calculafions.corn
'reject Information
For: Yukon Grove Plan A - Farmhouse
Lot 17, 3340 Yukon Ct, Wheat Ridge, CO
E* M
M 0 # . #
U=
Design Information
Htg C19 Infiltration
Outside db (OF) -7 95 Method Simplified
Inside db (OF) 72 75 Construction quality Tight
Design TD ('F) 79 20 Fireplaces 0
Daily range - H
Inside humidity 50 50
Moisture difference (gr/lb) 68 -45
11�W i�
Make
Trane
Trade
XB90
Model
TUCIB060A9361A*
AHRI ref
2008193
Make Trane
Trade TRANE
Cond 4TTR3024GI
Coil 4TXCB03IBC3
AHRI ref 5593965
Efficiency
92.1 AFUE
Efficiency 11.6 EER, 13.3 SEER
Heating input
60000 Btuh
Sensible cooling
20700
Btuh
Heating output
56000 Btuh
Latent cooling
2300
Btuh
Temperature rise
63 OF
Total cooling
23000
Btuh
Actual air flow
986 cfm
Actual air flow
900
cfm
Air flow factor
0,037 cfm/Btuh Air flow factor
0.072
cfm/Btuh
Static pressure
0.50 in H20
Static pressure
0.50
in H20
Space thermostat
Load sensible heat ratio
1.00
ROOM NAME
Area
Htg load
Clg load
Htg AVF
Cig AVF
(ft")
(Btuh)
(Btuh)
(cfm)
(cfm)
Master Bath
149
3212
1231
120
89
KWIC
41
0
0
0
0
Master Bedroom
186
2385
863
89
62
Bedroom 2
110
1408
528
53
38
CL 2
14
0
0
0
0
CL 3
13
0
0
0
0
Bed 3 / Study
110
1868
1613
70
117
DR/GR/KIT
516
6606
5328
247
385
Stairs
37
0
0
0
0
PNT
9
0
0
0
0
LND
8
0
0
0
0
Bath
44
934
599
35
43
Linen
8
0
0
0
0
Crawlspace
190
1140
6
43
0
Mechanicals
416
3461
512
129
37
Bedroom 4
191
2880
1423
108
103
Calculations approved by RCCA to meet all requirements of Manual J 8th Ed,
2016 -Feb -23 11:29:43
wrightSOW Right -S.4.0 Universal 2015 15A25 RSU13868 Page I
x Yukon AFH Lot 17XYukon Plan A FH - Lot 17.rup Calc = MJ8 House Front faces: W
CL 4
25
0
0
0
0
Bath 2
52
414
0
15
Laundry
48
0
0
0
0
Stairs 2
44
0
0
0
0
RSC Room
296
2079
346
78
25
G.Stair
18
0
0
0
0
Entire Mouse d
2522
26386
12449
986
900
Other equip loads
6485
1642
Equip, @ 1.00 RSM
14090
Latent cooling
0
TOTALS
2522
32871
14090
986
900
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018 -Feb -23 11:29:43
WrightSi0ft Right -suites) Universal 2015 15.0.25 RSU13M Page 2
.,. Yukon A FH Lot 17\Yukon Plan A FH -trot 17.rup Unto = MJ8 douse Front faces:
Job: SEG 0216-025
Right -JO Worksheet irate: Tracy
Feb.3206
23,206
Entire Hoose By:
Savoy Engineering Croup
Phone: (801) 949-5337 Web: load -calculations core Master Bath
Entire Nouse 22.0 ft
1 Room name 310.4 ft d 91 ftheat/coot
2 Exposed wait 8.6 If 1.0 x 148.8 ft
3 Room height 148,8 ft'
4 Room dimensions 2521.7 ft' Load
5 Room areaGoad Area (ft') Stuhj
Ty number Area (ft'} or perimeter (ft)
numbeact°sora U -value Or NiM or perimeter (ft) (Btuh)
nr (Stuhift'-"F) (Btuhfft'}
Neat Goof Gross NIP/6 Neat Goof Gross N6Pf5 Coot
Neat €s
01 0
• ••
75
376
entilation
2682
1127.
24472.
Less external a
Less transfer
Redistribution
253
Subtotal
1915
Duct loads
7
Total room load
0
Air required (cfm)_
01 0
• ••
75
376
2682
1127.
24472.
