HomeMy WebLinkAbout4100-4106 Miller StreetFrom: no-reolvCalci.wheatridae.co.us
To: CommDev Permits
Subject: Online Form Submittal: PERMIT APPLICATION Air Condiboner/Evaporative Cooler
Date: Thursday, May 19, 2022 8:00:14 AM
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PERMIT APPLICATION Air Conditioner/Evaporative Cooler
This application is exclusively for AIR CONDITIONER OR EVAPORATIVE
COOLER.
YOU MUST ATTACH THE ELECTRONIC PAYMENT FORM IN ORDER FOR
THE PERMIT TO BE PROCESSED.
Your Permit will be emailed to the email address provided below once it is
processed.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
WORK UNTIL PERMIT HAS BEEN ISSUED.
PROPERTY INFORMATION
Is this a new install or
replacement for an
existing AC unit?
Is this Residential or
Commercial?
Replacement of Existing Unit
Residential
Property Address 4104 Miller St
Property Owner Name Bill Einspahr
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
303-233-5613
becky.b@lakesideheating.com
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Contractor Email
Address
Lakeside Heating & AC
303-421-3572
becky.b@lakesideheating.com
Retype Contractor becky.b@lakesideheating.com
Email Address
DESCRIPTION OF WORK
What type of Air Conditioner
replacement unit are
you installing?
How many tons is the
unit?
For AC - what is the
SEER?
For Evaporative
Coolers, what is the
CFMs?
2
fiC!
Where is the unit backyard
located (for example,
rooftop, backyard on
ground etc)?
Is electrical needed for Yes
re -hook?
Provide Electrical 202103
Contractor's Wheat
Ridge License No.
Project Value (contract 5900.00
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 work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Rebecca Buras
Pe rm it
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i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:N'� L A 0 r
Job Address: �O�/ 1�rfc S
Permit Number: '7\_01%0 e --C/,9
,R0 0 /-- C--") A 4 v
❑ No one available for inspection: Timed -TL/ AM/PM
Re -Inspection required: ,`,Yes No
When corrections, ave been made, call for re -inspection at 303 -234 -
Date: G' s Inspector:
DO NOT REMOVE THIS NOTICE
A r City of Wheat Ridge
Residential Roofing PERMIT - 201706019
PERMIT NO: 201706019 ISSUED: 08/12/2017
JOB ADDRESS: 4104 Miller ST EXPIRES: 08/12/2018
JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD asphalt shingles with 65
sq.
*** CONTACTS ***
OWNER (303)594-5143 EINSPAHR WILLIAM P
SUB (303)425-7531 John Borfitz 019983 J & K Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2935 / JANA RAE, GARRISON, CONDOS/TOWNH BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATP ;'`
FEES
Total Valuation 0.00
Use Tax 572.57 r_ --
Permit Fee 476.55
** TOTAL ** 1,049.12
*** 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) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd
party inspection report will be collected at final roof inspection performed by City of
Wheat Ridge. If report is not available the final inspection will not be completed.
City of Wheat Ridge
Residential Roofing PERMIT - 201706019
PERMIT NO: 201706019 ISSUED: 08/12/2017
JOB ADDRESS: 4104 Miller ST EXPIRES: 08/12/2018
JOB DESCRIPTION: Residential Re -roof to install GAF Timberline HD asphalt shingles with 65
sq.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attesi that I am legally authorized to include all entities named within this document as parties to the work to be
perfO rmed and that all work to be performed is disclosed in this document and/or its' accom anying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If tpe
his (!r it expires, anew permit maybe required to be obtained. Issuance of anew 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 Dlvlslon in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicable code or any-, mance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official ` : Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
Schultz
.)m: no-reply@ci.wheatridge.co.us
ent: Tuesday, August 8, 2017 4:58 PM
ro: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Categories: Dane
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-4567)
4104 Miller St.
Wilderness Hills HOA
303-594-5143
N,
Property Owner Email
Address
Do you have a signed
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed
Contract
Field not completed.
Yes
Wilderness Hills HOA Contract.pdf
CONTRACTOR INFORMATION
Contractor Business
Name
Contractor's License
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
(Primary address of your
business)
J & K Roofing
019983
303-425-7531
13000 W. 43rd Dr., Golden Co 80403
Contractor Email Address kathyv@jkroofing.com
Retype Contractor Email kathyv@jkroofing.com
Address
DESCRIPTION OF WORK
TOTAL SQUARES of L65
the entire scope of work:
Project Value (contract 27265
value or cost of ALL
materials and labor) /
Are you re -decking the No
roof?
2
Does the scope of the No
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the Yes
project include a pitched
roof (2:12 or greater
pitch)?
How many squares are 65
part of the pitched roof?
Describe the roofing GAF Timberline HD
materials for the pitched
roof:
Type of material for the Asphalt
pitched roof:
Provide any additional House - Pitch 5/12
detail here on the
description of work. (Is
this for a house or
garage? What is the roof
pitch? Etc)
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.
3
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.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Kathy Vendegna
Email not displaying correctly? View it in your browser.
CONTRACT
J&K Roofing
BBBY'
13000 W. 43rd Drive •Golden, CO 80403 l984 -a
Phone: 303-425-7531 • Fax: 303-425-1562
www.ikroofing.com
Representative Contact `�V' Date �0 20(1-7
Nameaym Phone -s3' s94 -oq S email
Address `JtZA UZ4 City ZC2�c Zip
Pinnacol Assurance
303-361-4000
Workers Compensation Insurance
Policy #4079290
LABOR AND MATERIAL SPECIFICATIONS TERMS
AND CONDITIONS. PLEASE READ CAREFULLY:
R- ecover roof with _64kp
olor of shingles
anufacturer's Warranty
ear off
nstall UnderlaymentOng
_
U-150-uble all Eaves
Ke -Flash Chimney and/or Skylig s
N41e-w Valleys o
eplace Ridge
aint roof stacks to match
stall 2— Metal Edging
atio or Flat roof
✓[� Year Warranty on labor
&K Roofing to furnish all material and labor
ermit: ' Included NOT Included
can -up debris and haul off all trash from roof
�oll yard with magnetic roller
utters cleaned of roofing debris
11- ecking Repairs $_ per $�Cn
-r❑ idden Layers (tear off) $ per layer
Lg�
(Carrier) (Policy Number)
-Se 733244q1
(Claim #) (Adjustor)
Cincinnati Specialty Underwriters
303-653-0023
General Liability Insurance
A Policy #CS000 1742
xtra work' A .L— �--31A- iZ',7J
RIP—wMa ► Mate:
The property owner is1-"�is not using proceeds from
property and casualty insurance policy.
Deductible if applicable $
Per Colorado State Law CRS § 6-22-105 which states; 100%
the responsibility of the homeowner to pay this amount. J & K
Roofing will not reimburse or promise to reimburse in whole or
in part any amount of the deductible.
Estimated Start Date 7A
TOTAL ESTIMATE $ I �ODD, V it J-'t'ls,
ALL PROPOSALS ARE SUBJECT TO MANAGEMENT APPROVAL
J&K Representativ c!/ Date SJ /
Homeowner Date 13011-)
Homeowner
(Mortgage Co.) (Mortgage Loan Number) Expiration Date
Date
You have the right to recind this contract and obtain a full refund of any deposit within 72 hours after entering the contract. If you plan to use the
proceeds from a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after receiving
written notice from your insurance carrier that your claim has been denied in whole or in part. However, J & K Roofing is entitled to retain payments or
deposits to compensate for roofing work actually performed in a workmanlike manner consistent with standard roofing practices.
PLEASE SEE REVERSE SIDE FOR IMPORTANT INFORMATION
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929'Fax
❑ No one available for inspection:Time "f/L--'C--/ AM/PM
Re -Inspection required: Yes J_9r
When corrections have been made, call for re -ins&" c o n at 303-234-5933
Date: `�' / Inspector:
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
~ .
Correction Notice
Job Located at
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inapector fo7Dullding DepL
DO NOT REMOVCI`I'HIS TAG
FORM WR&42
1 have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
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INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS.POSTED ON THE BUILDING SITE
HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
NSPFCTI RECORD
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- 4102 Miller Street -
JOBADDRESS n{~
BUILDING PERMIT N0. 7 7~~~D DATE ISSUED 5-4.9 4 TYPE I OCCUPANCY
OWNER
CONTRA
SETHACKS FROM PROPERTY LWES: NORTH SOUTH EAST _ WEST
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INSPECTION
DATE INSPECTOR
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Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
7 _ r. q;
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
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INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
LNSPECTION RECORD
-
JOB ADDRESS 4104 Miller Street -
BUILDING PERMIT N0. DATE ISSUED
OWNER
CONTRACTOR
TYPE OCCUPANCY
SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAININ T THI B
INSPECTION
DATE
INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
oncrete Slab Floor:
Elect;ical (Ground Work)
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DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
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Parking & Landscaping
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DATE: Janaury 19, 2000
TO: Accounting Department
FROM: Director of Planning & Development
SUBJECT: ESCROW REFUND/RELEASE
Reimbursement requested for escrow funds being held for:
Complete Paving on Miller Street and 41 st Ave
The Improvement has been completed to the City of Wheat Ridge satisfaction.
