HomeMy WebLinkAbout3365 Union StreetPage I of 2
The City of Wheat Ridge
Third Party Form Check List
f
Property Address LLk --Sit
Permit Number
Pen -nit Issued Date
Owner Inform
Property Owner Information
Property Owner Address
Inspector Information
inspection Company (;ary
Inspector Name Mcot"
PO E3 -
Inspector Contact info-
Cd1- 720 q41-?Ufln
Inspector Statement and Acknowledoement
roofs
I Nearby acknowledge the root I am inspecting is 6112 or over. All
that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept.
" I Nearby acknowledge the roofing system for the referenced building has been inspected
and found to be in compliance with the minimum requirements of the 2012 IRR and 2012
IBC as well as all City gheat midge Policies and Procedure and M- anufacturer's
recommendations s, coca i r /
Inspector: Date:
Property :)caner Statement of Acknowjj4gLment and I give
"I hearby acknowledge that I am the owner of the building referenced above a
yconsent for the listed thin -p arty inspection company to perform MY roof inspection
in Ii , o
I wnerfent f the City of Wheat d 'e Building Divisjor),inspection. —
4-,
n Date: j
roery OAg
This original document and permit card, as weil as the roofing, chee=k list, must be submitted tc
the Chief Building Official within seven days of iafinai inspection.',
Drop off in person
Permit counter grid floor
7500 W_ 29th Ave
Wheat Ridge CO 80033 REOEIVED
JAN 0 9 2018
Draft Dtate- 7.126117
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6')
-S' e.'� ' e 's r.:`_.
The City of -Wheat -Ridge
lspe*r60ecklist Note,s
MID -ROOF
The City of Wheat Ridge
Insp7tion -Chetk[ist-Notes
FINAL
Page 2 of 2
Company Name: JBA C SUL G Company Name: JBA C9"SULTIIN
Inspector Signature: Inspector Signature:
Date of MID -ROOF Inspection: Date of FINAL Inspection:
Roof Inspection
rw
r
pwX
YJL3
Fait
StructuTal roof components
V4
Pa
1 F.il
of shingles
Verify- that nmore re than 2 layersexist
J rota
Flashing for roof and walls
ro
ff new sheathing is installed verify that it is listed in the
permit description (Valuation must be adjusted)
EJ r=ay;
Verify sheathing nail pattem, (See Policy & Procedures)
F,] rw.,
Crickets and saddles where needed
t-1 r -4.o
Verify B vent must have boot same gauge as pipe
Verify vent caps
Verify no flashings are damaged or rusted
tomos.
F r.;
Step flashing shall be min- of 4,x4 piece pe!r shingle
F FAR
VeM scuppeTs allow for proper drainage
FA W11%
ILJ r-
Ice and vaater shield 2" in heated wall spaces
E"]
P'A F-Rit
Underlay en must follow 2012 IRC 12012 ISS
FI raii
Verify roof slope for proper drainage
LLI FJ F
Dripedge shall have min of 2" overlap
Dfipedge should extend dovm, min 2" past, roof deck
Dripedge shall be mechanicaly fastened I X' OG
[7] Fait
90 LB rol-I roofing shall not be applied to roof s[opes
less than 2:12 atope: Exception, detathed garages,
patios, carports, open on three sides 'Mith rnin- slope of
1:12
r] rall
Modified Bitumen, EPDM, TPP min slope 1141.2 slope
Fait
Above roof insulation R-25
x
rats
Below roof residential R-38
0
Below roof commercial R-32
E71 r -o
Modified Bitumen, EPDM, TPO min stope,114:12 slope
must be Installed in accordance with the manufacturers
specifications- Must'have manufactures letteirof
warranty vomit the address on the letter for final inspection
Shingles
Requirements
El wA
E!
[:--,I F a
Metal roof shingles shall not be installed on slope less
3--12
Metal valley flashing shalt be the same material as roof
EJ pay'
E'J' rxi
Metal valley flashing shall extend a min of 87 from the
centerline with a min- of 314 - high splash Olverten
rib buift-in at the flow line %#Ath sections overlapping a
a min.. of 4"
le RZO
Reautrements
'3
all have a min. 2-IT2--12 slope
Clay and concrete tyle .shalt
Slopps 4:12 and under require double underlaym-ent
Company Name: JBA C SUL G Company Name: JBA C9"SULTIIN
Inspector Signature: Inspector Signature:
Date of MID -ROOF Inspection: Date of FINAL Inspection:
i CITY OF WHEAT RIDGE
_:�9rBuilding Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 3 C t l tj S o k ST
Permit Number: - 0 17 0 3 9
MIST P �.l i �
V t�i�PPc V
-,0 -- ./
k U
❑ No one available for inspection: Time A /PM
Re -Inspection required: & No th (l S f- C �C
When corrections have been made, call for re -inspection at 303-234-5933
r
Date: . -7 Inspector:
DO NOT REMOVE THIS NOTICE
- 4 City of Wheat Ridge
+' Residential Roofing PERMIT - 201703249
PERMIT NO: 201703249 ISSUED: 07/05/2017
JOB ADDRESS: 3365 Union ST EXPIRES: 07/05/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with
46 sq.
*** CONTACTS ***
OWNER (303)598-5114 STORRER LEE F
SUB (970)223-2455 John Anderson 170116 Severe Weather Rfg & Restor
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11,822.00
FEES
Total Valuation 0.00
Use Tax 248.26
Permit Fee 236.00
** TOTAL ** 484.26
*** 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 - 201703249
PERMIT NO: 201703249 ISSUED: 07/05/2017
JOB ADDRESS: 3365 Union ST EXPIRES: 07/05/2018
JOB DESCRIPTION: Residential Re -roof to install Owens Corning Duration asphalt shingles with
46 sq.
1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am le�gally authorized to include all entities named within this document as parties to the work to be
performed and that all work to beperfoymed is disclosed in this document and/or its' accompanying approved plans and specifications.
q/ 0, / o "
Signature of 6WNER or CONTRACTOR (Circle one) Date
1, 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, 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 re uired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Div ISIO
6. The i ua c oragravtin94440ermit tial not be construed to be a permit for, or an approval of, any violation of any provision of any
applica ordin u tion 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.
Kimberly Cook
�0170 3;)4z
From: no-reply@ci.wheatridge.co.us
Sent: Thursday, June 22, 2017 2:33 PM
To: Permits CommDev
Subject: Online Form Submittal: Residential Roofing Permit Application
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 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?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 3365 Union St Wheat Ridge, CO 80033
Property Owner Name Lee Storrer
Property Owner Phone 3035985114
Number
Property Owner Email email4wendy@aol.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
Severe Weather Roofing & Restoration
170116
9702232455
Contractor Email Address home@severeweatherroofing.com
Retype Contractor Email
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:
home@severeweatherroofing.com
No
Owens Corning Duration
Asphalt
Field not completed.
How many squares of the 46
material selected above?
Does any portion of the
property include a flat
roof?
If yes, how many squares
on the flat roof?
Noj/
Field not completed.
TOTAL SQUARES of all 46 V
roofing material for this
project
z
Provide additional detail Remove 46 squares asphalt shingles to decking on main
here on the description of dwelling, install 46 squares asphalt shingles to code.
work. (Is this for a house
or garage? What is the
roof pitch? Etc)
Project Value (contract —46e&.G@-. ��a� 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 Josh Lovejoy
Email not displaying correctly? View it in your browser.
3
0
SEVER! WEATHER ROOFING9 LLC
1435 Larimer St, STE #308, Denver, CO 80202
Phone: 720-638-6648
Email: swrrdenCYDgmai1.com
CONTRACT
Owner
Owner's Insurance Company VY�� 4�Z
�ure.�ca t
_S;/,tX0 e
Address
Adjuster/Claim #
33i 57a-, S4_
City, State. Zip
Representative /c`
33
Contact No.
003) 5,33-s-", ,,- ®
Email s�o�rer
(7-2a)1963 5 w
SPECIFICATIONS
ROOF = PER INSURANCE SCOPE SIDING c PER INSURANCE SCOPE
Tear Off: Yes Nof # layers roofing Brand: # SQs .ice
Install Underlayme t: Slb 30Ib Synthetic Style: Calor:
Install: 01.,4 Brand shingles ' ^ Housewrapllnsulation:
Style: Year: (- -, ,Y Lc �L Replacement Elevations: Front r Left Right
Color. Le- #SQs: >� Replace Wood Fascia: LF x =
Ice/Water Shield: ft. from eaves & Z ft. from valley Fascia: Color.
Install New Drip Edge. '2 X Z Color: Vic kon AW %rC K rap : Color.
Install Lead Jacks 1.5" 2" 3" 4" 5" Soffi Color
Vents: 4D Color: 4-o
Valley: Open i se Type:
Ridge: Ridge vent: Y N LF ADDITIONAL SPECIFICATIONS
Roof Pitch /12 #Stories 1- /! T
Open Soffit : Yes o Vaulted Ceilings: Yes No ma4- Placement of Materials: ff + Y��✓L� -9
Redeck: : Yes N z v's_l 1 Emergency Repairs:
Damaged Wood: Plywood@80/sheet 1x@7.00 f LF
Existing Interior Damage:
Roll yard &driveway with magnetic nail sweeper
OWNSPOUTS - PER INSURANCE SCOPE Clean-up & haul away work debris
GUTTERS & D
f aow� sp-kFs„�-_-j
Remove & Replace LF 5" GuttersSi' LF 2x3 Down;pouts
Remove & Replace _ LF 6" Gutters LF 3x4 Downspouts
Color V ctb ,&c Cuv Install Leaf Screens: Yes Q
APPROXIMATE DATES OF SERVICE:
PAYMENT SCHEDULE:
�S ecial Instructions:
rvR S lQSLlns �i� i.. h,
Ail material is guaranteed to be as specified, with any applicable
manufacturer's warranties. All work to be completed in a
workmanlike manner according to standard practices, with a 10
year warranty on workmanship (2 year warranty provided by SWR
and 8 years provided by Owens-Corning, subject to the terms and
conditions thereof) All specifications and costs are based upon
damages known to exist at the time of this contract. Any other
alteration or deviation from above specifications involving additional
damages or costs will be executed only upon written change
orders, and will become an extra charge over and above the costs
reflected in this agreement.
Agreement Amount: $
Roofing: $_�.9�05 . ?Z
Gutters $ 3�a 3�I. 8�
Other $
Supplements $
Overhead & Profit $
TOTAL AGREEMENT AMOUNT $ 76h
ALL PAYMENTS SHALL BE MADE PAYABLE TO SEVERE
WEATHER ROOFING, LLC. SEVERE WEATHER ROOFING.
LLC, SHALL HOLD IN TRUST ANY PAYMENT FROM A
RESIDENTIAL OWNER UNTIL SAID CONTRACTOR HAS
DELIVERED ROOFING MATERIALS AT THE RESIDENTIAL
PROPERTY SITE OR HAS PERFORMED A MAJORITY OF
THE ROOFING WORK ON THE RESIDENTIAL PROPERTY.
The above prices, specifications and conditions are satisfactory and are hereby accepted by Owner and subject
to the tional provisions set forth below and which are expressly incorporated into this contract:
(Owner Initials)
PROPERTY OR'NER'S RIGHTS AND RESPONSIBILITIES
1. This contract is between the property owner(s) ("Owner") and SWR rSWRJ only, and Owner represents that he/she owns the
property on which the work is to be performed. SWR will work in good faith with Owner's insurer as needed for any insurance claim
relating to replacement or repair of the items reflected in scope of work set forth above, but the insurer is not a party to this contract To
aid in this process. Owner must promptly provide SWR with all necessary insurance information relating to repair or replacement of the
roof and other relevant portions of the premises, including copies of all insurance estimates and supplements thereto.
2. ' Cancellation: Under Colorado law, Owner may rescind this contract as follows:
For any reason, within seventy-two (72) hours after entering it. No materials or products will be delivered to the property
until this rescission period has expired; or
b) Within seventy-two (72) hours after Owner receives written notice from his/her insurer that a claim for payment for roofing
work on the property is denied in whole or in part. This right of rescission does not apply when the insurer denies, in whole or in part, a
claim related to a request for supplemental roofing services, if the damage requiring the supplemental roofing services could not have
been reasonably foreseen as a necessary and related roofing service at the time of the initial roofing inspection or the execution of the
initial roofing contract. Owner is still legally obligated to pay for any work actually performed on the premises by SWR and/or its
subcontractors, as well as for any materials involved in said work, in the event the insurer fails or refuses to make payment. Owner is
also legally obligated to pay for any upgrades or additional work requested by Owner and not approved by the insurer.
c) To be effective, Owner must give written notice of cancellation under (a) or (b) above either postmarked or delivered in
person to the address for SWR listed at the top of this contract within the prescribed 72 -hour period.
3. Prior to roof installation, it is the sole responsibility of Owner to remove any breakable/valuable objects from the landscaping,
as well as pictures and valuables that may hang on interior walls, ceilings, mantles or shelves. It is an expected part of such work that
noise and vibrations throughout the structure will occur and cause items to crack and/or fall. SWR will not assume any liability for these
types of expected damages.
4. Owner is responsible for obtaining any necessary reviews and approvals of roofing or siding materials and colors from the
governing homeowner's association or other entity.
5. If work to be performed under this contract is being paid for in whole or in part by Owner's insurance, Owner is responsible to
obtain the release of such funds from the owner's mortgage company and/or insurance company. Owner is responsible for payment of
all amounts due upon immediate receipt of said funds, but no later than 30 days from substantial completion of the project, with all
payments made payable to Severe Weather Roofing, LLC. In the event there is a pending municipal inspection, Owner has the right to
withhold 2% of the total job cost until inspection has passed. All amounts 30 days past due shall bear interest at the rate of 1.5% per
month, compounded monthly, until paid in full.
(owner initials)
SWR'S RIGHTS AND RESPONSIBILITIES
1. Under Colorado law, SWR cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance
deductible applicable to any insurance claim for payment for roofing work on residential property.
2. SWR shall maintain general commercial liability insurance covering its operations under this contract. At the time of the
executio r ement, id coverage is provided by:
3. SWR has the right to subcontract any part of, or all of, the work herein.
4. SWR shall not be liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain
material from usual sources, or any other circumstances beyond its control.