5834
253
3
1915
264
0
0
0
0
0
5
1150 0
0
Occupants @a 230
1200
Applianceslother
2935:
1162
26386
12449
0
0
0
0
3212
1231!,
26386
12449 -0%0°
0
0
�q f�
000 0% 4
3212
1231
26386'
52449
120
89
VI r7m 7AM
Entire House
--, 1-1 0.. AqI7 W,h, .—in—i—i-dnfinnq 4 nm
By: Tracy Savoy
42MIMAW, W Im-mm
I —I,-- 2016 -Feb -23 11:29A3
WrIghtSOft' Right-SudeO Universal 2015 15A25 RSU13868 Page 2
�.kon AFH Lot MYUkon Plan A FH - Lot 17.rup Cale = W8 House Front f&�es� W
`a.E'a2Ya "rva,masut'�a,�:nelms� t2.
Phnnp.- fftnil 949-5337 Web. .load-catcutat'sons.corn
..' a i..
2016 -Feb -23 11:29A317\Yukon Plan A FH - Lot ITrup Cale - W8 HouSe Front faceS� W Page 3
6MM;
jj= to
By: Tracy Savoy
2016 -Feb -23 W29:43
WrlghtOOft' Right-Suiteg Universal 2015 15,0.25 RSU13868 Page 4
... Yukon A FH Lot 17XYukon Plan A FH - Lot 17.rup Cale = MJ8 House Front faces� W
Entire House
Pump, IAAII 949.53'47 Web. vAm.load-calculations,Com
By: Tracy Savoy
2016 -Feb -23 W29
414-
• Right-SuiteO Universal 201515,0,25 RSU13868 pag
A&I, _Yukon AFH Lot Vftkon Plan A FH -Lot 17,rup Catc-W8 House Front faces: W i
Job; SEG 0216-025
Right -M Worksheet Date: Feb. 23, 2016
Entire House Sy: Tracy Savoy
Savoy Engineering Group
calculations a roved by ACCA to meet all requirements of Manual J 8th Ed,
A - - 2016 -Feb -23 11:29:43
WrI9ht9OfI,_ Right-Suit.V Universal 2015 15A25 RSU13868 Page 6
-Yukon AFH Lot 17'kYukon Plan A FH -Lot 17,rup Calc=MJ8 House Front facm W
Job: SEG 0216-025
Date: Feb. 23, 20
By: Tracy Savol
Ualcil
2016 -Feb -2311:29A3
VVr19ht9Oft* Righl Universal 2015 15,0.25 RSU13868 Page 7
Aft, ,, Yukon A F H Lot 17\Yukon Plan A FH - Lot 17.rup Calc = W8 House Front fates: W
Job: SEG 0216-025
Right -j@ Worksheet Dace. Feb. 23, 2016
i moi, x
Entire House By: Tracy Savoy
Alp
Savoy Engineering Group
Calculatio �(ACCAto meet all mii')uirements of Manual, J 8th Ed
�111 I= 2016 -Feb -23 W29
+"2015 15A25 . Peg
House
Right -JO Worksheet
Entire House
lQMA OAA-r'VA7 Wah- —i—i-nalridAfinn.q nom
By: Tracy Savoy
0
2016 -Fob -23 11 � 29
IqhtOCwW Right-Suiteg Universal 2015 15,0,25 RSU13868 Pa
A%k 17r
— 7k., AFH Lot 17\Yukon PlanA FH - Lot 17,rup Cato - W8 House Front faces: W
Job; SEG 4216-02
Right -JO Worksheet pate: Feb. 2a, 2416
iltire House By: Tracy Savoy
S,mys t^"Iz- e vs 4 as 1)
Savoy Engineering Croup
-4*- WrIghtOOft' Right-Sufteg Universal 2015 15,0,25 RSU13W
I Yukon AFH Lot 17\yuk- Plan A FH Lot 17.rup Catc . W8 House Front facm W
Right -JO Worksheet
Entire House
•
V -. v .
"
phren-tAnIIQAO,S'.VA7 Web,wv toad-calcutafionsxorn
2016 -Feb -23 11:29:
Right-SuiteOa Universal 2015 15A25 RSU13868
wrightsaft, Page
A&k ,, Yukon AFH Lot IAYukon Plan A FH - Lot 17.rup Calc = W8 House Front faces� W I
Job: SEG 0216-026
Right -M) Worksheet Date: Feb. 23, 2016
By: Tracy Savoy
Entire House
Savoy Engineering Group
444- wrightgOfr Riqht�SURKWP Universat 2015 15,0,25 RSU138613
A&, �, Yukon AFH Lot 17\YuXon PlanA FH - Lot 17.rup Calc - MJ8 f40use Front faces: W
Project Summary
Entire House
P Savoy Engineering Gro
Phone.. (801) 949-5337 Web: wwload-calcutatiOns-COM
wwwwwoux"Wan"M
For: Yukon Grove Plan A - Farmhouse
Lot 17, 3340 Yukon Ct, Wheat Ridge, CO
Notes: Joy Valentine
Coot Sunshine Heating &Air Conditioning, Inc
Weather: Denver Stapleton InVIAR CO, US
outside db
-7
OF
Inside db
72
79
OF
OF
Design TD
0,11
0.06
15
Heating Summary
27
Structure
26386
Btuh
Ducts
Central vent (91 cfm)
0
6485
Btuh
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
32871
Btuh
Method Simplified
Construction quality Tight
Fireplaces 0
i
o FEW&.