RELEASE TO: Panache Homes, Inc.
Address: 700 Elm Circle
Golden, CO 80401
Amount to be refunded: $6,500.00 (Six thousand five hundred dollazs and no/-------)
Alan White
Director of Planning and Development
~Date: 1~-Z /o2'~OOU
A Certificate of Occupancy or Completion has been requested for:
ADDRESS:
Purpose of Structure:
Building Department Approval:
Remazks:
Zoning Approval:
Remazks:
14166
nz w
C . D. 'd 6" tz
Public Works
Remarks:
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation District Apl
(If Applicable)
Remazks:
Water District Apprm,
(If Applicable)
Remarks:
s
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
INSPECTION RECORD
JOBADDRESS
BUILDING PERMIT N0.
OWNER
CANTRACTOR 1' 1<' ' V 5 SETBACKS FROM PROPERTY LINES: NORTH
DATE ISSUED ~ I I NPE OCCUPANCY
SOUTH
EAST
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAININ TO THI B
INSPECTION
DATE
INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Electrical (Ground Wor4
Plumbing (Ground Worl
Heating (Ground Work)
DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing
Air Test Gas Piping
Rough Heating & Ventilation
(above must be signed prior to iraming inspection)
Framing
Insulation
Drywall nailing
Roofing
Refrigeration
Electrical underground
Final
Electrical
Plumbin
Heatin & Ventilation
pp
15. 4:--
Frame
&2
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R.O.W. & Drainage
Fire Department
Parking & Landscaping
(2
00
OCCUPANCY NOT PERMIT`TED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
Building Permit Number
Job Address
Description of Permit
Inspection List
8840
4700, 4102, 04, 06 MILLER ST ~
4 Plex Condos, Lot 12 Green Valley
Subdivision
Number
T e
Date
ApproveJ
Remarks
23105
Tem const meter
7/1199
OK/DM
23134
DAMP PROOF
711/99
OWDM
TEMP CONST METER
23364
RP 4104 & 4106 onl
7121/99
ok/b
u
23377
Subfloor in 4104 8 4106
7/22/99
oklb
23386
Subfloor 4100 & 4102
7/23199
ok/b
23387
RP 4100 & 4102
7/23/99
ok/b
23899
Plumb, RP alread done & ok reviou
9/7/99
ok/dm
exce t 2nd unit from south
23940
RP reins on #2 onl
9/9/99
23941
GPAT on all 4 units
9/9/99
23942
RE on all 4 units
9/9/99
ok/dm
E-serv 4 meters released
Building Permit Number : 8840
Job Address : 4700, 4102, 04, 06 MILLER ST (
Description of Permit : 4 Plex Condos, Lot 12 Green Valley
Subdivision
Inspection List
Number
T e
Date
A roval
Remarks
23956
GPAT
9/10199
ok/b
23957
ROOFING
9/10/99
n final/b
23958
RF
9110/99
dis/b
23959
RM
9/10199
dis/b
23960
RP #2 onl reins ect
9/10/99
ok/b
24001
RM, reins ect
9116/99
OK/BG
24046
INS
9/20199
ok/dm
24151
DWN
9/28199
art.ok/b
oo, 002, 04 ok
24190
DWS on 4106 onl
9/29/99
on/dm
4106 onl
25097
FE 4100 & 4106
12/14/99
dis/dm 1
1
Building Permit Number : 8840
Job Address : 4700, 4102, 04, 06 MILLER ST !
Description of Permit : 4 Plex Condos, Lot 12 Green Valley
Subdivision
Inspection List
Number
T
Date
A roval
Remarks
24151
DWN
9/28/99
art.ok/b
o0 002, 04 ok
24190
DWS on 4106 onl
9/29/99
onldm
4106 onl
25097
FE 4100 & 4106
12/14/99
dis/dm
25098
FM 4100 & 4106
12/14199
dis/dm
25099
FP 4100 & 4106
12/14/99
dis/dm
25173
FP on 4106 anl
12/20/99
ok/dm
w/note
25218
FE in 4106 onl
12/22/99
ok/dm
25226
FM 4106 onl
12/22/9
ok/dm
25240
FF, FE, FM, FP 4106 onl
12l l99
23
n
%
1°~ e
~7.(6d
A K- ~
~ I City of Wheat Ridge
! i 7500 West 29th Avenue
Wheat Ridge, CO 80215-6713
` i Attn: Greg Knudson
;
i
Re: Drainage Certification - Lot 12, Green Valley Subdivision
Dear Grey,
! A site inspection of the construction at the subject property
indicates that the drainage improvements and site grading were
accomplished in substantial conformance with the Final Drainage
and Grading Plan dated March 23, 1999 with two exceptions.
First, the proposed 3:1 slope on the east side of the building
~ was replaced by a flatter slope and a gravity landscape wall.
7his change appears to be acceptable. Secondly, the proposed
! riprap at the north end of the curb and gutter on Mi71er Street
: has not presently been installed. It is my understanding that
!this will be done once the paving ofi Mi1Ter Street has been
; ii completed.
Tf you should have any questions, feel free to contact me at your
iconvenience.
j i er ely,
j~ary Wh tt, P.E.
,Pro~ec Ma ager
xc: Leo Davis
C,,~ ( 1 ``Y rT
•.,J,
u,-
(303) 260-9200 0 11164 Huron Sa, Suite 1 2• penver, CO 80234
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Date:
A Certiticate of Occupancy or Completion has been requested for:
1.
ADDRESS: _;/1,_ 11! ~ , ._.i I ` „-1, , . , ,'i.
Purpose of Structure:
Building Department Approval:
Remarks:
Zoning Approva]
Remazks:
Public Works Ar
Remarks:
C
p,e.r lp4cl- ~r/mw ~Zo
b-,ye-
~
Fire Marshall Approval:
(If Applicable)
Remarks:
Sanitation District Approval;
(If Applicable)
Remarks:
Water District Approval;
(If Applicable)
Remarks:
MR. GREG KNUDSON
THIS LETTER IS TO CLARIFY THAT THE DRAINAGE CERT[FICATE
LETTER RECENED FROM KEN FENWICK FOR LOT 12 GREEN VALLEY
SUBDNISION HAS BEEN SUBMITTED ONLY AS A TEMPORARY
CERTIFICATION. WHEN MR. GARY WHITT RETURNS TO HIS OFFICE HE
WILL ISSUE A PERMANEN'I' CERTIFICATE OF DRAINAGE. ACCORDING
TO HIS SECRETARY HE WILL BE RETURNING SOME TIME AFTER THE
THIRD OF JANUARY, 2000.
THIS LETTER ALSO VERIFIES THAT PANACHE HOMES INC., (LEO DAVIS)
UNDERSTANDS THAT NO FURTHER CO CERTIFICATES WILL BE ISSUED
FOR 4100 410?, ,qND 4104 MT],LER IINTIL THE FINAL DRAINAGE
CERTIFICATE IS SUBMITTED AND APPROVED
RESPE F S MITTED- ,
._s ~ ~~f~~
~z
LE yF. DA VIS II
PANACHE HOMES INC.
DECEMBER 29, 1999
Panache Homes Inc.
Leo F. Davis II
700 Elm Circle
Golden, Colorado 80401
Attn. Greg Knudson
This letter is to certify that a total of $6,500.00 is being held by the City of
Wheat Ridge for escrow for the finished paving at Lot 12 Green Valley
Subdivision.
It is understood that a C.O. will be release for 4106 Miller at the time ofthis
deposit, but any future releases of C.O.s for this project will need the complerion
of said paving.
It is also understood that the escrow will promptly be released when the paving of
Lot 12 is completed and inspected.
Sincer ly,
6
F. Davis II
Panache Homes Inc.
December, 27, 1999
..'.3'... ° a 'K ~ rsAf w...w w ~S ' _ s +1F~1 « ' ' _ ~ 5y'~4'!. .T' °'..~.-:~r ~..,'Y~'?F ~7r "-'_3.l"..~~?
• . _ ~ _ ~ . . . . . . . ~ . ~ ~ . . 41;.' •
INSPECTIONS WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE BUILDING SITE
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
WHEAT RIDGE, COLORADO
7500 WEST 29th AVENUE (303) 234-5933
lNwqpl=CTI RECORD ~
- 4106 Miller Street
JOBADDRESS .