5. SWR shall not be liable for problems due to improper ventilation, pre-existing structural problems, or the appearance of the
roof due to irregularities in the underlying roofing system. SWR will inform Owner of any dry -rot or other sub -roof deterioration which is
concealed and is discovered during the course of the work. SWR is not responsible to repair any such discovered deterioration and
any work done by WR to remedy such issues will only be done as extra work on a written change order. SWR also is not responsible
for any mold or asbestos abatement, removal, or encapsulation, or any removal of lead paint, unless expressly stated 'herein.
6. SWR will use reasonable care in the work to be performed under this agreement, and Owner understands some minor
damage to the premises may occur due to the heavy nature of the work. SWR is not responsible for scratching and denting of gutters,
oil droplets in the driveway, cracks in concrete or damage to plants or trees. Furthermore; SWR will not be responsible for exterior
damages such as broken or fallen crown molding or stucco, solar panels, cooling units, skylights, and other similar objects. SWR also
is not responsible for damage to unforeseen concealed items such as cables, wires, water pipes, electric lines, and other items.
7. Upon completion of the work, SWR will make diligent efforts to remove all project debris and excess project materials; said
excess materials are the sole property of SWR. SWR will leave the premises in a broom clean condition and will make a magnetic
sweep of the eve line and surrounding walkways. However, SWR does not guarantee the removal of all nails from the project area, and
SWR shall not be responsible for any debris consisting of dirt, dust, asphalt or small bits of materials that settle into attics, garage areas
or any other surrounding areas. Said debris is unavoidable and an expected result of this type of work.
8. In the event of Owner's default under this contract, Owner shall be responsible to SWR for payment of all attorney's fees and
costs incurred by SWR in enforcing the terms of this agreement. SWR also reserves the right to place a mechanics lien on the
property as allowed by Colorado law.
(owner initials)
GENERAL PROVISIONS
1. If any provision of this contract shall be held invalid or unenforceable, the remainder of this contract shall not be affected
thereby and shall continue to be valid and shall be enforced to the fullest extent under Colorado law.
2. Any dispute or controversy between Owner and SWR as to the terns of this contract shall be governed by the laws of the
State of Colorado and venue for any legal proceeding shall be in Larimer County, Colorado.
ACCEPTANCE OF AGREEMENT: We, the undersigned, have read and understand all statements and conditions
of this contract and agree that all details of this agreement are accepted and satisfactory. We further understand
that this contract constitutes the entire agreement between the parties, supersedes all prior written and/or oral
agreements, and that anyfurther changes or alterations to this contract must be made in writing.
Owner: g� — Date: /
Severe Weather Roofing, LLC
By: Date:
Title:
SEVERE WEATHER ROOFING
24.55
I/hIpak-
Final Invoice
11/12/2017
Roof & Gutters
Claim# 245551756002
Lee Storrer
3365 Union St
Wheat Ridge, CO 80033
Intial Contract- ROOF
Items- PWI (Counter flash, Step flash)
Code Items (Ice/Water Shield, Turtle Vents)
Contract Gutters
Total
Payments Received
Check# 1665
Check# 1694
Check #1700
Remaining Balance
$17,584.06
$1,565.72
$1,911.96
$3,034.80
$24,096.54
($21,200.00)
$10,000.00
$5,000.00
$6,200.00
$2,896.54 ' \
If you have any questions regarding this final invoice, please contact:
Accounts Receivable
Severe Weather Roofing & Restoration, LLC
3307 So College Ave #220
Ft Collins, CO 80525
Ph: 970.223.2455
Fax: 970.223.3383
INSPECTION RECORD o�u arrS
° INSPECTION LINE (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business dw.
�� �� .�+.CVYC n{V pCCn JI{1ntY
CONCRETE SLAB FLOOR - -
Electrical (Underground)
vn� .p -c
aronw rKIVK TG PROCEEDING
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
ImALS
COMMENTS:
Footings /Caissons
P0UR'1L(R1R Iturn
Annve wne nccu c....,�„
Stemwall / (CEG) Concrete
Encased Ground
Reinforcing or Monolithic
Weatherproof / French Drain
Sewer Servide Lines
Water Service Lines
�� �� .�+.CVYC n{V pCCn JI{1ntY
CONCRETE SLAB FLOOR - -
Electrical (Underground)
vn� .p -c
aronw rKIVK TG PROCEEDING
Insulation
Plumbing (Underground)
Drywall Screw
Heating (Underground)
_ DO NOT
P0UR'1L(R1R Iturn
Annve wne nccu c....,�„
ROUGHS
Lath / Wall tie
Mid -Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rou gh M echanic a l
Framing
--
vn� .p -c
aronw rKIVK TG PROCEEDING
Insulation
Plumbing
Drywall Screw
Mechanical
FINALS
Electrical
Plumbing
Mechanical
Roof
Building Final
Fire Department
R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS
Parking & Landscaping "SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONE
* 'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHORIZAT !(
OF A CERTIFICATE OF OrrIIPdnIrV Mnn OCOANVOI ., cnc nnn..r.w..n..
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUE[
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
vS t
(303) 234 -5933 Inspection line
J (303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: r %ri, -L /,a�F
Job Address: 93/-4" rsi✓ioirJ sT
Permit Number: Od /3gr�
❑ No one available for inspection: Time / ,'/0 AMA�k
Re- Inspection required: Yes
When corrections have been made, calf for re- Inspection at 303 -234 -5933
Date: 4k1 O Inspector:
DO NOT REMOVE THIS NOTICE
V PITY, OF_WHEAT flIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office - (303) 235 -2857 Fax
INSPECTION NOTICE
i
Inspection Type: O�f
Job Address /Permit Number Z,5
x / /SxfO
P '
F`
❑ No one available for inspection: Time
Re- Inspection required: CYe 1 No
When corrections have been made, call for re- inspection at 303- 234 -5933
Date: CC Inspector
DO NOT REMOVE THIS NOTICE
"4' ' City of Wheat Ridge
r 000r Faxed Roof Permit PERMIT - 101380
PERMIT NO: 101380 ISSUED: 06/01/2010
JOB ADDRESS: 3365 UNION ST 'EXPIRES: 11/28/2010
DESCRIPTION::: Reroof i46 sqs with 30.yr Tamkoshingles
* ** CONTACTS * **
owner 303/598-5114 Lee'Storrer
sub 303 -7999 James Mosel 08 -0268 Trinity Roofing
** PARCEL INFO **
ZONE 'CODE: UA ? 7 USE: UA
SUBDIVISION: 0696 BLOCK /LOT #: 0/
** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: - 8,142.00
FEES
Permit Fee '. ':217.50
Total Valuation .00 MM
Use Tax 146.56 TOTAL ** 364.06
Conditions:-
Both front and back of permit need to be posted on job site. If one or the other
is not present, INSPECTION :WILL NOT BE PERFORMED.6' nails per shingle is
required. Ice dam membrane is required from eave edge to 2' inside exterior
nnot be performed due to inclement weather must be cancelled prior to 8:30
m. on the day of inspection or a= re- inspection fee will be assessed.
hereby certify that the setback distances proposed by this permit :application; are accurate, and do not violate applicable
dinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all
:asurements shown, and allegations made are accurate; that I have read and agree to abide.. by all conditions printed on this
INVECTION `:REQUEST :LINE: (303)234- 5933 >BUILDING OFFICE': (303)235-2855
REQUESTS MUST BE MADE BY 3PM ANY BUSINESS ,DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
INSPECTION RECORD Occupancy /Type
'VANSPECTION LINE: (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS:
Footings /Caissons
Stemwall / (CEG) Concrete
Encased Ground
' 'Electrical Service
-- -- - - - -- '..
Rough Electric
',.
umbing _...
Rough Plumbing
Reinforcing or Monolithic
Rough Mechanical -
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PR CITY OF WHEAT RIDGE
Framing 06/01!10 12:25 PM cdbb
Weatherproof / French Drain
Drywall Screw
RECEIPT- NO :CDD004594 - AMOUNT
BPSP Reroof 46 sqs with -3 364.06
Sewer Service Lines
Permit Fee 217.50
Electrical Use Tax 146.56
Plumbing PAYMENT RECEIVED AMOUNT
Water Service Lines
Roof Ruth Cade: -
012875
Building Final TOTAL 364.06
------ --- - -
- -- '
nHa seen aiuncu
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
"ROUGHS
'. Sheathing
Lath I Wall tie
"Mid -Roof
' 'Electrical Service
-- -- - - - -- '..
Rough Electric
',.
umbing _...
Rough Plumbing
Gas Piping -.... _. _
Rough Mechanical -
ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PR CITY OF WHEAT RIDGE
Framing 06/01!10 12:25 PM cdbb
Insulation - -- --
Bryan J Coy _
Drywall Screw
RECEIPT- NO :CDD004594 - AMOUNT
BPSP Reroof 46 sqs with -3 364.06
FINALS 101380
Permit Fee 217.50
Electrical Use Tax 146.56
Plumbing PAYMENT RECEIVED AMOUNT
Mechanical VS 1024 364.06
Roof Ruth Cade: -
012875
Building Final TOTAL 364.06
------ --- - -
- -- '
------------------------
Fire Department
R.O.W & Drainage
INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD
BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS.
Parking & Landscaping
* * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE A UTHORIZA TION
OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
06/01/2010 12:21 7203432601 TRIN ROOFING PAGE 01/01
♦��4
City o
�Theat.� gde Hate:
i" I:oMIvtUNIIY DEVEL ®PMPNT Permit #, I 0"
Building Division
7500 W_ 29 Ave., Wheat Ridge, CO 80033
Office: 303 -235 - 2855 " Fax: 303 -237 -8929
Inspection Line: 303 - 2345933
Property Address: _ 3 tos \ U \ (�y 9 CSC 5T
Property Owner (please prim}: STS r r e. Ir Phone: So S
Facsimile Building Permit Application -7zo)?.g3- ZOO j
= Address: (if different than property address)
Address:
City, State, Tip: 5 arise
Contractor.
Contractor License #: (A 2? &g Phone: 303)
Sub Contractors:
Company Name- License 9: Exoiration date: Trade /Profession- Aooroval•
Use of sppa�ce ((description):
nescriptionotwork:
Plan Review (due at time of submittal): S
Sq_ FL/L.Ft added: Squares BTU's Gallons Amps
OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
1 hereby cartify that the setback dlstances 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 1 assume full
respponsibitity for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for worts
under this permit Plans subject to field Inspection.
Ct1ZLCE ONE:: OWNNE (CONTRACTOR) or PERSONALREPIiE 4TlV f(OWNF NTRATOR)
PRINT NAME: L1VIQS MO yjZ SIGNATURE: Cate:
DEPARTMENT 6 ONLY.
ZONING COIAMElIrS:
Zoning-
ReVbww-
Pla1JC WORKS;COB K9HA: ...
Reviewer.
suluNNe DEPARtwmT CON mft: . OCCUPANCY
Reviewer. , ...,
FIRE DEPAfMENr.: A'approye:d wF;cgminewd 1 6 daepprbved o no review required F Bld$ valuation: $
Credit Card Payment: Use credit card listed on file-1-
Print name:
-jaAU S MorA _. Signature;
FE2MiT TKACKING FURM
P,DDZ_55
DArE SUBMITTED _~-{~I - C)C % PERMIT NUMBER lbLk(p-j TYPE OF ?E.ZMI`
OWNER IC OP PHON
TYPE OF REQUE57
;
I REQUIRED CONDITIONS MET PRIOR TO PERMI7 APPLICA710N ? YES NO N/A
CONDITIONS OF
DA7E IN DA7E OUT
~ BUILDIN6 DEPARTMEN7 5`r1i
~ ENGINEERING DEPAKTMENT
PLANNING DEPARTMENT
l l - 0 ( , V , I 1 L, iww-
~ CITY ARBOKIST ~A - 16 L:L'
O POLICE DEPARTMENT
~ SEWERDI57RICT k\-, V\; 1_YJ-VS'LS_2c,(,-6,
~ WATER 0I5TKIG7 Li ~ ~oa\,.
u - riRtvtr,9KiMtNi
The City of
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215-6713
(303) 234-5900
Ciry Admin. Fax u234-5924
DATE:
TO:
FROM:
SUBJECT:
Police Dept. Fax k 235-2949
April 30, 2001
Accounting Department
GWheat
GRidge
Director of Planning & Development
FINAL ESCROW REFUND/RELEASE
Reimbursement requested for final escrow funds being held for:
3365 Union Street
The Landscaping has been completed to the City of W heat Ridge satisfaction per Travis
Crane (planner) on 4-3 0-0 L
RELEASE TO: Wendy Storrer
Address: 3365 Union Street
Wheat Ridge, CO 80033
Amount to be refunded: $575.00
Alan White
Directar of Planning and Development
C, FEGVGLED PHPER
FEDERALEMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
Read the instructions on pages 1- 7.
O.M.B.No.3067-0077
Expires July 31, 2002
SECTION A- PROPERTY OWNER INFORMATION I For insurance Company Use: I
BU ILOING STREET ADDRESS (Including ApL, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
Wheat Ridqe CO
( - k#' - tqX' or
HORIZONTAL DATUM[
IXI NAO 1927 1_1 NAD 1983
son County Co
area, if necessary.)
8
IJ USGS Ouad Map IX I
SECTION B- FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bt. NFIP COMMUNITV NAME & COMMUNITY NUMBER
82. COUNTY NAME
83. STATE
(ID
B4. MAP ANO PANEL
B5. SUFfUC
66. FIRM INDEX
67. FIRM PANEL
B8. FLO00
B9. BASE FLOOD ELEVATION(S)
NUMBER
DATE
EFFECTIVFIREVISED DATE
ZONE(5)
(ZoneAO, use depth of Flooding)
Z}1
5443.4
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69.
1_1 FIS Profile IX I FIRM 1_1 Community Determined 1_1 Other (Describe):
B11 . Indicate the elevation datum used for the BFE in 69: I ?(J NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): _
812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?
Designation
Yes 1_1 No
SECTION C- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building eleva[ions are based on: 1_[Construction Drawings' 1_16uilding Under Construction' 1X IFinished Construction
'A new Elevation Certificate will be required when construction of the building is comple[e.
C2. Buiiding Diagrem Number (Select the building diagram most similar to the building for which this certificate is being completed - see
pages 6 and 7. If no diagram accurately represenis the building, provide a sketch or photograph.)