C
m
Summer Design Conditions
Heatin
Coolin
Area (ft')
Volume (ft')
2521
14598
2521
14598
Air changes/hour
0,11
0.06
15
Equiv. AVF (cfm)
27
i
o FEW&.
C
m
Summer Design Conditions
Outside db
95 OF
75 OF
Inside db
Design TD
20 OF
Daily range
Relative humidity
H
50 %
Moisture difference
-45 gr/lb
Structure
12449
0
Btuh
Btuh
Ducts
Central vent (91 cfm)
1642
Btuh
Blower
0
Btuh
Use manufacturer's data
y
Rate/swing multiplier
Equipment sensible load
1,00
14090
Btuh
Latent Cooling Equipment Load
Sizing
Structure
629
0
Btuh
Btuh
Ducts
Central vent (91 cfm)
-2304
Btuh
Equipment latent load
0
Btuh
Equipment total load
14090
Btuh
Req. total capacity at 0.90 SHR
1.3
ton
Cooling Equipment
Summary
Ils-
iy
-MME
2016 -Feb -23 11�29M
ryw Wr1ghtS0ft* Right -SuiteO Universal 2015 15A25 RSU13868
Page I
I Yukon A PH Lot 17XYukon Plan A F H - Lot 17,rup Cale . Wa House Front
faces� W
Job: SEG 0216-025
Manual S Compliance Report Date. Feb, 23, 2016
Entire House By: Tracy Savoy
Ss�,()N 1 (1 CMA[) Savoy Engineering Group
Phone: (801) 949-5337 Web: vhminad-calculations.corn
Outdoor design DB: 95.00F
Outdoor design WB: 59-OOF
Indoor design is" +V
Indoor RH: 50%
IN I W 11 0
lint a - I
Sensible gain: 14090
Btuh
II
Latent gain: 0
B► tuh
Total gain: 14090
Btuh
Estimated airflow: 900
cfm
Equipment type: Gas furnace
Manufacturer: Trane Model: TUCI B060A9361 A*
Actual airflow: 986 cfm Temp, rise: 50 OF
Output capacity: 56000 Btu h 170% of load
2016 -Feb -23 11:29:55
r* €7 Right-SufteO Universal 2015 95,0.25 RSU13868 Page I
... Yukon AFH Lot MYukon PlanA FH - Lot 17 rup Calc = MJ8 House Front faces: W
eat ng qu pment
Design Conditions
Outdoor design DB� -7VF
Heat loss: 32871 Btuh Entering coil DB: 64.6'F
Indoor design DB, 72,0'F
Equipment type: Gas furnace
Manufacturer: Trane Model: TUCI B060A9361 A*
Actual airflow: 986 cfm Temp, rise: 50 OF
Output capacity: 56000 Btu h 170% of load
2016 -Feb -23 11:29:55
r* €7 Right-SufteO Universal 2015 95,0.25 RSU13868 Page I
... Yukon AFH Lot MYukon PlanA FH - Lot 17 rup Calc = MJ8 House Front faces: W
Trunk
Grill
Ht
Clg
TEL
Design
V loc
Diam
Hx
Stud/Joist Quct
Opening (in) Matl Trunk
Jame
Size (in)
(cfm)
(cfm)
()
FFR
(fpm)
(in)
(in)
582
rb2
Ox 0
373
165
121.5
0.084
475
12.0
Ox 0
ShMt rt1
ShMt rt
rb4
Ox 0
209
151
94.5
0.109
599
8.0
'
Ox 0
0
ShMt
rb1
Oxo
404
583
65.0
0,158
546
14,0
Ox
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
(in)
Duct
Material
Trunk
Name Type
(cfm)
(cfm)
Fl;
(fpm)
(in)
rt1 Peak AVF
582
317
0.084
544
14,0
0 x 0
0
ShtMetl
ShtMetl
rt1
rt2 Peak AVF
209
151
0,109
599
8.0
0 x