BUILDING PERMIT N0. DATE ISSUED
OWNER
CONTRACTOR
SETBACKS FROM PROPERTY LINES: NORTH
SOUTH
EAST
TYPE OCCUPANCY
WEST
INSPECTOR MUST SIGN ALL SPACES PERTAININ T THI B
INSPECTION
DATE INSPECTOR
Foundations
Footings
Caissons
Reinforcing or Monolithic
Weatherproofing c
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
Concrete lab Floor.
Electrical (Ground Work)
Plumbing (Ground Work) c,
zad
Heating (Ground Work)
DO NOT PRUR FLOOR UNTIL ABOVE HAS BEEN SIGNED
Rough Electrical
Rough Plumbing
7 ~
Air Test Gas Piping
Rough Heating & Ventilation
(above must be signed prior to framinp insoection)
0
Framing v_~, 712~Py
Insulation
61t
!
Drywall nailing
Roofing
Refrigeration
Electrical underground
Fonal
Electrical ~
~ ZZ
Plumbin p.s d10*, pK
►?-a ct
Heatin & Ventilation L
Z. 4
Frame pL-
L
R.O.W. & raina ale-orp.
Fire Department
Parking & Landscaping
Go
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF
OCCUPANCY IS ISSUED
PROTECT THIS (;ARD FROM 7''E WEATHER
ESCROW AGREEMENT
PUBLIC RIGRT-OF-WAY IMPROVEMENTS
TO: City of Wheat Ridge
P.O. Box 638
Wheat Ridge, CO 80034
The sum of Six thousand five hundred and no/100
DOLLARS
( g 6,500.00) to be held in escrow with the City of Wheat Ridge until public
right-of-way improvements are completed at 4100 -
Asphault the public right of way 1-2__
Wheat Ridge, Colorado by
Leo Davis / Panache Nomes
(De
on)
(C,jsntractor/Developer/Owner)
The City of Wheat Ridge shali have the absolute right to withdraw the
Escrow funds for the purpose of completing the public right-of-way
improvements of Mil
should
/Developer/Owner)
iZ
fail to complete or provide said improvements prior to the date of
May 1, 2000
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
improvements, as above set rth hav t been completed or provided by
Leo Davis/Panache Home~---: ~ .
Contractor/Developer/Owner)
and that the date of May 1, 2000
ACCEPTED
has expired.
(Director of Planning & Development Department - City of Wheat Ridge)
Phone Number
?lddress
Date /.G -27- 27
r)
~77-/6/~c5-
Phone Number
Pemporary Certificate of Occupancy for structures covered by this agreement
nay 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.
LO
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BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
d
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inapector Mr Building Dept.
DO NOT REMOVE T S TAG
FORM WRB•22
Correction Notice
Job Located at 002 /Zzr,~
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
; o✓T ' ~ h~n
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at _ 1 I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
A'D ~Ioo~ ~j-a iN
Date
Inspector ror Buflaing Dept,
DO NOT REMOVE IS
FORM Wpg-yl TAG
.wu are nerepy notified to correct the foregoing violations.
When corrections have been made, call for inspection.
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at 4116G - Gti /q,11
p,-.
I have this day inspected this structure and these premises and
have found the following violations of City and/or State laws gov-
erning same:
. • Ti~iH~ ~f ✓Qnt'Siir O~N~7 N f`~i
-t 4~i i
~ J {
~
It/~/i
fra,v, vls
You are hereby notified to correct the foregoing violations.
! When corrections have been made, call for inspection.
Date 4 1 /'W
- Inspector fw Bullding Dept.
DO NOT REMOVE THIS TAG
FORM WRB-42
KENNETIi R. FENWICK
CIVIL
STRUCTURAL
LAND PLANNING
MINING
Lu kc DAVI S
~PA+\0cV.c ~~cs
0 DEN, ENGINEER
R13470 TBAEIIN PROFESSIONAL
301,210 303-279-4479
June 17, 1999
h
r
; .
City of Wheat Ridge Building Department
Wheat Ridge, Colorado
RE: Lot 12, Green Mountain Sub.
This is to report that on the
inspection of the caisson drilling
my supervision and that all drilli
desiqn drawings and all applicable
drawings and all codes.
llth day of June, 1999, an
at the above address was made under
zg was done in accordance with the
codes. All steel was placed as per
w,
~A-
Respectfully Submitted,
Ci ~e
Kenneth R. Fenwick
Registered Professional E
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8840
BUILDING INSPECTION LINE - 303-234-5933
CITY OF WHEAT RIDGE Date : 5/4/99
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner:
Property Address : 4100, 4102, 04, 06 MILLER ST Phone : 277-1699
Contractor License No. : 20160
Company : Panache Homes Inc. Phone : 277-1699
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate,
and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit.
(OWNER)(CONTRACTOR) SIGNED DATE
Description : 4 Plex Condos, Lot 12 Green Valley Subdivision
Construction Value :
$480,000.00
Permit Fee :
$3,121.75
Plan Review Fee :
$2,029.14
Use Tax :
$7,200.00
Total:
$12,350.89
Use:
BUILDING DEPARTMENT USE ONLY
_ SIC: Sq. Ft.:
Approval : MLC Setbacks approved per Alan White, Per Sect. 26-30(N): All driveways
Zoning : R-3 must be hard surFaced
Approval: DM
~
Approval : GK
OccuPancy-MF .,W"
License No : 20181
Company :Pressman Electric Inc.
Expiration Date : 2/28/2001
Approval: ~
Okay
See attached PW review sheet, ENGINEERING FEE: $100.00
Roof : Stories : Residential Units : 4
Plumbing License No :18490
Company : BUCCINO PLUMBING
Expiration Date : 2/10/2000
Approval :
Mechanical License No : 19796
Company : Direct Heating &
Airconditioning Inc.
Expiration Date : 12/19/99
Approval:
(1) This permit was issued in accortlance with the provisions set Forth in yopur application and is subjecl to the laws of the State o/ Coloredo and to the Zoning
Regulations and Builtling Cotle of Whea[ Ridge, Colorado or any other applicable ortlinances of the City.
(2) This permit shall expire i( (A) fhe work authorized is not commenced within sixty (80) days from issue tlate or (e) the building authorized is suspended or
abandoned for a period of 120 tlays.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in ihe
original plans anA specifcaGOns and any suspension or abantlonment has not exceeded one ('I) year. If changes are made or if suspension or abandonment
exceeds one (1) year, lull fees shall be paitl for a new permit.
(4) No work of any manner shall be done that will change the natural flow otwater causing a tlreinage problem.
(5) Contrector shall notify the Building Inspector lwenry-four (24) hours in advance for all inspections and shall receive written approval on inspection wrd bePore
proceediing with successive phases ot the 1ob.
(6) The issuance ot a permit or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions
,0 e bui 'or~ cotles or any other ortlinance, law, rule or regulation.
c.. Ef.
~
Chief Building Inspector
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8840
BUILDING INSPECTION LINE - 303-234-5933
. CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Date : 5/4/99
Praperty Owner :
Property Address : 4100, 4102, A 06 MILLER ST
Phone : 277-1699
Contractor License No. : 20160
Company : Panache Homes Inc.
Phone : 277-1699
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
Construction Value : $480,000.00
I hereby certify that the setback distances proposed by this permit application are accurate,
P@ffTlit FB2 : $3,121.75
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
Plen RevIBW Fee : $2,029.14
made are accurate; that I have read and agree to abide by all conditions printed on this
application, and that I assume full responsibilit for compliance with the Wheat Ridge Building
US@ T8X : $7,200.00
Code (U.B.C.) and all other applicable Whe idge or nces, for work under this permit.
~
Total : $12,350.89
(OWNER)(CONTRACTOR) SISiNE6
DATq~/
/
Use:
Description : 4 Plex Condos, Lot 12 Green Valley Subdivision
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. :
Approval : MLC Setbacks approved per Alan White, Per Sect. 26-30(N): All driveways
Zoning : R-3 must be hard surtaced
Okay
Approval: DM
See attached PW review sheet, ENGINEERWG FEE: $100.00
Approval : GK
Occupancy : MF Walis : Roof : Stories : Residential Units : 4
Electrical License No : Plumbing License No :18490 Mechanical License No : 19796
Company : Company : BUCCINO PLUMBING Company : Direct Heating &
Expiration Date : 2/10/2000 Airconditioning Inc.
Expiration Date : Approval : Expiration Date : 12/19/99
Approval : Approval :
(1) This permit was issued in accordance with the provisions set forth in yopur application and is su6jecl to the laws of the State ot Coloredo and to the Zoning
Regulations and Builtling Cotle of VJheat Ridge, Colorado or any other applicable ordinances of the City.
(2) 7his permit shall expire if (A) the work authorizeG is not commencetl within sixly (60) days from issue date or (B) the building authonzed is suspendetl or
abandoned for a period of 120 days.