C3 Elevations - Zones A1-A30. AE, AH, A(with BFE). VE, V1-V30, V(with BFE), AR. AR/A. AR/AE, AR/At-A30, AR/AH, AR/AO
Complete Items C3.a-i below according to the building diagram speci£ed in Item CZ. State the datum used. If the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measuremen[s and datum cornersion
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datum ConversionlComments
Eievation reference mark used Does the elevation reference mark used appear on the FIRM7 1_1 Yes bC__l No
C) a) Top of bottom Floor (induding basement or enclosure)
5446
.5 ft.(m)
~
O b) Top of next higher floor
5456
.5 k.(m)
a
D c) Bottom of lowest horizontal structural member (V zones only)
ft(m)
-
~ a
❑ d) Attached garage (top of slab)
5444
ft.(m)
~
E a
❑ e) Lowest elevation of machinery and/or equipmen[
/A
serviciny the building (Describe in a Commenis area.)
N
_ ft.(m)
E;
❑ f) Lowest adjacent (finished) grade (LAG) 5942 .5- k.(m) z N
❑ g) Highest adjacent (finished) grade (HAG) 5944 0 k.(m) g
U h) No, of permanent openfngs (Flood vents) within i ft. above adjacent grade -
O i) Total arza of all permanent openings (flood vents) in C3.h 1960 sq. in. (sq. cm) (1960 Scpri
SECTION D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certif cation is to be signed and sealed by a Iand surveyor, engineer, or architect authorized by law to certify elevation information.
I cerfify that the mlormafion in Sections A, B, and C on this certifica[e represents my best efforts to m[erpret the data available.
1 understand fhaf any false statement may be punishable by (ine or imprisonment under 18 U. S. Code, Secfion 1001.
CER7IFIER'S NAME LICENSE N MBER
David L. Freeman LS 112
TITLE COMPANY NAME
Vice_ P_resident Jehn & Associates, Inc
ADDRESS CITI' STATE ZIP CODE
5855 Wadsworth Bvoass Arvada CO 80003
sIcNnruRE oArE rIJ 65~1~ 3 - 6 0 3 6
ccnna G.,...~ u~ v i n nn cF~ qFVCrrcG cinG cnA rnti~~tii ioTinti RGPi arrc ni i oRC~nni ic GrnTinN¢
IMPORTANT: In these spaces, copy the corresponding information from Section A. Fw Insurance Company Use:
BUILDING STREET A_grilOR (IScl~reeApt, Unit, Suite, and/or Bldg. NoJ OR P.O. ROUTE AND BOX NO. Policy Number
3ibS U t t
CITY STATE ZIP GODE Company NAIC Number
Wheat Ridge CO 80033
SECTION D- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner.
SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE)
For Zone AO and Zone A(withou[ BFE), complete Items Et. through E4. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F. Section C musf be completed.
E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed -
see pages 6 and 7. If no diagram accuratety represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I_I_I n.(m) ~_J_jin.(cm) 1_1 above or ~_J below
(check one) the highest adjacent grade. (Use natural grade, if available.)
E3. For Building Diagrams 6-8 with openings (see page 7), ihe next higher floor or elevated floor (elevation b) of the building is
I_I-I h.(m) I_I_lin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form.
E4. For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's
floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G.
SECTION F- PROPERTY OWNER (OR OWNER'5 REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A. B, C(Items C3.h and C3.i only), and E for Zone A
(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to
the tiest of my knowledge.
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
ADDRESS CITY STATE ZIP CODE
SIGNATURE DATE TELEPHONE
Check here if attachments
SECTION G • COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's Floodplain management ordinance can complete
Sections A, B. C(or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
Gt. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data in the Comments area below.)
G2. A community offcial completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or
Zone AO.
G3. The following information (items G4-G9) is provided for community Floodplain management purposes.
G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement
G8. Elevation of as-bult lowest floor (including basement) of the building is: _R(m) Datum:
G9. BFE or (in Zone AO) depth of flooding at the building site is: _ k.(m) Datum:
LOCAL OFFICIAL'S NAME TITLE
COMMUNITY NAME TELEPHONE
I I Check here if attachments
FF~AD Fnrm 91_11 11 11 nn RFPI ACFC 01 I PRF\/I(1115 F(IITIfINS
,
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENTS
TO: City of Wheat Ridge
P.O. Box 638
Wheat Ridge, Colorado 80034
The sum of iv<~~
DOLLARS
5 1 c.~'~' ) to be held in escrow with GF
(City of Wheat Ridge, Option D)
(Bank, Option E)
until landscaping and public improvements are completed at
(Description)
Wheat Ridge, Colorado by
c-) r r-
, (Contractor/Developer/owner)
The City of Wheat Ridge shall have the absolute right to withdraw the
Escrow funds for the purpose of completing the landscaping and public
improvements for
should r r"3
(Contractor/Developer/Owner)
fail to complete or provide said landscaping a public improvements prior
to the date of - r'1 t7 V7 I .--_V
j~
The only requirement to withdraw the Escrow funds in behalf of the City of
Wheat Ridge shall be a letter from the Planning & Development Department of
the City, executed by the Director of said Department and witnessed by the
Mayor of the City of Wheat Ridge. Said letter shall state that the
landscaping, as,above set forth, have not been completed or provided by
y^-51 u r- r-~y-~-
(Contractor/Developer/Owner
and that the date of ~ Z~r ~
has expired.
(over)
(OPTION D or E)
ESCROW AGREEMENT
LANDSCAPING & PUBLIC IMPROVEMENTS
-2-
ACCEPTED:
4
Address
kuirector of Planning & Development - City of Wheat Ridge)
(Bank - Option E)
Phone Number
~
-1i -
(Cont
Address
Date
iueveloper/owner)
3 c~ 3 -
23E~>- 3C-1
Phone Number
Temporary Certificate of Occupancy for structures covered by this agreement
may be issued by the Mayor of the City of Wheat Ridge for a time period not
to exceed six (6) months upon acceptance of this agreement by the City.
P R O P O S A L ProposalType
4 FFURUA13LE q5vadaWCO 80002 Proposal No.
SPRINKLER•LANDSCAPE CO 303-940-1213 Date co
PROPOSAL BMITTEDTO
JOBNAME
~ S
a2
STREET
2
JOBLOCATION
~6S
3,
CITV, STA1/p Z~ /
. .V~
JOB PHONE DATE OF PLANS
~!c~
PHONE
-
ARCHITECT
We hereby propose to furnish all materials and perform all the labor necessary for the completion of:
D •
Soil Pre aration: S read and Rototill in
TOTAL
yds LI compost C] amended top soil 6" deep
Final Rake: Remove rocks and all debris prior to installing sod
Sod Installation: Cl Blue grass or oiher
/
1-3
Edging: Steel
,
vU
Steel with rolled top
IJ Steel with safety cap
Rock Type:
Weed barrier to be installed under all rock
Mulch or Bark Type:
Weed barrier to be installed under all mulch or bark
Retaining Walls Type:
Patios T e:
Deliveries:
Other:
Sss
Q I7S
All material is guaranteed to be as spem///~~~~~~ppp~~~ d, and the above work to be performed in accordance with the drawings and specifications
submided for above work and complete a substantial workmanliA manner for ihe sum of Dollars ) with
J
payments to be made as follows: ~~l$ (lPpA,~ ( '(JyN ~`,f_776yJ
A 1.5% per month finance charge may be added to unpaid balances. Unpaid bills subject t c Ilection st .
All material is guaranleed lo be as specilied. All work to be completetl in a workmanlike AufhoflZed
manner accortling to stantlartl practices. Any alteralion or deviallon imm above specili- O~
cations involving eatra costs will be ezecuted only upon wrAten orders, and will become Signature
an exira charge over and above Ihe estimale. All agreemenls conlingenl upon slrikes, Nole: This proposal may be withdrawn by us if not accepted within
accidenlsortlelaysbeyondourconirol. Ownertocarry/ire,iomadoantlothernecessary ~ day5.
insurance. Our workers are fully covered by Workmen's Compensation Insurance.
:attCptAtl(C OI P1'OVOSIII - The above prices, speUlications and condilions are
satislactory and are hereby accepted Vou are aulhorizetl to Uo Ihe work as specilled. Signatufe
Payment will be made as outlined above.
Date of Acceptance Signatufe
Wendy J. Ammon
.Adubo 3375 UNION STREET
WHEATRIDGE, CO 80033
303-941-1220
PAY 'I'n Tt1E
ORUER OF -
5558
DATE
,
g
L
r DENVER POSTAL CREDIT UNION
~ • B'L21 SNE0.10RN BLVO.
ARVe~A, CO 80001-1398
(303) 422-6?21
G~ p ~ nI
MEMO ~rOI+--I _ -
1:30 20 7 5 30 61: 0003L6228411' S558
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Date:_ ~c,,> /Z,. ~2c%c, D
A Certificate of Occupancy or Completion has been requested for:
ADDRESS: 3~5L-5
I~~~C c.rrti~
~
Purpose of Structure:
Building Department Approval:lvi
Remazks: 13,4 D 3 I 9 -~5
9
Zoning Approval: F4Bop p,~~~,•• a 9
Remazks: 44~ ~f'V'C
/ -
Public Works Approval:
Remarks:
Fire Marshall Approval:,
(If Applicable)
Remazks:
Sanitation District Appr,
(If Applicable)
Remazks:
Water District Approval
(If Applicable)
Remazks:
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
HOURS NOTICE REQUI_RED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE
(303) 234-5933
INSPECTION RECORD
JOBADDRESS
BUILDING PERMIT N0. ,C)4() / DATE ISSUED ~ TYPE OCCUPANCY
OWNER L_r/-- S TCkJC?C-
CONTRACTOR
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST
WEST
INSPECTION
Caissons
Reinforcing erAAeAeliHhie
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete Slab Floor:
Electrical (Ground Work)
Plumbing (Ground Work)
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing pV-
AirTest Gas Piping V
~i
Rough Heating & Ventilation
(above must be signed prior to framing inspection) ld~
Framing
Insulation
o ~
Drywall nailing
r ta oe
Roofing
Refrigeration
Electricat underground
Fonal
Electrical
Plumbin
Heatin & Ventilation
/ 1 6
Frame , 1
~ I v p~
,~j. G
R.O.W. & Drainage
Fire Department
Parking & Landscaping
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
PHONE (303) 423-6036 ~ FAX (303) 467-9438
Jehn & Assoclates, Inc.
PROFESSIONAL ENGINEERS AND SURVEYORS
y~ 5855 WADSWORTH BYPASS k100 ~
ARVADA, COLORADO 80003
S00'41'00"E
rouNU YIN
5' Ui1L. ESMT.
(PLAT) luti.bb
W/ YELLOW PLASTIC
CAP L~T7669-
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106,55
N00'41'OC
CONC
DRIVE
LOT 54
APPLEWOOD VILLAGE
SECOND FILING
COUNTY OF JEFFERSON
STATE OF COLORADO
53
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE ASSUMPTION
~ THAT iME EASTERLY LINE OF lOT 54.
BEARS 5 00'41'00" w AS
SMOMM ON THE RECOROED PLAT OF
MPLEWOOD NLLACE-SELOND FILING.
iN0 PIN W/ KVY C/J
LS.SIi2
UNION STREET c c. ;zj,3poo2/'3/00
FLOOD INFORMATION (50 ROW) REVISED 12/18/00 - ADJ. ELEV'S
AREAS BETWEEN LIMITS OF THE 100-YEAR AND 500-YEAR FLOOD: OR
CERTAIN AREAS SUBJECT TO 100-YEAR FLOOOING HATH AVERAGE DEPTHS
LESS THAN ONE f00T OR WFIERE THE CONTRIBUTING DRAINAGE AREA IS
LE55 THAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM iHE
BASE FLOOD. PER FEAAA FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL ~
N0. 085079-0005-C, DATED FEBRUARY 4, 1988.
NOTE: THIS CERTIFICATE WAS PREPARED WITHOUT THE BENEFIT OF 20 0 10 20
A CURRENT TIiLE COMMITMENT, THE RECORDED INFORMATION, WHICH
IS REFERENCED HEREON,IS THE RESULT OF RESEARCH PERFORMED
BY JEHN k ASSOCIATES, INC. ANO IS NOT NECESSARILY COMPLETE
OR CONCLUSIVE.
SCALE: 1 20'
105-199-044
I HEREBY CER7IFY THAT THE ELEVATIONS AND DRAINAGE PATTERN SHOWN HEREON WERE DEVELOPED FROM A
SURVEY OF THE ABOVE DESCRIBED PROPERTY, PERf'ORMED ON THE DATE SHOWN, AND ACCURATEIY ANO TRULY
DEPICT THE ELEVATIONS AS THEY EXISTED ON THIS DATE. THE RELATIVE ELEVATIONS AS DEPICTEO MAY CHANGE
S1185EQUENT TO THE DATE OF THE SURVEY, DUE TO THE SUBSIDENCE OR UPHEAVAL OF THE SOIL, ADOITION OR
REMOVAL OF SOIL BY ACTS OF MAN, EROSION, OR OTHER FACTORS, THERFORE, THIS SURVEY MAY NOT ACCURATELY
DEPICT THE ELEVATIONS AND DRAINAGE PATTERN OF THE DESCRIBED PROPERTY AFTER THE DATE OF THIS SURVEY,
IMPROVEMENT LOCATION CERTIFICATE
GRADING PERFORMANCE CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR MARSHALL BLDG. ENTERPRISES,
THAT IT IS NOT A SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND
THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF PENCE,
BUILDING, OR OTHER FUTURE IMPROVEMENT UNES.
I FURTHER CERTIFY iHAT THE IMPROVEMENTS ON THE A80VE
DESCRIBED PARCEL ON THIS DATE, JUNE 26, 2000, EXCEPT UTIUTY
CONNECTIONS. ARE ENTIRELY WITHIN THE BOUNDARIES OF THIS PARCEL,
EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE
DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, STAMP By
EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR OR
SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID SEAL Dote
PARCEL, EXCEPT AS NOTED.
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PHONE (303) 423-6036 ~ FAX (303) 467-9438
_Jehn & Assoclates, Inc.