2016 -Feb -2 11:29:55
rRight-Suites universal 2015 15 0.25 RSU13868 Page 2
.... Yukon AFH Lot 17\Yukon Plan A FH- Lot 17.rup Catc = MA House Front faces: W
Job M SEG 0216-025
Fvz-d4riirall�y Tracy Sav,#ry-ftm
Yukon Grove Plan A - Farmhouse
Lot 17, 3340 Yukon Ct
Meat Ridge, CO
Phone: (801) 949-5337
Wj,L-A!d2 �i7 �= * W -CAM
Scale: 1 :81
Page I
Right-SufteO Universal 2015
15,0,25 RSU13868
2016 -Feb -23 11:31�09
17\Yukon Plan A FH - Lot 17,rup
0
Job #: SEG 0216-025
?te-Oft.,riyal ky
Yukon Grove Plan A- Farmhouse
Lot 17, 3340 Yukon Ct
Wheat Ridge, CO
Phone: (801) 949-5337
MWIT4046
Scale: 1 '81
Page 2
Right-SufteO Universal 2015
15,0-25 RSU13868
2016 -Feb -23 W31:09
17kYukon PjanAFH - Lot 17,rup
"m
kWTM
16-1/4'
2" DIAMETER
5/8"
OUTSIDE AIR
1 ,
7/8'DIA. HOLES
ELECTRICAL
CONNECTION
1-112'DIA. HOLE
GAS CONNECTION
m
Upflow / Horitontal
Condensing Gas Furnac
Single Stage
28-1/2"
I- TUC1 B060A9361 A
f/2" � _ 2'DIAMETER
FLUE CONNECT
1-718" X "718" SLOT K.0,
(FOR H
CONNSATONTAL)E DRAIN 7
DEORIZ
7/8" DIA, K.Q.
TUC1B060A9361A F♦HIGH - Black 1394
1359 l
1/2"
ELECTRICAL
SUPPLY
945
843
3 - MED,-J±GH---BA&— 1
1232
(ALTERNATE)
28-1/4"
873
771
7!8" DIA. K.O.
ELECTRICAL
1092
4
SUPPLY
(ALTERNATE)
668
WA, M10
IBM 957
944
686
1-5/8"
I CFM VS. TEMPERATURE RISE
1-1/2" DW
. ..... ..... ......
KOGAS
CONNECTION
20,1/4"
(ALTERNATE)
22-1/2'
>
U� C14
Lo
1-1/8"DIAK0,
CONDENSATE
DRAIN - Alternates
?4-1/32"
5"
7/v
T
71
1-718" X "718" SLOT K.0,
(FOR H
CONNSATONTAL)E DRAIN 7
DEORIZ
TUC1B060A9361A F♦HIGH - Black 1394
1359 l
945
843
3 - MED,-J±GH---BA&— 1
1232
873
771
2 - MED. -LOW - Yellow 1102
1092
766
668
WA, M10
IBM 957
944
686
614
I CFM VS. TEMPERATURE RISE
. ..... ..... ......
Cubic Feet Per Minute (CF M)
TYPE
Ugflovv / Horizontal
RATINGS
input BTUH
60,000
Capacity BTUH (ICS) (D
56,000
AFUE
92,0
Temp. rise (Min.-Max.j'F,
30-60
BLOWER DRIVE
DIRECT
Diameter -Width (In,)
10x7
No. Used
I
Speeds (No.)
4
CFM vs, in. w.g.
See Fan Performance
Motor HP
1/3
R.P.P.
1075
Votts/Ph/Hz
115/1/60
COMBUSTION FAN - Type
_--centrifugal
Drive - No. Speeds
Direct - I
Motor HP - RPM
1/55-3000
VoWPh/Hz
115/1/60
F.L. Amps
1.0
FILTER — Furnished?
No
Type Recommended
High Velocity
Hi Vel. (No.-Size-Thk,)
I - 17x25 - I in.
VENT COLLAR — Size (in.)
2 Round
HEAT ffX5F1XN_dM�_
Type -Fired
Alum. Steel
-Unfired
GaLto AFired),
20
6§41151d aln
Nat.Gas, QD611 Size
3-45
L.P. Gas City. — Drift Size
3-56
iFILOT SATUY•
Tr_t_
Hot Surepelgirtiticin__
9 UANERS — y
Number
3
-1-widi
VCii WV/P;h17H_z'0D
I
Ampacity (in Amps)
8A
(rent-Pr I
—
MAyii!6uw6mmmwi
, �,�_w
DIMENSIONS
HxWxD
Crated (in.)