(3) If this permit expires, a new permit may be acquired for a fee of one-half the amoun[ normally required, provided no changes have been or will be matle in the
original plans and specifcations antl any suspension or abandonment has not exceetletl one (1) year. If changes are made or if suspension or abandonment
exceeds one (1) year, full tees shall be paid for a new permit.
(4) No work ot any manner shall be tlone ihat will change the naturel Flow of water wusing a dreinage problem.
(5) ConUactor shall notiry the Building Inspector twenly-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before
roceediing with suaessive phases of ihe job.
(e) pThe issuance of a permit or ihe approval ot drawings antl specifications shall not be wnstruetl to be a permit Por, nor an appmval of, any violalion of the provisions
of the ~b.eu'il,ding codes or any other ordinance, law, rule or regulation.
Z44. Chief ildi g Inspector
For inspection this permit must be posted on
the site and visible from the street _
TERMS AND CONDITIONS
As applicant for a building permit in the Ciry of Wheat Ridge, I do hereby agree to the terms and conditions
set forrh belw for the issuance of a Certificate of Occupany in connection ~vith this building permit The
issuance of a Certificate of Occupancy requires: -
1. The comp(euon and approval of final inspections and any necessary corrections of electrical,
plumbing, mechanical and framing systems. Inspeclions aze performed by the Building Division.
2. The completion of site drainage/grading requirements per the approved site grading plan
and/or final drainage report and plan, if such report and plan is applicable. For all residentiat and
nonresidenual projects with an approved final drainage report and p(an, a letter of certificapon is
required from the projects civil engineer of record. Inspection aze performed by the Public
Works Department.
3. The complelion and acceptance by the City of Wheat Ridge of all required public
improvements, or a Development Covenant may be processed in lieu of conswctinf said
improvements. The Public Works Departrnent performs thcse inspections or provides the
Development Covenant.
4. Thc completion of all required landscaping and related site improvements. [nspections
are performed by the Planning and Zoning Division.
All the above items must be completed and signed oFf by Planning and Zoning, Building and Public
Works before a Certificate o( Occupancy is issued. Final Inspection by the Building Division does not
constitute authorization of a Certificate of Occupancy nor pertnission for occupancy. Occupancy of the
structure is not permitted until the Certificate o( Occupancy is issued. (Unfi(orm Building Code,
Section 109)
The City is not rosponsible for any real estate closings or other agreements conceming the property which
may be affccted by failuro to compete thc above items and obtain a Certificate of Occupancy.
The City is under no obligation to issue a temporary Certificate of Occupancy.
[ havc read, understand and agree to the foregoing terms and conditions.
Name (please print) T5, z7zGCt~
~
Date: ~ z72-
DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number
BUILDING INSPECTION DIVISION - 235-2855 ~P3~1/J
CITY OF WHEAT RIDGE Date
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 APPLICATIo N
Property Owner : Zez) Z~Vf/iS - ..-/y~L/fJ,4 ~~v/S
Property Address : ~ ~ 3~3 Yo ' " ~
3ql- 1b355 Phone
~G~S -077
Contractor License No. : ~,-20
Company :
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurete,
and do nol violate applicable ordinances, rvles or regulations of the City of Wheat Ridge or
covenants, easements or restridions of record; that all measurements shown, and allegations
made are accurate; that I have read and ayree to abide bY all conditions printed on this
application, and that I assume full responsibiliry for wmpiianeeyrilh the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheat i ge ordinane f r work under this permit.
LA
TEZ S
(OWNER)(CONTRACTOR) SIGOESS
~Y
Phone r3D3 ~77-/6 4-l'j
Construction Value :
~Perm~it Fee : J, / ~ ~
R~ - Use Tax `f .
Total :
Use
Description :
BUILDING DEPARTMENT USE ONLY r
5.c_~acKs ~ rov~d ~ si „
~~nrea~eyren~ Sq. • ' ~
Approval (iIkC C~.CAV1 ~ti~ ~ ^
Zoning : `LW~u49,t~~ ^s~-
eWXst bs nQOIcA
Approval:
~ ~
♦♦y~~~ 01G c4~~d ?.v~ _ ZoC:. ~
Approval : I 3
Occupancy : Walls : Roof : Stories : Re~t _.i
C
Electrical License No ~ echanical Lic€nse No ~ 71~
Company : Company : &CC Company :
Expiration Date : Expiration Date : Expiration Date :
Approval : Approval : Approval :
(1) This permit was IssueE in aaordance with the provisione sat MM in yopur application antl Is euD1'ect to the laws o! the Slate ol Cobratlo and to the Zoning
Regula6ons and Building CoOe ol Wheat Ridge, Colo2tlo or any other applicahle oMinances ol the Ciry.
(2) This pertnit shall expire if (A) the vrork authonzed u not commerked wiNin abcly (80) days from Issue dale or (8) the building authorized b auspended or
abantloned for a pedod M 120 tlays.
(3) If this pemiit axpires, a new pertnit may be acquiretl for a(ee of ono-hal! the amount nortnally required provided no changes have been or will be made In the
original plans and speu0cations antl any ouspenslon a abandonment has rwt exceeEeO one (1) year. If changes are made or H suspension or abandonmenl
exceetls one (1) year, lull fees shall be paitl (or a new pertnil
(4) No work of any manner shall ba done ihat will change the natural flaw of waler ceusing a dreinage proOlem.
(5) Contrector shall notiy the euilding InsoeMar lwenry-lour (24) houn in aAVance for all inspections anE shall receive wntten apPmval on inspecUon rartl belore
proceediing with su ssive phases ot thaf'ob.
(e) The issuanca rt or ~he approval o( 02wings anA speUllcations shall not ba mnsirued to be a permlt lor, nor an approval ot, any violation of the provisions
ol the buildin e rapy9tpYroinance, law, rule or regula0on.
Chief
.dA
WARRANTY DEED
THIS DEED, Mazle this 29 th day of May , 19 98 ,
betFrances E. Howard and Theresa M. Jenks as their
interest may appear
oft6eCOUnty of Jefferson andStateof Colorado
gnnWr,and Leo F. Davis II and Lynda L. Davis
whoselegaladdressis 11777 W. 18th Avenue, Lakewood, CO 80215
oftheCounty of Jefferson andStateof Colorado ,grantce:
WITNESSETH, That ihe giantoq for and in consideration of t6e sum of S IXTY TWO THOUSAND AND NO/ 10 0--
------------------------------------------------------DOLLARS,($62,000.00
t6e receipt md sufficiency of which is hereby acknowledged, has gianted, bazgained, sold and conveyed, md by these presents
does gran[, bergain, sell, convey and confirm, unto the grantce, his heirs and assigns forever, all the real property together with
improvements, if any, simate, tying and being in the County of Jefferson , and State of Coloredo,
described as follows:
Lot 12, and the West 2.8 feet of Lot 11,
Green Valley Subdivision,
County of Jefferson, State of Colorado
also known by sheet and number as Vacant, , CO
TOGETHER with all and singulaz t6e haeditements md appurtenances t6ereunto belonging, or in anywise appertaining, md
the reversion and reversions, remainder and temainders, renls, issues md profits thereof, and all fhe esta[e, righ4 flUe, interest,
claim and demand whaLSOever of the grantor, eifher in law or equity, of, in and W the above bargeined premises, wit6 the
hereditaments and appurtenances.
TO HAVE AND TO HOLD the said premises above bargained and deacribed, with the appurtenances, unto the grantee, his
heirs and assigns forevec And the grantor, for himself, his hei:s md personal representatives, does covenant, gran4 bargain and
agree to and wi[h the grantee, his he'vs and assigns, Ihat at the time of the enseaGng md delivery of these presents, he is well
seized of Ihe premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in
fee simple, and has good right, full power and ]awful au[hority ro grant, bazgain, sell and convey the same in manner and form
as aforesaid, md that the same are free and clear from atl former and other grants, bazgains, sales, liens, taxes, assessmenLs,
encumbrances and reslricGons of whatever kind or nature soever, except for taxes [or the current year, n Ifen but not yet due or
puyable, essemenu, restrictions, reservations, covenunts and rights-o4way of record, if any.
The grantor shall and will WARRANTAND FOREVER DEFEND the above-bargained premises in the quiet end peaceable posses-
sion of the gcantee, his heas md assigns, against all md every person or persons lawfully claiming t6e whole or any part thaeof.
The singulaz number shall include the plural, the plural the singular, md the use of any gender shatl be applicable to a(1 genders.
IN NESS WHEREOF, the ran[or has ezecuted this deed on the date set foRh above.
1l /~ROn`~i.
I rances E.Howard} ~ Theresa M. Jenks
~
=.$TATE OF COLORADO' )
• ) ss.