_ _ ~ SIONAL ENGINEERS AND SURVEYORS
155 WADSWORTH BYPASS ({100
PRVADA, COLORADO 80003
I ~ S00'41'00"E w/ YELLOW PUSTIC
~k ~SMT, (PLAT) 106.55' CAP LS 17669
- _ _ _ _ - _ _ _
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~ TOP OF FOUNDAPON WALL - 5518.50 N ~
I OJ' (TW) Y y
9.3' -11 13.6'
LOT 53
9.8
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106.55' y I$ET PIN W/ ALUM CAP
L.5.511Y
SEi PIN W/ ALUM CAP
L.5.5112
UNION STREET
LEGAL DESCRIPTION (50' ROW)
LOT 54
APPLEWOOD VILLAGE-SECOND FILING
COUNTY OF JEFFERSON
STATE OF COLORADO
FLOOD INFORMATION
AREAS BE7WEEN LiMiTS OF THE 100-YEAR AND 500-YEAR FLOOD; OR
CERTAIN AREAS SUBJECT TO 100-YEAR FLOODING WITH AVERAGE DEPTHS
LESS THAN ONE FOOT OR WHERE THE CONTRIBUTiNG DRnINAGE AREA IS
LESS THAN ONE SOUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE
BASE FLOOD. PER FEMA FLOOD INSURANCE RATE MAP; COMMUNITY-PANEL
N0. 085079-0005-C, DATED FEBRUARY 4, 1988.
NOTE: THiS CERTIFICATE WAS PREPARED WTHOUT THE BENEFiT OF
A CURRENT TITLE COMMITMENT, THE RECOROEO INFORMATION, WHICH
IS REFERENCED HEREON,IS THE RESULT OF RESEARCH PERfORMED
BY JEHN & ASSOCIATES, INC. AND IS NOT NECESSARILY COMPLETE
BASIS OF BEARINGS
BEARINGS ARE BASED ON THE ASSUMPTION
TNAT THE EASTERLV LINE OF LOi 54,
BEARS 5 00'41'00" W AS
SHOWN ON THE RECORDED PLAT OF
APPLEWOOD NLLAGE-SECOND FIUNC.
20 0 10 20
SCALE: 1 20'
oR coNausive. IMPROVEMENT LOCATION CERTIFICATE
(FOUNDATION ONLY)
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOR MARSHALL BLDG. ENTERPRISES,
THAT IT IS NOT A SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND
THAT IT IS NOT TO 8E RELIED UPON FOR THE ESTABLISHMENT OF FENCE,
BUILDING, OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE
DESCRIBED PARCEL ON THIS DATE, JUNE 26, 2000, EXCEPT UTIUTY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THIS PARCEL,
EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE
DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, STAMP
EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR OR
SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID SEAL
PARCEL, EXCEPT AS NOTED.
Dote
By
MEMOK P,NDUM
IDE2NRTFIEMS OP PUBiLIC WOR'.SS
t0: Darin Morgan, CodeS Admini5trator
FPOM: Bob Goebel, Public WorkS Director*,
DATE: March 27, 2000
91J13JECT: Lot 54 Applewood Village
I have reviewed the building pl3n5 with re5pect to the requirement5 of the Flood Plain
have eeveral comment5.
Foundation I'lan:
5heet 1 of 2
I need to 5ee a total ero55 5ection for the area 5ubjected to the 100 year
flood.
Keference loca tion5 for the detail5 on oneet 2 of 2 5hould be 5hown on
5heet 1 of 2.
Add a note which 5tate5 that 513b thickening 5hould occur on all 50e5 of
the 51ab.
5heet 2 Of 2
Detail 3 5hould be redrawn a5 a complete cro55 5ection 5howing the eloped
4" concrete elab and the 100 year water 5urface elevation of 5446.41 and
that relation5hip to the bottom of the large5t (deepe5t) 5upport beam.
The bottom of the deepe5t 5upport bearn ehould be at lea5t 1 foot above
5446.47.
I believe that detail5 4 and 9 are rever5e6l in title.
Architectural croe5 5ection5 5how in5ulation in the area of the 5tructure
which i5 open underneath. 15 thi5 ineulated flooring 5upported by the 5teel
beam5? Detail nurnber 4 need5 to be compared to 5hee5 6 of 7 of the
Architectural Plan~. Aleo, 5heet 4 of 7 in6ic3te5 GLB'S rather thari the
.
5teel beam5. Remember that the bottom of the 5upport 5teel beam mue't
be 5447.41. To get to the fini5hed floor, the depth of the beam, floor
framing, and flooring material all mu5t be added to thi5 elevation. By my
calculation, it come5 to twenty-one and 3/4 inche5 above the bottom of the
eteel, or 1.76 feet. ThiS added to the 5447.41 give5 a fini5hed floor elevation
5449.17. ThiS 5hould be verified and material5 dimen5ione6i on the cro55
5ection on eheet 2 of 2.
Detail 10 5hould be revi5ed to 5how a 5hear edge on the up5tream end of
the deck wall5 rather than providing only corner protection.
Architectural PIanS:
5heet 4 of 7
Again, thi5 5how5 Glue LamS rather than the 5tructural 5teel.
5heet 5 of 7
Somewhere, the 4" 51ab under the overhang area within the flood plain, mu5t
be 5hown to 51ope to the ea5t to allow for po5itive drainage from under the
hou5e.
5heet 6 of 7
The cro55 5ection at the lower left of the 5heet 5hould 5how the 4° concreie
51ab in the -,lope area under the hou5e. It ehould aloo include the 100-year
water 5urface elevation of 5446.41 feet.
TheSe item5 mu5t be addre5eed and corrected prior to approval of the Building f ermit.
c: Greg Knudson, City Engineer
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Inspection Report
STEEL DIMENSIONS
Footin Ins ection
Client:
1245 Rock Creek Circle
Lafayette, CO 80026
TEL: 303-665-9893
-
Job Address:
Subdivision:
City:
FAX: 303-665-2160
Date: W/9 200o Time: /~•',fo
Footing Inspection
Comments:
Inspector.
.bLH% /.U.jT _/A. v/ _
3-:~VX e.
Incncr+inn Rcnnrt wafl/Grade Beam Reinforcinq
IIJ
Grede Beam
Steel Dimensions
Client: uKlIa.a
1245 Rock Creek Circle
Lafayette, CO 80026
303-665-9893
l
T
Job Address: 334 b" /.vreAJ
Subdivision:
Street:
:
e
Fax: 303-665-2160
Date: 2 zvn Time:
Pour Schedule:_ Temp:Tl~r Weather: v Freeze-proofing fumished:_ Pumped:
Wall on Footing:_)( Narrow spread (strip foot):_ Grade Beam:_ Thickness:_
Pads: #4 @ 8" o.c. with grid tied, plus 2-#5 E.W. @ center:_ Other:_ Poured w/Footing:_
Horiz. 2-9AB: Other:_ 244 mid. Row (>6' wall ht.):_
Extra corner bars: size: spacing:_ o.c.vert. Extra bar behind brick ledge:_
VeR. (>6' wall ht.) #4 ~ other_ Spaced y' in. o.c. Clearance frm inside face: G i
From piers 245 full ht 246 full ht. Plus 245 @ 45 deg.
Steps/bridges: (top) diags. 244 _ 245_ 90 deg. drops:_ continue top row:_
(Bottom) diags. 244_ 245_ Other_
Windows: (0) Wrap (incl. Diags.) #4_ #5_ Top (lintel strength) x10' - #4_ #5_
24" min. lap @splices:_ 60 grade steel:_ Clearance, bends ties OK
Void material depth:_ Dry or sleeved:_ no open ends & flush w/ pier edge:_,
Form panel condition: ~ Appear aligned, level, plumb: ~
Clean, oiled, braced:_ Brick ledge formed:_ Bulkheads in:_
Beam pockets have 5' horz. Bars placed behind: Siding nailers:_
Garege entrence T.O.W. depressed to meet slab. Top horz. Row dropped @ 90_ angled down:_
Garage access door haunch reinforced:
Counterfort( )Loops hook over inside horiz. Wall bars _#4_ #5_ verts.
Approved: Subjecc
Inspection card signed:_
Comments, Observations,
Inspector:
Time on Site:
Reviewed by:
Inspection Report
STEEL DIMENSIONS
Footin Ins ection
Client: Wav'slw0 $44.ilZhs .firAo1.i.c.._
1245 Rock Creek Circle
Lafayette, CO 80026
TEL: 303-665-9893
Job Address: 33~5 C/,vio,v S,4
Subdivision:
City:~~/~ea,~~+°
FAX: 303-665-2160
Date: !r//sioao Time: !D: ~S
Footing Inspection
Comments:
Inspedor: Time on Site:
Reviewed by
. t ~
co.,,,,+ %n1nW[' Zrarla RPam Reinforcina
-
e Beam
Steel Dimensions
C11ent ~
1245 Rock Creek Circle
Lafayette, CO 80026
303-665-9893
T
l
Job Address: 73G5 i~~c.vo~/
Subdivision:
Street: 44
e
:
Fax: 303-665-2160
Date: ZQru Time: LP
Pour Schedule:31a Temp:~ Weather:_ Freeze-proofing furnished:_ Pumped:
Wail on Footing: ✓Narcow spread (strip foot):_ Grade Beam:_ Thickness:_
Pads: #4 @ 8" o.c. with grid tied, plus 2-#5 E.W. @ center:_ Other:_ Poured w/Footing: ✓
Horiz. 2-#48B: "her: 244 mid. Row (>6' wall ht.):_
Extra comer bars: size: spacing:_ o.c.vert. 6ctra bar behind brick ledge:_
Vert. (>6' wall ht.) #4 T_ other_ Spaced 3Y in. o.c. Clearance frm inside face:_ in.
From piers 245 full ht 246 full ht. Plus 245 @ 45 deg.
Stepslbridges: (top) diags. 244 _ 2-#5_ 90 deg. drops:_ continue top row:_
(Bottom) diags. 244_ 245_ Other_
Windows: (0) Wrap (incl. Diags.) #4T #5_ Top (lintel strength) x10' - #4_ #5_
24" min. lap @splices: --~60 grade steel:_ Clearance, bends ties OK ✓
Void material depth:_ Dry or sleeved:_ no open ends & flush w/ pier edge:_
Form panel condition: Appear aligned, level, plumb: v
Clean, oiled, braced:_ Brick ledge fortned:_ Bulkheads in:_
Beam pockets have 5' horz. Bars piaced behind:_ Siding nailers:_
Garage entrance T.O.W. depressed to meet slab. Top ho2. Row dropped @ 90_ angied down:_
Garage access door haunch reinforced:
Counterfort( )Loops hook over inside horiz. Wall bars _#4_ #5_ verts.
Approved: Subject
Inspection card signed:_
Comments, Observations,
Steel Dimensions LLC
1245 Rock Creek Cirde
Lafayette, CO 80026
I'EL: (303) 665 - 9893
FAX: (303) 665-2160
iN i,AYniiT
Client: it/wrs(.,/~(r~ ✓~rr:s ~fi~_.:=: Job Address:~~3(~S
Subdivision:
Street: ~
City or County'~ o .Qic~~tC~
Date: Time: 44'30
(
(L) Indicates IocaHon of low point
Observations:
9
Foundation Type:
Conv. Footing Narrow Spread Footing:_
Drilled Piars:
Drain Type:
[nterior. ✓xterior:
Drain Profile•
Pipe Dia.::~7 in. Pipe Type: Flexible:~~igid:
Bedding: Type:_,4tKrra ation: in Depth:/j,_ in
Trench lined w/ polyethylene:_ Liner extends up wall:_
Bedding covered with:
Other: _
Glevation Changes are Wrapped: Yes No
Outfall:
To Sump Pit To Underdrain System
Inspector: Time on
Reviewed
~ -
Miles:
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 10467
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE Date : 5/3/00
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Property Owner :
Property Address : 3365 UNION STREET Phone : 238-3986
Contractor License No. : 19396
Company : Marshall Building Enterprises, Inc. Phone : 798-8900
OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurete,
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 aliegations
made are aeeurate; that I have read and a8ree to abide by all conditions printed on this
application, and that I assume full respon ili for mpliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable 1 at idg~rd' ces, for work under this pertnit.
(OWNER)(CONTR4CTOR) SIGNE d DATE~
cwa ~
y
Description : Lot 54, Applewood Village, 2nd Filing 3365, Union Street,
Construction Value :
$259,812.00
Permit Fee :
$1,889.75
Plan Review Fee :
$1,228.34
Use Tax :
$3,897.18
Total:
$7,015.27
Use : t 1' W otals n0 n
Wheat Ridge, CO 80033(2iT a y"- /
BUILDING DEPARTMENT USE ONLY
Approval : MLC
Zoning : RI-A
Approval : OKIDM
Approval : GK
Occupancy : Walls
SIC : Sq. Ft. :
Complies with RI-A regulations
Please Note:
Per commentOwmer / conhactor is responsible for locating properry
lines and consWcting improvements according to the
spproved plan and required development standards.
The City is not responsible for inaccurate infoRnation
submitted within the plan set and any construcGon
Roof : errO%MMP8 Irom ina~AfST%%n,
Electrical License No : 20602 Plumbing License No :19308 Mechanical License No : 19308
Company :Miller Quality Electric Company :GT Plumbing 8 Heating Company : GT Plumbing & Heating
Inc. Expiration Date : 5/4I01 Expiration Date : 5/4/01
Expiration Date : 2128/01 qpproval : Approval :
Approval :
(t) This pertnit was iesued in accordance with the provisiona set forU in yopur appliwUon and is sub1'ect to the laws ot the State of Colorado entl to the Zoning
Regula6ons and Building Cotle N Wheat Ritlge, Coloredo or any other applfoble artlinances oF Ne Ciry.
(2) This pefmit shall euDire if (A) the work autharizetl is not commenceC within sixly (80) Oays from issue Gate or (B) the builtling auNOrized is suspended or
abandonetl for a period W 720 days.
(3) If this pertnil expires, a new permil may be acquired for a fee of one-haN the amount normalty required, provided no changes have been or will be made in the
original plans arW speafications and any suspension or abantlonment has not exceetled one (1) year. If changes are matle or if suspension or a6andonment
exceetls one (1) year, full fees shall be paid for a naw pertnit.
(4) No woilc of any manner shall be done that wlll change the natural Bow of water ceusing a tl2inage problem.
(5) Contractor shall no6y the Building Inspector hvenH-Pour (24) hours in advance for ell Inspections antl shall receive wntten approval on inspection card before
proceedii th successi phases of the1'ob.
(6) The is of a the approval of drewings antl specifications shall not be construed ro be a pertnit for, nor an approval of, any violatlon of the provisions
Mth Itli y other ordmance, law, mle or regulaUOn.