41- 314 X 19-1/2 x 30-1/2
-Uncrated Lin,)
WEIGHT
Shipping (Lbs.) Net (Los)
150/140
0 Central Furnace heating designs are certified by the American Gas Association Inc. Laboratories,
rate of 4% for eaCh 1000 feet above sea level.
@Base 0 U.S. Government Standard Tests.
(D The above wiring specifications are in accordance with National Electrical Code; however, installations must comply with local codes.
NATURAILGAS MODELS—Central heat- BURNERS — Multi -port, in -shot burners STYLING — Heavy gauge steel and
ing furnace designs are certified by the will give years of quiet and efficient service. "wraparound" cabinet construction is
American Gas Association for both natu- All models can be converted to L.P. gas used in the cabinet with baked -on enamel
ral and L.P. gas. Limit setting and rating without changing burners. finish for strength and beauty, The heat
of the cabinet is com-
iqwpy
der standard rating conditions using Am
can National Standards Institute standards,
SAFE OPERATION — The Integrated
System Control has solid state devices,
which continuously monitor for presence
of flame, when the system is in the heating
mode of operation. Slow opening, dual
solenoid combination gas valve and regu-
lator provide extra safety and quieter op-
eration.
qUW0kTW_T
heavy gauge aluminized steel heat ex-
Anur
t# the structure g jjeij� power vent
outside.
Since Trans has a policyrifoonfinuousproduro and product
data improvement, it reservesthe right tochange specifica-
icinsand designwohout notice.
Trane
A business of American Standard Companies
www,trane.com
v
blowers, gas valve, flame contro, and in-
fr)r E,A.C./humidifier.
W010
f,#TII#7f-
range for most heating and cooling re-
quirements, will switch from heating to
cooling speeds on demand from room
it te, mostat, The blower door safety switch
when the blower door is removed. (Fan
dard).
pletely lined with fofl-faced fiberglass insu-
lation. This results in quiet and efficient
operation due to the excellent acoustical
and insulating qualities of fiberglass.
FEATURES AND GENERAL OPERA-
TION — These High Efficiency, Direct
"171 Mitt
`l`*1777ir
;wr
the room thermostat. Complete front ser-
vice access.
Low energy power venter.
b, Vent proving differential switch.
htips:llwww.coinfortsite,cOinlEBiz.,'ApplicationlprodtictitifolPerfornianc,,.
Performance Data Cooling
ffim
4/23/2015 High Speed ---U.S. (English)
Capacities are net in Stuh/1000 - indoor fan heat deducted
Outdoor Model 4TTR3024G1
Indoor Model 4TXCB031BC3
ARIREF 5593965
Airflow 800
Total Net Capacity
23000 Btuh
Airflow
800 CFM
Compressor Power
1580 watts
indoor Fan Power
292 watts
Outdoor Fan Power
128 watts
SEER
1125
Correction Factors - Other Airflow
59
17.50
Airflow
700
900
Total Capacity
0,98
1.02
Sensible Capacity
0,93
1.07
Compressor Kw
0,99
101
Rated with 25 Feet s/8 suction 3/8 liquid lines
O.D.D.S. I.D.W.B. TOTAL CAPACITY SENSIBLE CAPACITY SYSTEM
72 75 1 7S I i5 Kw
85
59
17.50
19�60]
L16A0
21.70
22-10 1
1
1.87
85
63
23.50
2350
1430
18�50
19.90
--
1,88
85
67
.."�2250
25,20
11,40
13,50
15.60
17'00
1,90
95
59
20;.50 5
16,60
E
20.50
20�50
M
1.96
95
63
JO
�50
21 0
13.50
17,70
19.10
1.98
9 5
67
2100
10,50
12.60
14.70
16A0
2.00
105
63
19,50
12,70
14,80
16.90
1830
2,08
105
67
20,80
930
11.80
13,90
15.30
2.10
105
71
22,60
6,90
9,00
11,10
12.40
2.12
115
63
17.50
11.90
14.00
16.10
17,50
2.18
115
67
1830
9,00
11,10
13,20
14.50
2.20
115
71
20,30
6.10
8,20
1030
11.70
2.22
Ca
2050
IDDB=
75.00
1830
1.96
Vj
Performance at selected design conditions
Dry coil condition (Total Capacity = Sensible Capacity)
Total capacity, compressor Kw and app. dew point valid only for wetcoil
All temperatures in Degree F
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4/23/2015 8:33 AM
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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