COUNTYOF JEFhRSON )
Theforegoing inshument was acknowledged before me ihis 2 9 th
Frances E. Howard and Theresa M. Jenks
My Commission ezpires: g// ("`~Z 9
Notary
day of May , 19 98 , by
Witness pfiv hand and offi~iat sea~
WARRAN7'Y DEED (for Photographlc Recmd) (Asauravwo~ Fiie M W027618A98
pF W~T
DEPARTMENT OF PUBUC WORKS
BUILDING PERMIT APPLICATION REVIEW
o°t oR Poo
Date: Case/Building Pernut No.:
Location:lo3%3. 85► 91 . q5 t-o• 4 I!T JSo~ • • 12
Attention: Building Department
I have reviewed the attached materials submitted in application for approval of a v~c
at the above referenced address. Please note the summary comments below.
1. f Boundary Closure: ~ OK _ Not OK; refer to stipulations.
2. ~ Drainage:
a. Drainage plan and report needed _
b. Drainage plan not needed
c. Drainage provisions have been reviewed and are found to be:
X OK Not OK; refer to stipulations.
3. ~ NPDES Permit Required: Yes X No
4. ~ Legal Description: ~ OK _ Not OK; refer to stipulations.
If not OK, please explain:
5. ~ Public Improvements:
a. street paving needed: )e Yes No
b. curb and gutter needed: ~ Yes No
c. sidewalk needed: Yes No
d. street lights needed: Yes W No
e. storm sewer needed: Yes ~c No
f. escrow required: )c Yes No
If an escrow is required, for what improvements? l~{~x recd.k
6. 0-~-
7.
~
8.
9. ~
10. /
11. f!f'
12.
13. 11-~
14. ::2e
Amount of escrow:
Development Agreement required:
If Yes, for
Traffic impact analysis and report requ
State Highway Access Permit needed:
_ Yes X No
New roadway or alley R.O. W. dedication recommended:
If ves, what is recommended?
_ Yes X No
_ Yes X No
All exisf dicated roadwaYs/alleys meet the stand ds ofthe CityYes 7~ No
If no, 'ch o not and what is requested: a, ~-„~een S•~.~c
APP V : The Pu c Works D partment has reviewed this request and hereby gives its
appro subject to e above an or attached stipulations.
Signatu ^ eg ICnudson Date
NO APPROV : The PubGc Works Department has reviewed this request and does not give
its approval for the reasons stated:
Yes
Date
+6
cL.r~\biaprmcz.bm
PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS
Date S ~,S I 5
Applicant Va.V~o~.Avc. 1Y0wGS
Location of Construction (address)
Purpose of Construction rwt,.3 6t
~
Building Permit Value $ ~ 000
Phone # .11 7' 1611
ir~• I-zt- Ar, . 4
I"u i - :
Commercial _ Res entia ~
DEVELOPMENT REVIEW FEES (this section to be completed by City) 60
Development Review Processing Fee: $50.00 $ 50. ~
Single Family Residential Review Fee: $25.00 p~
[includes review of construction drawings for improvements in public right-of-way] $ '
Multi-Famity/Commercial: .$50 minimum fee [confirmation of existing technical
documents]. $500.00 maximum fee [includes review of construction drawings for
improvements in public right-of-way, review of preliminary/final drainage study ~O, oO
and erosion control plan(s) if required] $ ~
Site Plan: $50.00 (Not applicable for single family residential) $ ~0~
Right-of Way/Easement $40.00 +$5.00/page recording fee $ ~ a~
~
Development Agreement Residential = $50.00 Commercial = $100.00 $ 10
State Highway Access Pertnit $75.00 application fee $
Traffic Impact Review 8 Report $100.00 processing fee E
Flood Plain Variance: Class I=$75.00 Class il =$150.00 $ ~ 0
Od
TOTAL REVIEW FEES: (due at time of building permit issuance) $ Please note that additional fees will be assessed for those pertnits related to construction of
public improvements. If you have any questions, please feei free to conhact the Devebpment Review
office at 235-2868.
Signature of Apprlt Date
~
~
rne crry of
7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat
9Ridge
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATE S 1 ADDRESS 10~~~ ~ kvr f~x • ( {,ry~ ~.1
~
Dear Contractor:
In conjunction with the approval of the building permit
application for the above referenced address, this letter is to
inform you that all existing public improvements located along
the frontage of said address shall be restored, (if damaged from
related construction) to an acceptable condition, as determined
by City of Wheat Ridge Public Works Department, and prior to the
issuance of a Certificate of Occupancy.
Prior to any 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 you ave any questions, please contact me at 235-2868.
Sin rely, z
77
Greg Knu7son, M.P.A
Development Review Engineer
cc: File
(303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMEM FAX: 235-2949
PLANNING & DEVELOPMENT
BUILDING PERMIT REVIEW CHECK LIST
Aaaress: LGT 1~• I1b3~3 -1~3~5 ~ t~ 91-1D-3~15 W~IsT ~
Zoning: R
Existing use: vQCQ(* -
Permit is £or:
Deed:
Survey: _
Plot Plan:
STANDARDS
Required Proposed
Setbacks/Height:
Front: `J
Side: E (15P7.
Side:
Rear: ~ ~N, (1-5)7
Structure Height:
Coverages:
Building Coverage: 0 0 ta-.
Lot Coverage:
Area and Width
Lot Area: la ~Cd 6
Lot Width: ~ Y'~~'_ 1l1\, 2,~
Landscaping Requirements:
Landscaping Percentage: a+rJ 96
Number of Street Trees:
Number of Trees/Shrubs: Ig
Parking Requirements:
Required Parking Ratio:
Number of Spaces: c-~
Number of Handicap:
Signs: Location Size/Area
Free Standing:
Wall:
Other:
Lighting shown:
JEFFERSON COUNTY CERTIFICATE OF i?ATEP. APdD SEF?ER SERVZCE AVAILABILITY
Note To Applicant: A building permit will not be issued without this
Certificate signed by the District or Agency sunplying services. ExDires
one year from date of approval by authorizina, agent.
March 25, 1998
Job Address Date
Lot 12 Green Valley Subdivision
Legal Description
Residential '
Use of Building
Leo Davis 2087 Youngfield Street Golden, Colorado 80407 210-9958
Owner Address Teleuhone
See reverse side for facilities requiring Health Department Ylan keview
W cSTQZI QCS C
Name o Sanitation District•or Agency
( )Sewer Service Available ( )Sewer Service Not
Available
Individual SeDtic Permit DIo.
Comments or Conditions : aU'--L*-~
(.v D-4 d.9 L; d~a ~~cc,(-a
" -Lu U&&
.L;-.-~
I here y certi y that avaiiabi ity o service is as inaitlaLea
`
aoove.
~
`
-
Signature o uthoriz Agent
Date
Jefferson County Health
or Zoning Department
; Signature
Date i
i.
WATER
The Consolidated Mutual Water Company
~
Name of Water District or Agency
( X)Water Service Available ( )[qater Service Not
Available
Colorado Well Permit ,'rL
Comments of Conditions: Water service is subject to compliance with
the Company's
rules, re ulations and requirements for such service.
I hereby certi y that availability o service is as in icate
above.
I Signature o ut orized Agent
liate
l
Jefferson County Fiealth
i
~ of Zoning Department
D
Signature
i
~
ate
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F:70>c -Fr-;a"s~itt;a,
7500 West 29'h Avenue
Planning:
Parks & Recreation:
Public Works:
Fax:
DATE 5- ~
Name:
Organization:
Fax:
Phone;
From:
Dept:
Sub ject:
# of Pages
Comments;
(_,_;Id
Wheat Ridge, CO 80215
Phone # (303) 235-2846
Phone # (303) 235-2877
Phone # (303) 235-2861
Phone # (303) 235-2857
- -3b 7
Planning W ~ Parks & Recreation ❑ Public Works ❑
(Inciuding cover paae) ~
~ ~ W,9J 1,lk41C
Originai to follow in the mail ❑ Yes
da ol s
233 ~
❑ No
HP Office7et Fu Log Report for
Personal Printer/FulCopier DEVREVFAX
303 235 2857
Apr-05-99 01:44 PM
Identification Reault ~aaes Ty~e Date Time Duxation DiaPnostic
93032793674 OK 02 Sent Apr-05 01:43P 00:00:50 002586030022
~.aa
Code Correction List
April 5, 1999
Owner: Davis
Builder: Panache Homes
Address: 10383-10395, 10367-10379 West 4151 Avenue
Description: 2 - New 4-plex's
1. Show range locations in kitchens.
2. Provide exhaust fan in laundry areas and powder rooms on main level.
3. The front windows of the center units will be required to be tempered glass due to
door location, label window.
4. Indicate which unit is to be made handicap adaptable to meet the State of
Colorado's 1 in 7 rule. One unit of the eight must be handicap adaptable.