Chief Building Inspector For Mayor
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
CALL: 234-5833 24 HOURS PRIOR TO INSPECTION
DEPARTMENT OF PLANNING APJD DEVELOPMENT Building Permit Number : H
BUILDING INSPECTION DIVISIQN -235-2855 ~C
CITY OF WHEA7 RIDGE Date :
7500 WEST 297H AVENUE
WHEAT RIDGE, CO 80215 APPLICATIo N
PropertyOwner: Lee F. & Trlendy Storrer
PropertyAddress: 3365 Union St,Wheatridge,Co II0033 Phone: (303; 238-3986
Contractor License No. : 19 3 9 6
Company: Marshall Building Enterprises, IncPhone: (303) 798-8900
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurete,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restnaions of recard; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building
Cotle N.B.C,land DII other appljcable Wpeatfiidge ordinances,Jor wort~-rndeythis pertnR.
Construction value : a5(~ 1~ld.C~U
P rmit Fee : i8g`1• 7Jr
z~~Use Ta y ~22$. 3~l
3Kq7, IS
Total : -7 pZ 7
Use :
4 Po - 2 2-5. iIo
Description: Lot 54, Applewood Village, 2nd Filing
3365 Union St., [4heatridge, CO 80033
- 2y6,2~
1-_BUILDING DEPARTMENT USE ONLY
CCI11 ~lkS Rt - A v'lRCwS ' SIC : Sq. Ft. :
~n ~ U
Appruval : %L
p~~se Noh:
Zoning: RI-P, pwner/contractorisresponsibleforlocatingpro~,
u._~~oepGnes and censtructing improvementa ccco:c:irg tolt,c MA4 a LU~~~0 ~
approved plan and r"quireci dcrelop cnt styrdarls.
Approval -~5 T'be City is not responsible for in ccuraie'r :`orma{fc-i I
- submitted within the plan set and any
Approval : 77 errors resulting Lom ina;,cwafe
Occupancy : Walls : Roof : Stories : Residential Units :
Electrical License No : a
Company:Miller Ouality
Electric Co.
Expiration Dafe :
Approval:
Plumbing License No : 179641
Company : G. T
Expiration Date
Approval:
Plumbing
8/31/2001
Mechanical License No :
Companyd,> _'5_r,.c,
Expiration Date :
Approval:
oc'r °'-3r'
(1) 7his permit was issuetl in au:ortlance with ihe pmvisions set forth in yapur applifalion antl is subject to the laws of the SWte of Coloratlo anC to the Zoning
RegulaGons and Building CoCe ot Wheal Ritlge, Coloratlo or any other applimble oMinances of the Ciry
(2) This pertnit shall expire if (A) Ma work auMOnzetl is not commencetl wiNin sixty (80) days hom issue tlale or (B) the builtling authonzetl is suspenAetl or
a6antlonetl tor a penotl of 120 Eays.
(3) If Mis pertnit expires, a new pemmt may be acquired for a fee of one-half the amount normally requireQ OmviEed no changes have Deen or will he matle in tlie
onginal plans anG specifirations an0 arry quspension or abantlonment has not exceeEetl one (1) yeac If changes are made or tt suspension ar abenOonment
exceetls one (1) year, full fees shall be paitl for a new pertnR.
(a) No work of any manner shall be tlone ihat will chanpe the naN2111ow of water causing a C2inage problem.
(5) ConVaqor shall noliry the Builtling tnspec[or Iwenty-MUr (24) hours m aCVance For all mspections antl n roval on inspectian arE before
proceediing with succesaive phases ot the ob.
(6) The issuance of a permd or Ue aOProval o~tlrowings and specifiwlions shall not be consweC to id for, nor an a ~ any violation of Me D~~sions
of Ne builtlino eodes.ereav oNer oidmance, law, rule or regulalion. i,
Chief Builcing
~y
1 \~~4ra) I irD
MAR 17 2000
Ma~gvmQdmMd-~~ marshall building ent 303
Pieate refer to 5axion 26%V.
,Wh&W~~#~j 3035769191 PAR75 SiR DFFICE
W110115 ~
a
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AddiUonal u+xs or sheuba:
Rcqtdred ` pwpomd. F
~
Pe~centage of Ianda~xped Aca to`.~a
'
N
Rc*wddBY BZ1
p.2
PauE 01
/
798-0900
r
WAW~" 7-7
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PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date 3 2 e c~
ApplicantMCA~'51~..11 bA •ortSGS Phone#'Le 71~ -~906
Location of Construction jntan
00
Purpose of Construction jnG.J STfL Building Permit Value ~
Single Family ~ Commercial _ Multi-Family
DEVELOPMENT REVIEW FEES
Develapment Review Processing Fee: $50.00 $ _50
(for document processing)
00
Single Family Residential Review Fee: $25.00 $ Z5,
(for review of applicable technical documents )
CommerciaUMulti-Family Review Fee: $50.00 fee (for review of existing
technical documents), $500.00 fee (for review of technical documents for
construction in right-of-way, final drainage report and erosion control plan).
Subdivision Improvement Agreement Fee: $125.00 $ O-
(for document processing and recording)
Development Covenant Fee: $125.00
(for document processing and recording)
CDOT Access Permit Fee: $100.00 $ -6 -
(for document application and processing)
Traffic Impact Study Review Fee: $100.00 $ -0-
(for document review and processing)
_o
Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00~ $ ~5~•
(for document review and processing)
TOTAL REVIEW FEES: (due at time of building permit issuance) $ ZZ~. C>o
PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAI LICENSING AND PERMITTING
FEES flEQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY.
Signature of Applicant Date
OF VH~~T
DEPARTMENT OF PUBLIC WORKS
BUILD/NG PERMIT APPLICATION REVIEW -
D'dYP.: L Z7, ZmOo
Tncatinn• ~i-(oS /l.vionl
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a
at theabove referenced address. Please note the summary comments below.
1. --4 Boundary Closure: --'OK _ Not OK; refer to stipulations.
2. ~G Drainage:
a. Drainage plan and report needed _
b. Drainage plan not needed
c. Lot drainage/grading to be reviewed by Building Division _
d. Site drainage/grading pro isions have been reviewed and are:
OK Not OK; refer to stipulations.
3. NPDES Permit Required: _ Yes K No
4. ~ Public Improvements:
a. street paving needed:
Yes
X No
b. curb and gutter needed:
Yes
x No
c. sidewalk needed:
Yes
x No
d. street lights needed:
Yes
x No
e. storm sewer needed:
Yes
X No
f. letter of credit required
: Yes
x No
If a letter of credit is required,
for what improvements? _
5. ✓
6.
7. ~
8. ~C
9. _
10
11.
Amount of letter of credit:
Subdivision Improvement Agreement required: Yes K No
Development Covenant required: _ Yes _ No
If Yes, for
Traffic impact analysis and report required:
State Highway Access Permit needed:
New roadway or alley R.O.W. dedication recommended:
If yes, what is recommended?
All e~sti dedicated roadways/alleys meet the standazd
If n, whi h danot and what il reauested: iuc,e--FrA4l
Yes •C No
Yes K_ No
Yes No
_ Yes T No
AL: The P iflic Wor Department has reviewed this request and hereby gives it;
subject t he above d/or attached stipulations.
Gree Knudson Date
12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give
its approval for the reasons stated:
Signature Greg Knudson Date
13. ~ Shpulations attached: _ Yes !F~1o
14. _,-~Summary Comments:
L6'ryTti~cc~\of~ Lf ~t F~iZ TLe."vlan "rc-oob
t Cw;~> --rrvel. --E'o G- D.
\
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80275
The Ciry o/ ~OF WHEqT~
i~
GWheat A, m
GRidge
c°t o R a.loo
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE ff, L 7-7 Z.ooo ADDRESS
Dear Contractor:
33(~'S 441,oA/ sT
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 construction commencing, the City's representative
will conduct an onsite inspection to determine the existing
condition(s)of the public improvements at this address.
If o have any questions, please contact me at 235-2868.
Si erely, ~
Greg Kn7dson, M.P.A.
Development Review Engineer
cc: File
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPAflTMENT FAX: 235•2949
Code Correction List
Aprii 10, 2000 D~
v /
Owner: Storrer
Builder: Marshal Building Enterprises, Inc.
Address: 3365 Union
Description: New SFD
1. Show crawl space vent sizes and locations on foundation plan. Crawl space vents
/ and openings into the foundation are not permitted belowflood pian elevation, show
elevations. Mor`jV'o,v PGa,,Vs: Y~TS ~ou-re~ R~~+'~ Je►s'rs
~2. Label all tempered glass on plans.
Provide a drain pan under water heater.
Y"
Label all outlets requiring GFCI protection.
9-
5. Show additional smoke detectors in master bedroom, outside bedroom #1 in
G
9dj laundry area and in living / dinning area.
e16. Underside of stairs used for storage will require 5/8" type "X" sheetrock.
Please make these additions or corrections to the submittal and resubmit for review, if you
have any questions or comments please feel free to contact me at 235-2853.
Sincerely,
Darin Mor
Codes A rrator
~ ~9BUE,~A
b ~
4 ~
M E M 0 R A N
woRU
T0: Darin Morgan, CodeS Administrator
FROM: .Bob Goebel, Public WorkS DirectorMt
DATE: March 27, 2000
6UBJEGT: Lot 54 Applewood Village
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I have reviewed the building plan5 with re5pect to the requirement5 of the Flood Plain. I
have 5everal comment5.
Foundation Plan:
5heet 1 of 2
I need to see a total cro55 5ection for the area 5ubjected to the 100 year
)1;~,'f ~ti- flood.
Reference location5 for the detail5 on 5heet 2 of 2 5houl6i be 5hown on
Sheet 1 of 2.
Add a note which 5tate5 that 51ab thickening 5hould occur on all 5ide5 of
the 51ab.
5heet 2 Of 2
Detail 3 5hould be redrawn a5 a complete cro55 5ection 5howing the 51oped
4" concrete 51ab and the 100 year water 5urface elevation of 5446.41 and
that relation5hip to the bottom of the large5t (deepe5t) 5upport beam.
The bottom of the deepeet 5upport beam 5hould be at lea5t 1 foot above
5446.47.
! I believe that detai15 4 and 9 are rever5ed in title.
Architectural cro55 5ection5 5how in5ulation in the area of the 5tructure
which i5 open underneath. Is thi5 insulated flooring 5upported by the 5teel
' beam5? Detail number 4 need5 to be compared to 5heet 6 of7 of the
Architecturai PIanS. AISO, 5heet 4 of 7 indicate5 GLB's rather than the
5teel beam5. IZemember that the bottom of the 5upport eteel beam mu5t
be 5447.41. To get to the fini5hed floor, the depth of the beam, floor
framing, and flooring material all mu5t be added to thi5 elevation. By my
calculation, it come5 to twenty-one and 3/4 inche5 above the bottom of the
1~. 5teel, or 1.76 feet. ThiS added to the 5447.41 give5 a fini5hed floor elevation
p` 5449.1 7. Thie 5hould be verjfied andrrrat~riai"5"~Itmer~fii ed' on the cro5e
~ :.1 f; .
2 ~
5ection on 5heet 2 of 2. r; E~t lv `~4 h T' '
~ ~
. - .
Detail 10 5hould be revi5ed to 5how a 5hear edge on the up5tream end of
the deck wall5 rather than providing only corner protection. ~
~
Architectural PIanS:
5heet 4 of 7
.;',v qgain, thi5 5how5 Glue LamS rather than the 5tructural 5teel.
9heet 5 of 7
5omewhere, the 4" 51ab under the overhang area within the flood plain, mu5t
be shown to 51ope to the ea5t to allow for po5itive drainage from under the
hou5e.
5heet 6 of 7
7he cro55 5ection at the lower left of the 5heet 5hould 5how the 4" concrete
51ab in the 51ope area under the hou5e. It 5hould al5o include the 100-year
~
water 5urface elevation of 5446.41 feet. Sti~, re Ay<. ~.r+ P°- ~
r. rv
TheSe item5 mu5t be addre55ed and corrected prior to approval of the Building I'ermit.
c: Greg KnudSOn, City Engineer
N
}aa=1 pg 0 09
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M E M 0 R A N D U
DEPAA'IMI'NCOP'PUBISC WORKS
M
T0: Board of Adjustment
FROM: Bob Goebel, Public Works Director~
DATE: February 23, 2000 Y l
SUBJECT: CaSe No. WF-00-01
3365 Union 5treet
CIa55 II Flood Plain Exception
As directed by the Board in their requirement5 of approval of the referenced CIaSe II
Flood I'lain Exception, I have reviewed the concern5 which Mr. Polivka had in hi5 letter to
the Board. I 5poke with Mr. Polivka and he wrote a followup letter to which I have
re5ponded. To the be5t of my knowledge, the concern5 have been or will be addre55ed.
ThiS review ha5 not changed my recommendation for approval.
c: Alan White, Director of Planning and Development
Mary AuStin, i'lanner
MRR-21-2000 14:15 FROM:SDMSINC 3039872632 T0:303 235 2857 P.002,002
Mar-21-00 lO:lOA DEVREVFAX 303 235 2857 P.02
Mar-26"'S.S°.V...h4:-r-WV:`xVFAX . 303 236 9067 R.2f2P.02
CITY 0! W8=A'f 1 IDGE
C1C1CtMCATE OF WATER AIYD StW61 bEAVICMwvAII.A8II,1'!7+
. Nota m Applianr. w buildie= prnric will aoe be WUW +viehoue ehiS Gni6eue apud by y,e
• ' Dbbiee ot Agmey mpptYlpi trevien. 776rA.. &U.a .
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U&M suslteAvrWM • 0 SwsrimialYwAnlWlt
ommpbag(ggdkim Subject to compliance with the rules and regu
of the District ahd upon payment of tap fees.
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or Apa a.Dw a aco
hftr+eo cMa &.ue DWWr cro serric7
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94 WWe savin AvAblt
ahw s.r a lYet AvWbbY
ComennoiCadidm;Itater servlca is•sabject t) compltance Ktth the Company's
n11es, re ulntions and requlrements for sueh fervlce.
O~~tnvlrt~rBMit~rC~ era ~ ~ /1,(~ii~~ v'~M1'~
I A~r°n' ac"!ree~+md ~anu ~ ap.
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MAR-20-2000 64:39PM TEL)303 235 2857 ID)SOMSINC pqGE:002 R-90x
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CERTIFICATE OF RESOLUTION
I, Ann Lazzeri, Secretary to the Ciry of Wheat Ridge Boazd of Adjustment, do hereby certify that
the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson,
State of Colorado on the 27th day of January, 2000.
CASE NO: WF-00-01
APPLICANT'S NAME: Lee Storrer and Wendy Ammon Storrer
LOCATION: 3365 Union Street
Upon a motion by Boazd Member ABBOTT and second by Boazd Member HOVLAND, the
following resolution was stated:
WHEREAS, the applicant was denied permission by an administrative officer; and
WHEREAS, Boazd of Adjustment Application Case No. WF-00-01 is an appeal to this Boazd
from the decision of an administrative officer; and
WHEREAS, the property has been posted the fifteen days required by law, and in recognition
that there were no written protests registered against it, but also in recognition that there were
verbal concems expressed to this Boazd from adjacent neighbors;
WHEREAS, the relief applied for may be granted without substantially impairing the intent and
purpose of the regulations governing the City of Wheat Ridge.
NOW, THEREFORE, BE IT RESOLVED that Boazd of Adjustment Application Case No.
WF-00-01 be, and hereby is, APPROVED.
FOR THE FOLLOWING REASONS:
The property in question is zoned Residential I-A and the proposed use of the property
for a single family dwelling is permitted as a principal use in that district. The lot is of
sufficient size for the district in that it exceeds the minimum requirements for lot azea and
width. The property is located within the single family residential azea; therefore, the
proposed use is compatible with the surrounding neighborhood and is in conformance
with the City's Comprehensive Plan.
2. Referrals were sent to Bob Goebel, Director of Public Works and Flood Plain
Administrator, and to Bill DeGroot, Chief of the Flood Plain Management Program
for the Urban Drainage and Flood Control District. Mr. DeGroot responded with no
objections as long as the proposed first floor is a minimum of one foot above the 100-
yeaz flood plain elevation.
Upon completion of his review of the application, Mr. Goebel outlined his findings in a
letter dated December 6, 1999 (attachment 7): °It is a requirement of the Flood Storage
District that the first floor elevation be established a minimum of one foot above the base
flood elevation. Therefore the lowest part of the structure, supported by the piers, shall
be at a minimum elevation of 5, 4471 feet above sea level." This elevation will be
verified during construction and an elevation certificate from a professional land surveyor
must be submitted prior to issuance of a certificate of occupancy.
WITH THE FOLLOWING CONDITIONS;
All engineering provisions as set forth in the letter from Bob Goebel, Director of Public
Works, as submitted to the Boazd shall be complied with to the satisfaction of the city.
2. No storage of any kind, fence, playground equipment or any other item which could in
any way impact the flood storage area or the flood way shall occur within the flood
storage azea or flood way portion of this property. This shall include azeas under the
elevated portion of this structure.
3. Bob Goebel, Director o£ Public Works, shall review the engineering questions outlined in
a letter to the Boazd, dated January 26, 2000 from William G. Polivka, 12001 West 32nd
Drive and determine their merit as related to this case.
VOTE: YES: ABBOTT, BROWN, HOVLAND, HOWARD, NNKER,
MAURO, THIESSEN
NO: ECHELMEYER.
DISPOSITION: A Class II Flood Plain Special Exception Permit to construct a single
family residence on piers within the Flood Storage District was
APPROVED.
ADOPTED and made effective this 27th day of January, 2000.
~ ~,J s LL~= ~ ' ~
BOB HOWARD, Chairman Ann Lazzeri, Secr&ary
Board of Adjustment Boazd of Adjustrnent
MARSHA7.L BUILDING ENTERPRZSES, INC.
1501 Nest Campus Drine, Unit N
Littleton, Co 80120-4535 (303) 798-8900
DESCRZPTION OF l91TERIAI,S
Exhibit "C"
Date: Februarv 2 2000
Property Address 3365 Union St. City Wheatrid¢e State CO
Legal Lot 54 A lewood Villa e 2od Filin
Purchaser: Lee F and Wendv J Storrer Telephone Number: Mobi(e (303) 598-8305
Home - 303 238-3986
Current Address: 6028 S. Pierson Ct. Littleton CO 80127
1. EXCAVAI'ION: Hearina soil rioe• To be determined bv Soil Test
Import Dirt: None Export Dirt: None
Tree Removal: None Culvert: None
2. FOiJNDATIONS:
Footings: Concrete Mix ; Strength psi: 3.00 0 psi ; Reinforcing: Per Engineer
Foundation Wall: Material Concrete 3000 psi ; Reinforcing: Per Enaineer
Columns: Material and Sizes Stee13 '/z" DIA , Piers: Material and Reinforcing 3000 PSI Conc & Rebar
Girders: Material and Sizes Steel Beams-Per Plan , Silis: Material N/A
Window Areaways , Waterproofing Asuhalt Emulsion
Footing Drains: As Per Soil Test - M& L bv owner , Basement-less Space: Ground Cover
Insulation: , Foundation Vents: Metal - in rim ioists
Special Foundations: To Be Determined B Soil Test
Additional Information:
3. CHIMNEYS:
Material ; Prefabricated (Make & Size)
Flue lining: Material ; Heater Flue Size ; Fireplace Flue Size
Vents (Material & Size): Gas GI - 6" ; Water Heater 3" Into Ftunace Vent
Additional Information:
FIREPI.ACES:
F'veplace #1: Location _
TvnP- : Solid
Fireplace: Facing_
Additional Information:
Brand ; Model
r,as gurning; ; Cirwlator (Make & Size):
Heaith; ; Mantel:
Fireplace #2: Location ; Brand ; Model
Type: ; Solid Fuel: ; Gas Buming: ; Circulator (Make & Size):
Fireplace: Facing ; Hearth: ; Mantel:
Additional Information:
5. EXTERIOR WALLS:
Wood Frame: Wood Grade, & Species DF KDW W STD & BTR ; Corner Bracing X; Bldg. Paper/Felt
Sheathing OSB ; Thickness 'h" • Width 4' ; Solid X; SpaceA_o.c."; Diagonal
Siding ; Grade ; Type Rou ; Size • Exposure Fastening
Stucco Cement Base ; Base Thickness 3/8"; Exterior final coat to be color elastromeric
Masonry Veneer: Cultured Stone ; Sills: Same ; Lintels: Steel ; Mortar: Standard ; Joints: Struck
Additional Information: Cultured Stone - Dressed Field Stone
Gable Wall Construction: ; Same As Main Walls: X ; Other Construction
Exterior Painting: Material: Exterior Paint ; No. of Coats: 2
Additional Information: Exterior wall framin to be 2 x 4
LMRBHALL HUILDI27G &NP6RPRISE3, INC.
resexves the xight to substitute
material of equal or bettez quality.
Signature:
Signature:
6. - FLOOR FRAMING:
Joists: Wood, Grade and Species DF STD & BTR; Other TJI - Series "150"-9 'h"; Bridging ; Anchors G[
Concrete Slab: Bsmt Flr ; 1' Flr ; Ground Supported ; Self-SuppoRed ; Mix
Thickness ; Reinforcing ; Insulation
Fill Under Slab Material ; Thickness
Additional Information:
7. SUBFLOORING:
MateriaL• Grade & Species Group #1 Standard Plvwood ; Size 4 x 8-3/4" ; Type T&G
Laid: 1' Flr X ; 2vd Flr X ; Attic Sq. Ft. ; Diagonal ; Right Angles
Additional Information: Glue & Nail• Preaare Subfloor for Ca_roet and Linoleum
8.
FLOORING• (Wood Only Describe Other Finish Flooring Under Itetn 21)
1 u Location
Rooms
Grade
S ecies
Thickness
Width
Buildin Pa er
Finish
1~`Floor
Kitchen
#1
Oak
25/32"
2'/+"
RedResin
Pol ethane
2nd Floor
Additional Information: Guest bedroom 41 Owner to sup
plv install ana imisn ni stnv oaK Iioonne m oeurouiu mMilu ~L~V..
9. PARTITION FRAMING:
Studs: Wood, Grade & Species STD & BTR KDW W ; Size & Spacing 2 x 4(~a, 16"oc ; Other:
Additional Information :
10. CEII.ING FRAMING:
Joists: Wood, Grade & Species Hem Fir-as reauired
; Other: Engineered Trusses ; Bridging:
Additional Information:
11. ROOF FRANIING:
Rafters: Wood, Grade & Species Enaineered Truss
; Roof Trusses (Grade & Species) 1500 F Per Details
Additi onal Information:
12. ROOFING:
Sheathing: Wood, Grade & Species 4 x 8- 9/16" OSB
Roofing: Elk Pres[iaue II ; Grade 25 vear ; Size
Per Manuf. ; Type Dimensional Seal Down; Solid
Underlay 15# Roofins Felt ; Weight or Thickness 15#
; Size 30" ; Fastening Staole
Built-up Roofing ; Number of Plies ; Surfacing Material
Flashing: Material G.I.
; Gage or Weight: 26 GA
Additional Information: Flat deck (a) master bedroom - full
v adhered EPDM w/2' x 2' conaete naver
13. GUTI'ERS AND DOWNSPOUTS:
Gutters: Material Galvanized tron ; Gage or Weight 26 GA ; Size 5: ; Shape OGEE
Downspouts: Material Galvanized Iron ; Gage or Weight 26 GA ; Size 2" x 3" ; Shape OGEE ; Quantity Per Plan
Downspouts connected to: Downspout extensions SO" LonQ : Material & Size S/A Down Suout
Additional Information:
14. DRYWALL/GYPSUM BOARD:
DrywalL Walls X; Ceilings X; Material Gwsum Board ; Thickness %z" ; Finish: Medium Knockdown Texture
Joint Treatment: Taped and Bedded ; Windows Retum:
Corner Treatment: Round Corner
Gazage: 5/8" all Fire ta ed onl to Level II fmish
Additional Information:
lIIIIASHALL HVILDING LNTEABIIZBES, INC.
tesecves the right to substitute
material of equal oi better quality.
Signature:
Signatuie:
15. DECO.RATING: (Paint, Wnllpaper, etc.)
Finish
Same As
Bath I Prime & 2 Coats Latex Base Enamel I Same As Walls
Other Fin. Areas I 1 Coat Prime Texture ! 1 Coat Latex I Same As Walls
Gazage Interior: P
Additiona( Information:
16. INTERIOR DOORS & TRIM:
Doors: Type 6 Panel ; Material Hem Fir ; Thickness 1 3/8
Door Trim: Type Anderson ; Material Clear Pine ; Base: Type Anderson ; Material Clear Pine ; 5ize 3'/s"
Finish: Doors Stain & Lacquered Trim Same
Closet Shelving: Particle Board, Super Shelf w/MDF cleat
Other trim: (Item, Type & Location):
Additional Information:
17. WINDOWS: (Dual Glazed)
Windows: Type Casement ; Make Windsor ,
Glass: Gtade SSB & DSB ; Lmv-"E"
Trim: Type Mderson Material Pine
Material Pine/ Clad ; Sash Thickness Per Manuf ;
Grills Per Plans , Head Flashing G.I. ,
PainUStain Stain , # Coats 2 >
Weather-stripping: Type Factorv ; Material Per Manufacturer ; Screens: Full X; Half_; Type Removal ;
No. AII ; Screen Cloth Material Per Manufacturer ; Basement Windows: Type ,
Material ; Screens ; No. ; Special Windows: Acrvlic Blcek as uer olans ;
Additional Information: Custom lass block window over tub in master bath
18. ENTRANCES & EXTERIOR DETAII.:
Main Enrtance Door. Material Fiher¢lass FC60 w/2 FC 18 SL
,
Width
3'
Thickness
1'/I' ;
Frame: Material Hem Fir with Brick mold
,
Width
6 9/16" ;
Thickness
5/4" ;
Other Entrance Doors: Location/Material Living Room- Windsor alum clad swin¢
door ,
Width
2'6" ;
Thiclmess
1'h" ;
Other Entrance Doors: Location/Matetial Bedroom #1. Exterior Slider
,
Width
6' ,
Thiclmess
1'/." ;
Other Entrance Doors: L,ocation/Material Mstr Bdrm - Windsor alum clad swinft
door ;
Width
6' ,
Thickness
1'/d' ;
Frame: Material Hem Fir ; Thickness 5/4 ; Head Flashing
G.I
>
Weather-sVipping: Type Fadorv ; Screen Cloth Material None
; Shutters: Hinged/Fixed None ,
Exterior Millwork: Cnade & Species Rcdwood and/or Hem Fir
; Paint
of Coats
Redwood Decks/Rails: Conheart Redwood - 2x6 Decking
.
Additional [nformation: Potch and deck railinfts to be wrouah iron 2" rails 1 Yz"
bottom rail
'/z" batisters
>
19. CABINETS & INTEffiOR DETAIL:
Kitchen Cabinets, Wall Units: Material Brandon Lesacv Oak - Raised Panel
; L"meal Foot Shelves: Per Plans
Shelf Width 11" Standard ; Base Units: Material Same ; Finish of Cabinets
Stained of Coats Per Manuf. ;
Kitchen Counter Top: Plastic Laminate Edging: Same - s.c.s. ,
Back & End Splash:
Flat Deck ,
Wet Bar; Plastic Laminate , Edging: Same - s.c.s. ,
Back & End Splash:
Flat Deck ,
Master Vanity: Plastic Laminate ; Edging: Same - s.c.s. ,
Back & End Splash:
Flat Deck ,
Other Vanities: Plastic Laminate , Edging: Same - s.cs. ,
Back & End Splash:
Flat Deck ,
Laundry: ; Edging:
Back & End Splash:
>
Other Cabinets & Built-In Furniture: Dinina azea - Buffet - Bv Ownet Livin¢ Room - Wet Bar - By Owner
,
Mirrors: Powder Room - 18" ova1= other bathrooms - 42" hiph x vaniri width
>
Medicine Cabinets: Make Miami Carv ; Model: Mirrored - 14"x24"
,
Additional Information:
~
20. STAIRS Treads Risers Jacks
Reiling
Belisters
Stair: Material Thick Material Thick Material Thick Material T6ick
Material Thick
Basement
Main
Fir
5/4
Pine
5/4
Fir
2 x 12
Fir
I 3/8"
None
Attic
Additional Information: Rai16010 Profile wBrass Brackets - on 'h wall between stairs & at landin¢
ypRBgWZ 8V2LD1NO tNTERPAIStB, IIiC. Signature:
reserves the right to substitute
material of equal ox better qvality. Siqnature:
21.' SPECIAL FLOORS & WAINSCOTT:
F
L
O
O
R
I
N
G
Wall Base Under Floor
L
11~terial
Allowance
Material
Material
loset
Tile 12" x 12"
9.50 s. ft.