5. Provide a GFCI outlet in the front and rear of each unit.
6. The adaptable unit will require 18 inches be provides on the latch side of the door
to meet maneuvering clearances.
7. The soils report specifies a 6" void is to be provided, correct foundation plan.
8. The soils report recommends that a structural wood floor be installed in leu of a
concrete slab in the basement area, or have your engineer provide a test report as
stated in the soils report. Test report will be required prior to a footing inspection
being done.
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 Morn .
Codes Administrator
KEN FENWICK
13470 BRAtIN RD.
GOLDEN,COLORADO
ATTN: GREG KNIJDSON
Re. Drainage Certitication- Lot 12, Green Valley Subdivision
A site inspection of the wmpleted construction at the subject property, together
with a review of the as-built elevations surveyed indicates that the drainage
improvements and site grading were accomplished in substantial conformance with
the Final Drainage and Grading Plan as revised on March 22, 1999.
Sincerely,
Ken Fenwick
Kr,
zoy:>.
lo'')
.
~
4
cn:a9ro
_ "~i
S Soils and
M Materials
C Consultants, Inc.
SUBSURFACE INVESTIGATION
PROPOSED RESIDENCE
LOT 12
GREEN MOUNTAIN SUBDIVISION
WHEAT RIDGE, COLORADO
Project No. 1-2448-03
July 8, 1998
Prepared for
Panache Homes, Inc. v?
Robert A. Granica, P.E.
Project Engineer
5604 KENDALL COURT
ARVADA,COLORADO 80002
Phone (303) 431-2335
Fax(303)437-2594
L~
acp
'~`P~D ~
' • ~ F
~.P~GISiFq` . 6
;13936 wm
F co~o`r~
~
Reviewed by
Richard W. Weber, P.E.
Principal Engineer
M
C
TABLE OF CONTENTS S
GENERAL Page 1
PROPOSED CONSTRUCTION AND SITE CONDITIONS 1
SUBSURFACE CONDITIONS AND FIELD INVESTIGATION 1
FOUNDATION - STRAIGHT SHAFT PIERS 2
ADDITIONAL FOUNDATION DESIGN CRITERIA 3
INTERIOR FLOOR CONSTRUCTION 4
Habitable Space Area 5
Garage Floor Slab Construction 5
DRAIN SYSTEM 7
BACKFILL & SURFACE DRAINAGE 7
LAWN IRRIGATION $
GEOTECHNICAL RISK $
DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS 9
TEST HOLE LOCATION PLAN Figure 1
LOGS OF TEST HOLES 2
LEGEND AND NOTES 3
SWELL - CONSOLIDATION TESTS 4
DRAIN SYSTEM DETAIL 5
LANDSCAPING DETAIL 6
EXPANSION POTENTIAL AND INTERIOR
FLOOR RISK ASSESSMENT Appendix
GENERAL
This report presents the results of a subsurface investigation conducted
at the site of a proposed residence to be located at Lot 12, Green Mountain -
Subdivision, Wheat Ridge, Colorado. The investigation was performed to
determine the types and depths of foundations, allowable soii bearing
pressures, and other precautions that should be taken in the design or
construction of the structure due to the soil and ground water conditions.
The conclusions and recommendations presented are based on the data
gathered during the site investigation, the results of the laboratory testing and
our experience with similar soil and ground water conditions.
PROPOSED CONSTRUCTION AND SITE CONDITIONS
It is our understanding that the proposed residence will be one or two
stories with a basement and an attached garage. Construction will be of
reinforced concrete foundations with a wood frame superstructure covered by
brick veneer, stucco and/or wood siding.
The site is presently vacant and vegetated with native grasses. The
ground surface at the site slopes generally to the east.
SUBSURFACE CONDITIONS AND FIELD INVESTIGATION
Two test holes were driiled at the locations shown on Figure 1, Test Hole
Location Plan. The soils encountered in the test holes are shown on Figure 2,
Logs of Test Holes, and described on Figure 3, Legend and Notes. Samples of
the soils encountered were taken at the depths shown on Figure 2. The results
of swell-consolidation tests performed on selected samples are shown on Figure
4.
The soils encountered in the test holes were erratic and varied with
depth. In Test Hole 1, 7.5 feet of sandstone bedrock was encountered over
S
M
C
1
claystone bedrock. Sandstone bedrock was encountered for the entire depth
of exploration in Test Hole 2.
The sandstone bedrock was medium hard to very hard, slightly moist and
yellow brown in color. The sample tested consolidated when wetted under a
500 psf surcharge load.
The claystone bedrock was medium hard to very hard, medium moist to
moist and gray in color. The sample tested exhibited moderate swell when
wetted under a 500 psf surcharge load. The claystone is assessed as
possessing a moderate to high expansion potential.
No free water was encountered in the test holes during drilling. A free
water levei was found in both test holes at depths 16.5 and 20.5 feet four days
after drilling.
FOUNDATION - STRAIGHT SHAFT PIERS
Expansive bedrock will be encountered at or near the foundation bearing
depth. The residence should be supported on grade beams and straight shaft
piers (caissons). The piers shouid be designed in accordance with the following
recommendations.
1 ~ The piers should be drilled a minimum of 13 feet into the medium hard
bedrock. Refer to the foundation design for required pier penetration.
All piers should have a minimum shaft length of 25 feet.
2) The piers should be designed for a maximum end bearing pressure of
25,000 pounds per square foot and a side shear of 2,500 psf for the
portion of the pier in hard bedrock. Dead load plus 1/2 live load of the
structure may be used for pier sizing.
3) In addition the piers should be loaded with a minimum dead load
pressure of 25,000 psf, and as high as practicable. The dead load
pressure should be calculated by dividing the dead load on the pier by
its cross sectional area. If the minimum dead load pressure cannot be
S
M
C
2
attained on individual piers, the structural engineer should specify addi-
tional bedrock penetration to balance in anchorage (side shear) what
cannot be met in end area dead load pressure. A bedrock side shear
value of 1,250 psf should be used for anchorage computations.
4) Water may be encountered while drilling the pier holes. It is believed
that the use of temporary steel casing will not be required to drill the
holes. However, all holes should be filled with concrete immediatelv
after the completion of drilling and cleaning. Do not place pier concrete
by free fall methods when there is more than 3 inches of water in the
bottoms of the pier holes.
5) The use of ten inch diameter piers is recommended. Piers should be
reinforced to prevent them from being pulled apart by swelling soil. It
is recommended that piers be reinforced with a minimum of three #5
bars Grade 60 (or equivalent), for their full depth. The reinforcing
should extend up past the top row of horizontal reinforcing for
additional lateral support.
6) A minimum 6 inch void space should be constructed under all grade
beams (where used) between the piers. The void space should be
sealed prior to backfilling to prevent seepage of surface water down to
the foundation soils, which could cause expansion of the soils under the
void space. This may be accomplished by placing polyethylene in the
bottom of the excavations around exterior walis.
ADDITIONAL FOUNDATION DESIGN CRITERIA
The soils may heave laterally. Therefore, walls should be reinforced and
braced to resist these lateral pressures. This is especially true for full height
basement walls. Methods of accomplishing this include the foifowing:
a. Placing vertical and additional horizontal reinforcing steel in walls
and wrapping openings in the walls with steel.
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b. Providing additional anchor bolts.
c. Using a"wet" mud sill.
d. Using joist anchors at mud sill or additional nailing.
e. Providing a steel "mat" behind beam pockets and grouting all
beam pockets.
The above would only be necessary on especially long, unsupported
basement walls. Also, this may not be necessary where small basements are
cut up by offsets in the walls. We are available to discuss this with your
structural engineer.
Laterai earth pressures on walls depend on such factors as the type of
wall, hydrostatic pressure behind the wall, type and slope of backfill material,
degree of backfill compaction, allowable wall movements, and surcharge
loading. The hydrostatic pressures may be reduced by placing a drain system
around the perimeter of the foundation walls.
Foundation walls should be designed for a lateral equivalent fluid pressure
of 50 pcf. The backfiil should be compacted following the recommendations
outlined below (see Backfill and Surface Drainage). No consideration was given
to sloping backfili, surcharge loading or hydrostatic pressures in the computa-
tion of the lateral equivalent fluid pressure. If any of these conditions are
anticipated, we are available to assist you in revising these criteria.
Soluble sulfate crystals were noted in samples from the adjacent lot.
Therefore, foundation concrete may be designed for the moderate sulfate
condition using the current ACI Design Manual guidelines.
INTERIOR FLOOR CONSTRUCTION
The risks associated with interior floor construction depend upon the
expansive nature of the materials at or near to the proposed floor elevation, the
proposed use of the floor and the amount of risk that the builder and/or future
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homeowner is willing to assume for floor movement. A discussion of expansion
potential and interior floor risk assessment is present in the Appendix.
Habitable Space Area
The claystone that will be encountered at or near foundation elevation
has been assessed as possessing a moderate to high expansion potential.