Wood
Pl ood
Sheet Vin l
$23 d installed
Wood
'/d' Pl ood
see hardwood
'
owder
Sheet Vin l
$23 d installed
Wood
Pl l
'/d
Ca eted Areas
Ca et, Pad and Labor
$17.50 d
Wood
Pl ood
Mater ial, Border Cap, Sizes
W
A
I
N
S
C
O
T
Height In Shower
Bath #2: Master Bath: Tub
4'/d' x 4'/<" ceramic tile
$7.50 sq.ft.
12" high tub surround
NA
Master Bath #2: Shower
4'/d' x 4'/," ceramic tile
$7.50 s. ft.
Shower Head Hei t
80"
Bath #1 - Shower
Ceramic Tile - M& L
By Owner
By Owner
BY OR'oer
Bath #3 - Tub Surround
4'/," x 4'/." ceramic tile
$7.00 s. ft.
Shower Head Hei t
80"
Kitchen Backsplash
6° x 6' ceramic tile
$10.00 sq. ft.
Bath Accessories Recessed:
Material Polished Brass
Total 2
Attached: 1vlatenai r.ts. .
i oLa, ~
Bath Accessories Recessed:
Material Chrome
Total 2
Attached: Material Chrome .
Total 2
Additional Information:
All accessories furnished b
owner, installed b
contractor
22. PLUMBING - ll P► b' furnis6ed & installed by owner
Fixture
Sink
Sink Soap Disp.
Sink Faucet
Powder Lavatory
Powder Faucet
Lavatory
Lavatory Faucet
Lavatory
Lavatory Faucet
Water Closet
Water Closet
Bath Tub Master
Tub Valve
Shower Base
Shower Handle
Laundry Tray
Laundry Faucet
3/4 Rough In
Wet Baz Sink
Gas Line
BBQ Gas Line
um
No.
mg
Location
Make
Manufacturer ID#
Size
Color
J.._
1 /1L:....4u C.ra
A
hunl
Water Supply: Public X Community System
Sewage Disposal: X Community System
~
]ndividual (Private System)
Additional Information: Gas Ran e Gas to ovens - Gas to dLiLer
House Drain (Inside): Cast Iron ,
Water Piping: Copper Tubing X
Domestic Water heater. Type N.G. ,
Gas Service: Utility Company X
Gas Piping: Cooking X ; House Heating
MARS9ALL HUILDffiG ENTERPR13S8. INC.
reserves the tight to substitute
material of equal oi better quality.
PVC X , House Sewer (Outside): Cast Iron ; PVC X
O[her ; Sill Cocks: 2- (1-front 1-cearl
Make/Model: , Capacity Gallon
Liquid Petroleum Gas ' Other
; Footing Drains Connected To: Sump Pit X-Bv Owner
Signature:
Signatuie:
23; HEATING:
Hot Water X
; One-Pipe System
; Two-Pipe System
Radiators
; Convectors
; Baseboard Radiation
; Make/Model
Radiant Panel: Floor
; Wall ;
Ceiling ; Panel Coil: Material
Circulator
; Return Pump
; Make/Model
; Capacity GPM
Boiler. Make/Mode(
; Output BTIJI I N
et Rating BTUH
Additional Information:
Comolete Hot Water HeaHne Svstem Furnished & Installed bv
Owner
Wazm Air: Gravity
; Forced
; Type of System
Perimeter
Duct Material: Supply
; Return
; Insulation ; Thickness
; Outside Air Intake
Furnace: Make & Model
; Capacity
CFM
Controls Make & Types
All Coutrols Furnished & Installed bv Ownet
Fuel: Natural Gas X; Liquid PeVoleum Gas Electric ; Other
Ventilating Equipment: Attic Fan, Make/Model ; Capacity CFM
Kitchen Exhaust Fan: Make/Model Hood Furnished installed & vented - Bv Owuer
Other Ventilating Equipment: Bath Exhaust Fans Powder Master Bath #1  Laundrv- M& L bv Owner
Air Conditioner: (Make & Model) ; Size
Other Special Equipment: Humidifier ; Electronic Air Cleaner: ; Whole House Fan:
Additional Information: Laundrv C6ate & Combustion Air's - M& L bv Oower
24. ELECTRIC WIRING:
Service: Overhead X ; Underground ; Panel X ; Circuit Breaker: Size 200 amo of Circuits Per Code
Wiring: Conduit ; Armored Cable Nonmetallic Cable X; Other
Special Outlets: Range ; Oven ; Water Heater ; Dryer ; Doorbell ; Chimes X
Doorbell Push-button Locations: Front Door
No. of TV OuUets: M& L bv Owner ; No. of Telephone Outlets: M& L bv Owner
Security System Wiring: None ; Central Vacuum System: None
Additiana( Information: Surround Somd Pre-Wire - M& L bv Owner
25. LIGHTING FIXT[JRES:
Total Number of Fixtures Per Plan ; Total Electrical Fixture Allowance $2 800.00
Switch Plate Covers: White - To le T e- Standard
Ceiling Fans: None
Non-typical Installation Information:
Intercom: ; Master Station Location:
Additional Information
26
Ceiling
Wall
Floor
Rim Joists
R-Factor
Thickness
Material
Type
Method of Installation
Va r Barrier
R-38
Blow-In Fiber lass
Blown
Blow In
None
R-13
Batt Fiber lass
Batt
Friction Fit
4 Mil Plastic
R-30
Batt Fiber lass
Batt
Friction Fit
R-30
Batt Fiber lass
Batt
Friction Fit
None
NOTE: All exterior wall and ceilin etrations windows & door 'ambs = Foam Sealed
Crawl s ace walls - R-11 dra ed
27, HARDWARE/ACCESSORIES: (Make, Material & Finish) Kwikset Locksets
Front Door Handle:
Interior poorknobs: Kwikset Polo - Round
Cabinet Pulls: None ; Style: ; Color:
Shower Enclosure: Bath # Master Bath - Stider ; Type: Polished Brass Frame - Frosted Glass
Shower Enclosure: Bath # Bath # 1 ; Type: M& L- Bv Owner
lAitSNALL SVILIIING ENTERPAIBES. IN0. Signature:
reserves the right to substitute
matexial of equal ox better quality. Siqnature:
. INSULATION
Locatiou
Roof
gAR11WARE/ACCESSORIES (Continued)
' Built-in Ironing Board: ; Built-in Toaster: ; Built-in Can Opener:
Towel Racks/Paper Holders: Franklin Brass ; Style: 2700 Americana ; Color: Polished Brass & Chrome-see cc 421
Additional Information: Hardware Furnished bv Owner Installed bv Contractor
2& SPECIAL EQUIPMENT: (State Material or Make & Model)
Kitchen Range: GE Downdraft - JP389W V w/Ribbon Module - JXDRSOW V w/Grill Module JXDL44N
Microwave Oven:
Oven: GE - Double Oven - Micro/SeIFClean JTP85 WA
Dishwasher: GE Profile TRITON Quiet Power II GSD 5130 DW V
Clothes Washer:
Clothes Dryer:
Garbage Disposal:
Refrigerator:
Additional Information: Total anpliance allowance includinR tax $2 917 00
29. MISCELLANEOUS: (Describe Any Main Dwelling Materials, Equipment, Or Construction Items Not Shown Elsewhere; Or Use To
Provide Additional Information Where The Space Provided Was Inadequate. Always Reference By Item Number To Correspond To
Numbering Used On This Form.)
Stake Out and Im rovement Location Surv $ 525.00
Excavation - Allowance $ 845.00
Sewer Ta Fee - Allowance $ 2765.00
Water & Sewer Laterals Meter Pit etc Allowance $ Bv Owuer
Gas Lateral - Allowance $ 150.00
P
30. PORCHES:
Wrao az'ound Covered Porch As Per Plans Stairs Front & Rear, 2 x 6 Con Heart Redwood Deckina, Iron RailinQS & Balisters
12" Ta ered Smooth Structural Columns w To & Bottom Ca s
31. 1'ERRACES:
At Bedroom #1 - 6' x 12' - 3000 si concrete atio slab w/661010 wire mesh
32. GARAGE:
Floor: 4" - 3000 - PSI Concrete w/661010 mesh
Overhead Doors: 1 16 x 8 sectional OH RPI - 138-II 26 GA. Steel, Insulated ; Operators: 1-Lift Master-1245R w/2 Remotes
Interior Finish: 5/8 drvwall Leve12 finish onlv 1 service door 2'8"x 6'8"x 1'/" stcel %z lite; w/a 4' x 4' concrete stoop
33. EXTERIOR FLATWORK/WALICS & DRIVEWAY:
Driveway: Width *See Plot Plan ; Base Material Earth ; Thickness ; Surfacing Material Concrete ; Thickness 4"
Front Walk: Width 5' 0" ; Material Concrete ; Thickness 4" ; Service Walk: Width Material ; Thiclaiess _
Steps: Material Concrete ; Treads 9" ; Risers 7" ; Cheek Walls Concrete
Other: Exterior ara e ad - 24' x 20' concrete 3,000 PSI w/661010 Mesh
Gravel road base if r uired - Labor & Materials to be B Owver
34. OTHER ONSTI'E IMPROVEMENTS:
(Specify all eaRerior on-site improvements not described elsewhere, including items such as unusual grading, drainage swctures,
retaining walls, fence, railings, and accessory structures.)
35. LANDSCAPING, PLANTING & FINISH GRADING:
MRRBHALL HVILDING ENTE'RDRI68'S, xNC. signature:
reserves the iight to substitute
matexial of equal or better quality. Signature:
SUN ENGINEQtING COMPAHY
16645 E. 11TH PLACfi
AUBOfiA. COLOxADO 80011
(303)344-53E4
CONSULTING fiNGINEEBS Ec LAND SUBVfiYORS
SUBSURfACEINVESTIQ4TI0N
OF
Lot 54, Applewod Village SuGd, Filing # 2
City o1 Wheat Ridge, Stete of Colorado
tOR
~
;
December 2, 1992
Terrance J. Ammon
3375 Union Street
Wheat Ridge, Coloredo
(303)238-0003
Q.
~~~Illilllnqrrr
0
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17299
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TABL[ Of COt1Tf.NTS
Inlraiuclian
F teld end Le6oretory i nvestigetlon
Conclusians & Recommendations
Building Faundations
Oesign of flwr SIe6
SurFace Drelnege
Subsuriace Draineqe
Reinforcing
Limitations
Location ot Test Holes
Log of Test Hole
5we11-Lbnsolidetion Results
SieveAnatysisAndAtterbergLimits -
Page 1
Page 1
Page 2
Par, 2
Pagcs2&3
Fecp. 3
Page 3
PegP 3
Page 3
Figure 1
f igure 2
Figures 3 & 4
TaGiz I
1MRODUCTION:
Thts solls report was made to determine the suftebilily of subsofls and to recommend e
suiteble foundetion system for a one story house. As the slte lies mostly in one hundred
year ilood plein, iheretore it 1s proposed to supporl the house on posts end beams.
The properiy is located at Lot 54, Applewood Yillage Subdivision, Second Fiiing, City oi
Wheet Ridga, Stete of Coloredo. At present, the siie is vecent end covered wiin gress end
Uees. At the location ot the proposed house, the ground slopes genUy towerds the South.
One test tiole wes dr111ed with e 4" diameter power euger el lacation shown in figure i.
Samples of soil were taken at various depths using e 2' O.D. split spoon sampler driven Gy
e 140 pound drop waight falling 30 inches. The number of drops required to drive the
sampler a certain number of inches was noled
The soils were clessified during the drilling operstions based on cutlings d:livered
trom augers and laboratory lesting oi samples. Sieve enelysis, nelurel moislure content,
~ dry density, P,tterberg Nmtts, end swell-consolldation were performed in lhe laboratory.
1he subsoil condilions aro shown in log of test hole, tigure 2.
The subsoils consist of derk brown, tairly moist, stift, sandy clay irom tnp to 1 foot depth;
dark brown, tairly moist to wet, very toose, silty sand trom 1 toot to 4 feet 6 inches
depth; dark brown, wet, very soft to soft, sandy silty cley iran 4 feet 6 inches io 7 feet
depth; dark brown, wet, medium sti(f to stiff, sandy c1a/ from 7(eet to 20 fcet depth.
Free water exists ai about 6 teet 6 inches , bui rose and was observed at ebout 5 teet 6
inches in the test hole soon after drilling wes compleled
Swell-consolidation iesi results are shown in figures 3& 9. ihese tests show thnt the
clsys which occur below 4 feet 6 tnches belnq wet end qutte sotl 1n nature Dossess no
• swell potential in the naturel stete, but show moderete swell polentisl in the remolded end
' eir-driedstele.
~ - .
1
OONCLUSIONS & RECOMMENDATIONS:
The foundaiion syslem may cansist of cancrete toundetion we11s supported on cantinuous
wncrete footings. As the subsoils ere very loose, ihe (ooting will heve io be wider itien
conventiel spread (ooUngs.
The tootings mey be designed tor e maximum bearing pressure o( 750 pounds per squere
foot Dead loed plus the one-half the live loed mey be for computing the size of the
footinps. All loose and disturbed soil shall be remwed betore placing concrete.
If ihe owner/builder so desire, ihe excavation for ihe footing mey be werexcsvaled by 2
teei end beckfllled with non-expenslve sandy meieriel to 95 Proctor Density. Undur these
circumstances, the sin of footinq will be reduced. The footings ma/ De designcd tor a
meximum bearing pressure of 1,250 pounds per square foot. Dead toed pius ihe erte-Iia1i
ihe live toad mey be for computing the size of the footings
All concrote should havo e minimum compresstve slrength of 3,000 P.S.I. in 28 d+3ys. 1 he
bottom of ihe tootings shall be e minimum of three feel beiow the final Srode es e
prolectlon egeinst frost penetretion.
¢ESION OF FLOOR SLAB:
7hesubsoilseresuiteble tor a slab-on-grsde construction. The (ollowing recommendations
ere mede io minimize eny sleb-on-grede movement.
1. A iloating type ot slab sheil be constructed. Seperete the slab trom loed bearing
members end utility lines to ellow independent movement oi sleb. Prwide 1/2"
expension joints between slab and load hearing members.
2. The siab should be placed on undisturbed soil or wetl-campacted beckfill.
' 3. The slab should be reinforced with suileble wire-mesh.