Consequently, interior floors supported directly on these soils (concrete slabs
on grade) could experience heave and differential movement. All parties must
be aware of this risk. We have assessed the risk of a floor slab not performing
within a reasonable amount of movement as high; therefore, the use of a
structural floor system is recommended. Such structural floor systems could
consist of floor joists constructed over an air space or structurally supported
concrete slabs provided with a void space beneath. Structural floors would be
particularly warranted in full basements that will be finished. The use of a
structural floor will also depend on the depth of the excavation and the type of
soils encountered. We should be contacted to observe the open excavation
when the excavator is still on site so test pits can be excavated to determine
the interior floor risk assessment. The test pits would only be required if a
concrete slab floor is desired. If the future owner, after being informed of the
risk of floor movement, desires to construct a concrete slab on grade and is
willing to accept the risk of floor movement, we should be called to supply
additional guidance concerning installation procedures that may help to reduce
the amount of damage associated with the movement of a concrete slab on
ground construction.
Garage Floor Slab Construction
The soils that will support the garage slab have been assessed as
possessing non to low risk of a concrete slab not performing within a
reasonable amount of movement for the usage of the slab. The builder and/or
future owner must be willing to assume this risk of garage slab movement if the
on-site soils are used to support the slab.
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It is recommended that the procedures outlined below be followed during
construction of garage floor slabs. Our experience with similar conditions has
shown that these details help to reduce wetting of soils supporting garage slabs
and may help to reduce damage should some wetting of the slab supporting
materials occur.
1. The slab should be placed directly on well compacted fill.
2. Separate the slab from all bearing members to allow its indepen-
dent movement; i.e., construct a floating slab. Provide positive
control joints at the junction of the slab with foundation walls.
3. Joints should be scored at maximum 200 square foot areas.
Joints should be scored to a depth of 1/4 the thickness of the
slab.
4. Construct minimum 2 inch void spaces above, or below, partitions
on the slab. In finished areas, all furring strips, drywall and
paneling should stop 2 inches from the top of the slab. The 2 inch
void spaces can be covered with molding strips.
5. Garage door jambs and trim should be constructed with expansion
material beneath them so the slab will not interfere with the jamb
if the slab moves.
6. Garage door tracks should be constructed with a minimum one
inch void space between the bottom of the track and the floor
slab.
The future property owner must be advised that the potential movement
of slabs supported directly on these expansive soils could exceed the partition
void spaces recommended above. These void spaces are not intended to
anticipate total potential slab movement, but are intended to prevent immediate
damage to the superstructure and serve as indicators to slab movement. These
void spaces must be maintained by the homeowner for the life of the structure.
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DRAIN SYSTEM
Ground water conditions are satisfactory for lower level construction
above depth 10 feet except as noted previously for the drilling of the piers.
However, the foundation will extend into bedrock. This material is relatively
impervious and tends to trap water. The source of water could be from exces-
sive irrigation and poor surface drainage accumulating in backfill areas with
resultant seepage to foundation depth. For this reason, a drain system should
be provided around the structure. A typical drain system detail is as shown on
Figure 5. The type drain to be used will depend on the owner's/builder's
decision concerning floor support methods and risks. The drain system should
be graded to a sump permitting pump discharge. A pump would not be
required until actual water accumulation occurs, and the amount of water r,ould
not be bailed from the sump. We should be called to observe the soils exposed
in the excavations to verify the details of the drain system.
BACKFILL & SURFACE DRAINAGE
The foundation soils should be prevenied from being wetted after
construction. This can generally be accomplished by placing backfill around the
foundation walls, to include excavation ramp and utility trench backfills, that
does not settie after the completion of construction and is relatively impervious.
The backfill material should be free of trash and it should be moistened and
adequately compacted. Care should be taken during backfilling to adequately
brace the walls.
The final grade of the backfill should have a good slope away from the
foundation walls on all sides. A fall of 12 inches in the first 10 feet away from
the structure is recommended. Downspouts and sill cocks should discharge
into splash blocks or long downspout extensions when the ground surface is
not protected by concrete slabs or asphalt paving.
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LAWN IRRIGATION
A sprinkler system should not be installed next to foundation walls. If a
sprinkler system is installed, the sprinkler heads should be placed so the spray
from the heads, under full pressure, does not fall within 5 feet of the foundation
walls. It is strongly recommended that the future owner be advised to install
automatic shut off valves as an integral part of the sprinkler system to help
prevent leakage. Lawn irrigation should be controlled as much as practicable.
Particular care should be taken during final landscaping of the site. If the
owner desires to plant next to foundation walis or exterior slabs it should be
understood that there is a risk of future damage if wetting of the foundation
soils occurs.
As an alternative to pianting next to foundations and exterior slabs, it is
advisable to install decorative landscaped areas such as gravel and/or bark. If
decorative areas are installed, the gravei or bark should be placed directly on
the soils or on a non-woven, geotextile fabric, which will allow natural
evaporation to occur and will still inhibit weed growth - the use of polyethylene
is not recommended. The edges of decorative areas should be constructed to
allow surface drainage to be quickly discharged away from foundation walls or
exterior slabs. This can be accomplished by constructing the edges of
decorative areas above the adjacent lawn or ground surface, and not impeding
drainage with grass stops. All grass stops should be perforated or constructed
to allow discharge out of the decorative areas. Refer to Figure 6 for a typical
decorative installation detail.
The homeowner shouid be encouraged to use low water maintenance
landscaping, such as Xeriscape, around the residence.
GEOTECHNICAL RISK
The concept of risk as it applies to structure construction is the single
most significant aspect of any geotechnical evaluation. The primary reason for
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this is that the methods used by geotechnical engineers to develop recommen-
dations for construction are not an exact science. The methods used are
typically empirical and, therefore, engineering judgement and experience must
also be applied. The solutions presented in any geotechnical evaluation
therefore cannot be considered risk free, and are therefore not a guarantee that
the interaction between the soils and the proposed structure will act as desired
orintended. The engineering recommendations presented in the preceding
sections are our best estimates of the measures that are necessary to help the
proposed structure perform in a satisfactory manner. These recommendations
are based on the information generated during this and previous evaluations and
our experience in working with these types of conditions. The builder and
future owner must understand this concept of risk, as it is they who must
decide what is an acceptable level of risk for the type of structure to be
constructed on the site.
DESIGN CONSULTATION & CONSTRUCTION OBSERVATIONS
This report has been prepared for the exclusive purpose of providing
geotechnical design criteria for the proposed project in accordance with
generally accepted soils and foundation engineering practices. No other
warranty, expressed or implied, is made. If any changes in the nature or design
of the project are planned, the conclusions and recommendations contained in
this report shall not be considered valid unless the changes are reviewed and
the conclusions and recommendations of this report are modified or verified in
writing.
It is recommended that we be provided the opportunity for a general
review of the final design and specifications to evaluate whether the earthwork
and foundation recommendations have been properly interpreted and
implemented in the design and specifications.
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The future owner must be informed of those items covered under the
headings Interior Floor Construction, Backfiil and Surface Drainage, Lawn
Irrigation and the Appendix. The owner should also be especially aware of the
necessity of maintaining good surface drainage on the site and the importance
of keeping excessive water from the foundation backfill soils.
In any geotechnical investigation it is necessary to assume that the
subsurface conditions do not vary from those encountered in the test holes.
Our experience has shown that these variations exist and that they become
apparent in the foundation excavations. We should, therefore, be called to
observe the foundation excavations prior to construction to verify the
subsurface conditions and to observe the drilling of the piers.
Please contact us when further consultation or construction observation
services are necessary. The costs of these further services are not included in
the fee for this report.
RAG/akc
Copies: 3
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TEST HOLE 1
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WEST 41ST AVENUE
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Refer to Figure 3 for Legend and Notes
Project No.1-2448-03
LOGS OF TEST HOLES
Figure No. 2
TEST HOLE
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Project No.1-2448-03
TEST HOLE LOCATION PLAN
Figure No. 1
30/3
30/2
LEGEND
IM SANDSTONE BEDROCK, fine to medium grained, weak cementation, silty, medium
hard to very hard, slightly moist, yellow brown (SM)
CLAYSTONE BEDROCK, medium to high plasticity, medium hard to hard, medium
moist to moist, gray (CL-CH)
~ CLAYSTONE BEDROCK, medium to high plasticity, hard to very hard, medium moist
to moist, dark gray (CL-CH)
NOTES
1. The test holes were drilled on June 12, 1998, using a 4 inch diameter, continuous
flight, solid stem auger.
2. (32/12) Indicates location of penetration test as performed in this area. (32/12)
means that 32 blows with a 140 pound hammer, falling 30 inches, were required to
drive a two inch inside diameter sampler 12 inches.
3. The stratification lines represent the approximate boundary between soil types and
the transition may be gradual.
4. The locations of the test holes were approximately determined by pacing from known
property corners and using site plans made available to this firm. The locations of the
test holes shouid be considered accurate only to the degree implied by the method(s)
used.
5. Water level readings were made in the test holes at times and under conditions
stated. This data has been reviewed and interpretations made in the text of this
report. It must be noted, however, that fluctuations of the ground water depth may
occur because of seasonal variations in rainfall, temperature, and other factors which
may differ from those at the time the measurements were made.
6. No free water was found in the test holes at the time of drilling.
= Indicates free water level 4 days after drilling.
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Project No.1-2448-03
LEGEND AND NOTES
Figure No. 3
Aqf-~- Swell under constant I I
pressure, due to wetting
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Natural Moisture Content 20.5% Natural Dry Density 111 pcf
Consolidation under constant
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Sample of Sandstone from Test Hole 2 at depth 3 feet.
100,000
Natural Moisture Content 6.8% Natural Dry Density 106 pcf
F SWELL - CONSOLIDATION Pro'ect No. 1-2448-03
TESTS
Fi ure No. 4
Crawl Space - Polyethylene barrier to
be sealed against foundation wall with
a mastic compound. Joints also to be
sealed. If desired, the polyethyiene
barrier can be omitted if the crawl
space is properly vented.
Slab on Grade - Polyethylene Optional
Foundation Wall
1 / Structural Floor
OR
BACKPILL Concrete Slab on Grade
LIP JOINT (See Report)
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Drain Gravel
Protective barrier
for exterior void PIER MIN.12" Sieve Percent Passing
Size Sieve Size
spaces. -
1 100
90-100
0-15
0-5
Minimum 3 inch diameter (ASTM
D2729 PVC or flexible) drain pipe.
Slope bootom of trench at 1% to a
postive gravity outfall or sump. Sump
(if used) should not be constructed
adjacent to a pier.
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VCJ) Materials DRAIN SYSTEM DETAIL
Consultants, Inc. Fi9ure No. 5
PI-Com 6198
Brick or
Siding
Frame
Wall
5' Minimum
Wood or metal edging above top
or sod with weep holes in bottom
to allow water flow out onto Iawn.
Sod
Non woven geotextile fabric.
Sloped away from foundation,
under edging and above sod
elevation.
Maintain designed slope away from foundation.
Minimum fall of 12" in the first 10 feet away
from the foundation is recommended.
Rock or bark area with
downspout extended
beyond edging. Foundation Wall
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NOT TO SCALE
LANDSCAPING DETAIL
Figure No. 6
n1-6 Geacx 10/91
APPENDIX
EXPANSION POTENTIAL AND
INTERIOH FLOOR RISK ASSESSMENT
The decision as to the type of floor to place in residences constructed in expansive soil and
bedrock environments is one of the most complicated and subjective tasks in current home building
and geotechnical engineering practice. The reason for this is that there are a number of factors
which must be addressed, understood, and evaluated in making this decision. Among these factors
are the following:
1. The material types that comprise the foundation supporting subgrade (i.e. clay,
sand, sandstone, claystone, etc.) and their variability in the surrounding area
2. The soil profile, soil density and moisture content, and soil plasticity
3. The swell characteristics for the material directly beneath the foundation and at
least 3 to 5 feet beneath the foundation
4. The depth to ground water and anticipated depth fluctuation
5. Whether the lot is situated in a cut or fill area
6. The surface topography and general site drainage, both pre- and post development.
7. The presence and location of surface water features
8. The type of space to be constructed (e.g., unfinished full depth basement, finished
full walkout, etc.)
9. Previous experience with floor construction in the immediate area
10. The amount of irrigation that will be introduced within a completed development.
In order to help characterize the risk of floor movement on expansive sites, the concept of
expansion potential has been developed. Expansion potential is a subjective assessment of all of
the factors which could contribute to the potential for soil to heave a floor under normal service
conditions. Expansion potential is differentiated from "swell potential" or "percent swell" in that
these terms refer to specific laboratory testing of an expansive material. Expansion potential is the
engineers assessment of all of these factors using experience and engineering judgment. Expansion
potential in terms of possible slab on grade damage can be described as follows:
Expansion Potential
Possible Slab on Grade Damage
Low
Light cracking, small differential movements, small heaves
Heavy cracking, differential movements, heave closing framing
Moderate
voids, some movement of utility lines
Large slab and differential cracks and movement, framing voids
High to Very High
closed, utility lines under heavy pressure
Again, these categories are not uniform and are developed by experience. Additionally, the
categories do not necessarily correlate to the extent of damages that may occur. Every engineering
firm which has long experience in the Denver area has observed significant cracking on soils
characterized with a low expansion potential and no movement on materials characterized with a
high expansion potential. Currently, there is no type of testing or correlation of faciors that will
definitively define the amount of movement that any soil will experience.
Since the swell consolidation test is extensively used in the Denver area, we have correlated
percent swell to expansion potential. As a general guideline, soils that swell 0 to 3% are
considered low; 3% to 5% are considered moderate; 5% to S% are considered high; and over 8%
swells are considered very high. These swell percentages are based upon loading a sample to a
pressure of 500 pounds per square foot, wetting the sample, and measuring its swell.
The percent swell is tempered using all of the other factors noted above on specific and
adjacent lots in order to determine the expansion potential for a specific site. The variation in
subsurface profile comes into effect if on a particular lot a high expansion potential soil or bedrock
was encountered in the lot test hole at a depth below the slab bearing zone and the same material
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was found at the ground surface on the adjacent lot. This would indicate that the high expansion
potential material could be expected to be present in a portion of the excavation of the first lot. The
presence of ground water probably indicates that a low swelling soil beneath the ground water level
should not be included in the average of the same material that was high swelling in areas of the
site that were dry. If the lot is in a deep cut area, it may possess a higher or lower expansion
potential as it is now subject to the natural wetting and drying cycles. The presence of a new pond
or the removal of an old pond would change the soil moisture conditions and indicate a higher or
lower expansion potential for a site.
Obviously, some of these factors may conflict and any laboratory data must be tempered
by judgment and experience. Any single factor on a lot may indicate a higher or lower expansion
potential; however, all of the factors must be considered toqether in determining the expansion
potential for any specific lot.
It must also be noted that perhaps the largest factor and the largest variable involved in
judging expansion potential at any site is the post construction landscaping and irrigation practices
on the site and across the general area. Expansive soils do not expand until their moisture content
rises. The construction of a subdivision will cause soil moisture contents to rise due to the cut off
of natural evaporation. This will cause some movement and heaving. However, experience has
shown that irrigation of landscaping adds far more moisture to the soil than the cut off of
evaporation. Landscaping and irrigation practices must be tempered by the expansion potential of
the site.
Experience both within this firm and in discussion with other firms in the Denver area
indicates that the following floor types are generally appropriate for each level of expansion
potential and risk assessment.
Expansion Potential
Risk Assessment
Floor Type
Non Expansive
Low
Low
Concrete Slab on Grade
Low to Moderate
Moderate
Moderate to High
High
Structural Floor
High to Very High
Very Hi h
These alternatives must be fully understood by the homebuyer for each site. The
homebuyer must understand the subjective nature of the evaluation ot expansion potential and the
construction methods under consideration. The homebuver must understand that there is a risk of
heavinq and/or crackinq with the construction of anv concrete slab on qrade on anv soil tvpe. They
must also understand that these evaluations are subjective in nature, based upon the experience
and opinion of the design engineer and, therefore, are not a guarantee that the interaction between
the soils and structure will occur as designed or intended. If the homebuver wishes to reduce the
risk of floor movement, a structural floor must be constructed. The homebuyer must also
understand that the use of a structural floor is not withoui other risks [e.g., elevated humidity
(moisture) in the crawl space, possible presence of free water in the crawl space, etc. which may
be associated with improperly maintained drainage and/or site grading alterations by the homebuyer
or his agents; the growth of moisture related molds and mildews, etc.] All of the above should be
understood and evaluated by the homebuyer(s) in making their choice of floor for their residence.
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Colorado Proti.ssion;il F.ngineer
Civil Iingineer
Land Surveyor
TO WHOM IT MA'e CONCERN:
13470 IIrauri Road
GoIdan. Colorado 80401
103-279...W19
June 23,1909
Re: ~41+t & Miller Streets ryCj-K-ItJv
-'t
't2ds ia to tcPorl tfiat 1 made a personal inspcahon of the, plaeing oCihe forms and [he plecing ofthe
r~inforoing, stecl t]ierain 1'oc ttie proposed residence at tlie above addia~s
I fonnd aJl work rel;ited thcreto to be in confAnnanoe, witli the design drawings aiid applicable codes.
RespecCiizlly submittad,
Ikeimeth R. Penwick, P.F.. 4'