; 4. Prwide control Joints irequently to a11ow approximetely 200 square teet sieb
ereas.
2
5. A11 partitions end other sleb beering wa11s end members shell De provtded wtth e sl ip
toint ei ihe top or bottom w11h e 1 1/2" speca for expension.
SURfACE DRAINAOE:
it is importent thet proper dreinege is meinteined eround the structure so thei ihe weter
drains awcy trom the slructure. Following reammendetions ere made in this regerd.
1. Provide e proper slope around ihe structure so thet the finished grede slopes ewey
from ihe structure around the perimeter for a distence of ten (eet.
2. Roof down spouts should discherge on concrete splesh blocks.
3. Do not inslalt any sprinkier systems within ten feet of the siructure.
4. Do not plant any trees or shrubs within five teet of the struclure.
5. Ali backfili should be compacted properiy et optimum moisture content.
SUBSURFACE DMIK40E:
A subsuriace drainege is not required. However if the owner/builder w desires e
subsurieoe drainage syslem consisting of 4" pertorated plastic pipe covered witti e
minimum ot 8 inches clenn grevel end sloped 1o sump or dey-lighted can be used.
REINFORCIPIO:
The tootings should be reinforced with *S grede 40 rebars in a met, suilably. 1he
toundetion walis should be reinforced with two, #5, grede 40 rebers el the iop end
botlom.
LIMITATIONS:
It fs posstble thet ihe soll condiiions cen dlifer et locetions other then the test holes trom
those reported in this soils report. If veriations ere significant, ihis o(fice be notified.
3
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I. 3/IZ" INDICATES THAT 3 BLOWS OF A 140 POUND HAMMER FALIING 30 INCHES
' ARE REOUIRED TO DRIVE A 2!' O.D. SAMPLER 12 INCHES.
' 2. TKeUGN F¢E.E WAlER ExIsis E£.Lv.1FEA 6 M1D '1 fEET ClEPtH. 1[ QGSE. AND WMS ISSFOaen
. AT 5 F£ET G 1NGNEi DEPiH SpOW AFL6jL p2lLL(n1G WAS COMPLSSED.
LOG OF TEST HOLE Fic.2
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Ai'PUED PRESSURE - KSF
Samplo of Soil (rom TEST HOLE DNC
Nalurol Moislure Conlent
Rewldod Izrr ponait7
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NOTE: ~}t gRMPLE \uAS A\?-• tkR.tEb At.1D P--EMoLQEA>.
.
. SWELL-CONSOLIDATION RESULTS
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Natural Moislure Content
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SWELL-CONSOLIDATION RESULTS
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SUBCONTRACTOR BID LIST
CLIENT: DATE:
ADDRESS:
PLANS PLANS NO. BID
TBL Excavating
Excavating
Por-Mor Construction
Foundation
Paul's Waterproofing
Drain/WP
Metro. Foundation Suppty
Steel Beams
Bee Jay Iron
Ornam Iron
Flatwork
Denver Lumber
Ltunber
Advanced Components
Trusses
BMC (Randy Manning)
Ext. Doors
Ankmaz Doors
Garage Doors _
Outlook / Fella
Windows
AIA Plastics
Skylights
Statd Roofing
Roofing
FrAnung Labor
Masonry
AMI (F.eed)
Me.tal F.F.
G.T. Plumbing
Plumbing
Steel T Heating
I;eating
Miller Quality Electric (Ken)
Electric
Sutton Installation
Insulation
Design Drywall
Drywall
Paintmg
Bradley Interiors
Interior Trim
Bel Shower poor
Shwr/Murors
Kitchens for Colorado
Kchn Cabinets
R & S Flooring (Tom)
CeramicNinyl
Michael David Floor GWrs
Oak Flooring
R & S Flooring (Tom)
Cacpet
PLANNING & DEVELOPMENT
SUILDING PERMIT REVIEW CHECK LIST
Address:
Zoning: -
Existing use:
Permit is £or:
Deed:
Survey:
Plot Plan: a/
STANDARDS
Required
Proposed
Setbacks/Height:
Front: ~
~ y,
Side: _K)
_
Side: _Fi
Rear: \M
\n'
,~(l'
Structure Height:
Coverages:
Building Coverage:
Lot Coverage:
~
Area and Width
~j
Lot Area:
Lot Width:
Landscaping Requirements:
Landscaping Percentage:
Number oE Street Trees:
AN=
Number of Trees/Shrubs:
Parking Requirements:
Required Parking Ratio:
Number of Spaces:
Number o£ Handicap:
Signs:
Location
Size/Area
Free Standing:
Wall:
Other:
Lightinq shown:
C~
)
MARSHALL BUILDING ENTERPRISES, INC
1501 WEST CAMPUS DRIVE, UNIT N
LITTLETON, CO 80120-4535
(303) 798-8900
(303) 798-0900 FAX
ro
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
>
❑ Shop drawings ❑ Prints Plans
❑ Copy of letter ❑ Change order
COPIES
DATE
NO.
DESCRIPTION
d
~ L
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
Approved as submitted
❑ Resubmit copies for approval
❑
For your use
❑
Approved as noted
❑ Submit copies for distribution
❑
As requested
❑
Retumed for corrections
❑ Retum corrected prints
>
❑
For review and comment
❑
❑
FOR BIDS DUE
19
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED: ~-i-~✓)GYti
i
enclosures are nof as noted, kind/y noti/y us at once.
~L4~i ~G3 OC~ 4G3L~1CVl~lv]~44"
ATTENTION
Joe rvo
❑ Samples
the following items:
❑ Specifications
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PHONE (303) 423-6036 ~ FAX (303) 461-9438
Jehn & Associates, Inc.
PROFESSIONAL ENCINEERS AND SURVEYORS ~
5855 WADSWORiH BYPASS p100
ARVAOA, COLORADO 80003
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CAP LS 17689
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LEGAI, _DESCRIPTION
LOT 53
APPLEWOOD VILLAGE-SECOND FILING
COUNTY OF JEFFERSON
STATE OF COLORADO
FLOOD INFORMATION
nREAS BETWEEN LIMITS OF THE 100-YEAR ANO 500-YEAR FL000; OR
CERTAIN AREAS 5U8JECT TO 100-YEAR KLOODING MA7H AVERACE OEPTHS
lESS THAN ONE f001 OR MMERE THE CONTR18U17NG ORIUNAGE AREA IS
LE55 tHAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES PROW THE
BASE FLOOD. PER FEMA FLOOD INSURANCE RA7E MAP; COMMUNITY-PANEL
N0. 085079-0005-C, DATED FEBRUARY 4, 1988.
NOTE: THIS CERTIFICATE WAS PREPARED WIiHWT THE BENEf1T OF
A CURRENT TITLE COMIAITMENT, THE RECORDEO INFORAIA710N, WHICH
IS REFERENCEO HEREON.IS THE RESULT OF RESEARCH PERFORMED
BY JEHN & ASSOpATES, INC. ANO IS NOT NECESSARILY COMPLETE
OR COhCLUSIVE.
20 0 10 20
SCALE: 1 " = 20'
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS
PREPARED FOtY MARSHALL ENTERPRISES,
THAT IT IS NOT A SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND
THAT IT IS NOT TO BE RELIEO UPON FOR THE ESTABLISHMENT Of FENCE,
BUILDING. OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER CERTIFY THAT THE IMPROVEMENtS ON THE ABOVE
DESCRIBED PARCEL ON THIS DATE, MARCH 8, 1999, EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY NnTHIN THE BWNDARIES Of THIS PARCEI,
EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE
DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,
EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR
SIGN OF ANY EASEMENT CROSSING OR BUROENING ANY PART Of SAID
PARCEL, EXCEPT AS NOTED.
BASIS OF BEARINGS:
BEMINCS ARE BASED ON THE ASSUYPTION
mAT me eAsTMr une av LoT 57.
8EAR5 S 00'41'00" W A$
SrfOrM Ow THE RECORDED PLAT OF
APPLEWOOD NLIACE-SECOND flUNG.
24332
STAMP By ~ _„~r.cu. ✓..~-c
OR
SEAL Date -
LOT 54
APPLEWOOD VILLAGE-SECOND FIUNG
FWNO PIN 10fi.rJ`~J'
w/ reuow vusne S00'41'00"E
CAP l5 17869
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AL DESCRIPTION
BENCHMARK
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INTERSEC710N OF 31ntl 8 WARD ROAD
EL. 5463.79
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APPLEWOOD VIILAGE-SECOND FILING
COUNTY OF JEFFERSON
STATE OF COLORADO
CouNTV: JEfFERSON I LOCATION:
Jehe & ICssociates, Inc. ~
PROFE5510NAL ENCINEERS AND SURVEYORS ~
5855 WADSWORTH BYPA55 -
ARVADA. CO 80003 (303) 423-6036
zo o 10 zo
SCALE: 1 20'
APPLEWOOD VILLAGE-SECONO FILING
nTLE: LOT 54-TOPOGRAPHY
CLiENT: MARSHALL ENTERPRISES
SCALE: 1" = 20' DATE: 3/8/99 Joe No. 105-99-036
7500 WEST 29TH AVENUE
December 6, 1999
WHEAT RIDGE, COLORADO 80215
Douglas J. Trieste
Flow Technologies
P.O. Box 260595
Lakewood, Colorado 80226
Re: Lee Storrer Property
Lena Gulch at Union Street / North Bank
Dear Mr. Trieste;
rne ciry of 4~"
~Wheat ~RidI have completed my review of the proposed piers to be piaced within the 100 year
flood plain at the referenced location. Your calculations have sufficiently determined
that the piers are not within the Floodway District, but rather within the Flood Storage
District. After review of this submittal with the Codes Administrator, he feels very
uncomfortable calling these piers structures for non-human occupancy when they
support and are the foundation for a single family residence which is for human
occupancy. Therefore, a Class II Special Exception will be required by the Board of
Adjustment. We can schedule this for their January 27, 2000 meeting.
The information which you have provided is adequate for the materials which are
required for the Board of Adjustment. I will fonvard a recommendation of approval to
them to aliow this construction. Technically, it meets our requirement, yet they may
have some philosophical and precedence problems with this.
The structural adequacy of these piers during flood conditions is extremely important.
Several conditions must be placed on this approval to ensure their structural and
hydrodynamic capability and long term durability. Actual construction and permit
approvai is subject to the conditions listed below.
The structural design of the piers must include analysis of flows around the base of the
piers. This design must account for severai things. These are:
❑ Scour protection at their base.
❑ Load design for hydrodynamic pressure from the upstream side based on
your volume and velocity calculations.
❑ Load design for potential debris floating down the stream and impacting
these support structures.
❑ The depth and anchorage of the piers to withstand these forces.
❑ Possible installation of shear piates on the upstream side of the piers to
(303) 234•5900 • ADMINISTRATION FAX: 234-5924 • POLiCE DEPARTMENT FAX: 235-2949
Page 2
Mr. Trieste
Flow Technologies
facilitate debris break-up.
❑ The possible installation of shear piers upstream of the proposed structure
to facilitate debris break-up in advance of the structure.
These piers are in essence the same as bridge piers within a stream and shouid be
designed with the same considerations. These requirements will be forwarded to the
Building Department and will be made a part of the Building Permit.
The base flood elevation for this analysis is the highest water surface elevation at the
west end of the site. Based on your cross section data, this shali be 5446.41 feet
above sea level. Therefore, the lowest point of the structure above these piers and
supported by these piers shall be at least one foot above this elevation which is
5447.41 feet above sea level.
During construction, this elevation must be verified and the same datum used. Prior to
issuance of the Certificate of Occupancy, you must submit to me an Elevation
Certificate stamped by a Professional Land Surveyor licensed in the State of Colorado.
If an adjustment in datum must be made, the backup information and analysis must be
submitted prior to approval and issuance of the Building Permit.
If you have any questions, please feel free to call me at 303-235-2860.
Very truly yours,
Robert Goebel, P.E.
Director of Public Works
Flood Plain Administrator
c: Darin Morgan, Codes Administrator
Meredith Reckert, A.I.C.P., Senior Planner
Jehn & Associates, Inc.
Professional Engineers and Surveyors
MEMORANDUM FOR RECORD DATE: DECEMBER 22, 2000 O
TO: ROBERT GOEBEL, P.E. lo
CITY OF WHEAT RIDGE
DIRECTOR OF PUBLIC WORKS
SUBJECT: FLOOD CERTIFICATION FOR LEE STORRER RESIDENCE AT
WHEAT RIDGE, CO 80033
THIS MEMORANDUM FOR RECORD IS TO CERTIFY THAT THE ELEVATIONS SHOWN ON THE
ELEVATION CERTIFICATE PREPARED FOR THE ABOVE SUBJECT RESIDENCE IS BASED
ON NGVD 1929.
THE BENCHMMARK USED TO REFERENCE NGVD 1929 ELEVATIONS WAS NGS KK1457 AND
THE PUBLISHED NATIONAL GEODETIC SURVEY ELEVATIONS FOR KKK1457 ARE NGVD
1929 5559J1 AND NAD 1983 5562.74 (+3.03 FEET)
ELEVATIONS SHOWN ON THE IMPROVEMENT LOCATION CERTIFICATE AND GRADING
PERFORMANCE CERTIFICATE ARE BASED ON NAD 1983 VERTICAL DATUM WHICH WAS
USED FOR PREPARATION OF RESIDENTIAL CONSTRUCTION PLANS.
BOTTOM FLOOR FINISHED ELEVATION = 49.5 BASED ON NAD 1983 VERTICAL DATUM
BOTTOM FLOOR FIAIISHED ELEVATION = 46.5 BASED ON NGVD 1929 VERTICAL DATOM
DIFFERENCE 3.0 FEET
I HOPE THIS MEMORANDUM CLEARS UP CONFUSION ABOUT THE DIFFERENCE BETWEEN
ELEVATION NUMBERS. THE ELEVATION CERTIFICATE AND THE II,C & GRADING
PERFORAMCE ARE AT THE SAME ELEVATIONS BUT BASED ON DEFFERENT VERTICAL
DATUM.
IF YOU HAVE ANY QUESTIONS PLEASE DO NOT HESITATE TO CONTACT ME AT (303) 423-
6036.
D1giA :
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SERVING OUR CLIENTS WITH QUALITY SOLUTIONS FOR OVER 15 YEARS
5855 Wadsworth Bypass • Building A- Suite 100 • Arvada, Colorado 80003
(303)423-6036 • [8001547-JEHN • Fax (303) 467-9438