HomeMy WebLinkAbout12851 W. 43rd Drive""GENFLEX ROOF MEMBRANE LIMITED PRODUCT WARRANTY
Roofing Systems
Building Owner: Michael Weber Phone No: 303-288-0313
Building Identification: Av-Tech Commercial Building
Building Address: 12851 W 43rd Dr. Wheat Ridge, CO 80403
Date of Purchase: (Day/Month/Year) 26/02/2018
Roofing Contractor: Metro Construction, Inc. Phone No: 303-242-8444
WARRANTY PERIOD (Select Membrane)
10 Years from Date of Purchase: [ ]GenFlex 45 mil TPO or 45 mil EPDM
[ x] GenFlex 60 mil TPO or 60 mil EPDM
[ ] GenFlex 80 mil TPO or 90 mil EPDM
For the warranty period indicated above, GenFlex Roofing Systems, an Indiana limited liability company ("Manufacturer'), warrants to the Purchaser that
the Manufacturer will, subject to the Terms, Conditions, and Limitations set forth below, provide replacement roofing membrane material ("Membrane") or
a prorated credit (based upon the remaining months of the unexpired warranty) sufficient to replace any area of the Membrane which leaks as a result of
ordinary exposure to the elements or any manufacturing defect in the Membrane. GenFlex's obligation over the life of this warranty is limited to the
owner's original cost of the Membrane.
TERMS, CONDITIONS, AND LIMITATIONS
1. Products Covered: The Membrane is limited to mean the Manufacturer's roofing membrane when installed in accordance with Manufacturer's
Current Technical Specifications.
2. Notice & Investigation: In the event that a potential claim is suspected due to roof leaks that would be covered by this warranty: (a) The
Purchaser must give written notice to the Manufacturer within thirty (30) days of the discovery of a potential claim along with a copy of the purchase
invoice and three 12" x 12" samples from the roofing membrane. Two samples must be from the suspected area and one must be from another
area. By so notifying the Manufacturer, the Purchaser authorizes the Manufacturer or its designee to investigate the claim. (b) If upon investigation,
the Manufacturer determines that the leak is not excluded under the Terms, Conditions and Limitations set forth below and is the result of ordinary
exposure to the elements or a manufacturing defect in the Membrane, the Owner's sole and exclusive remedy and the Manufacturer's liability will be
limited to providing replacement Membrane or a prorated credit. (c) Should the investigation reveal that the leak is excluded under the Terms,
Conditions, and Limitations set forth below, the Owner is responsible for payment of the investigation costs. Failure by Owner to pay for these costs
shall render this Roofing Membrane Limited Product Warranty ("Limited Warranty") null and void. The Manufacturer will advise the Owner of the
type and/or extent of repairs required to be made at the Owner's expense that will permit this Limited Warranty to remain in effect for the un-
expired portion of its term. Failure by the Owner to properly make these repairs in a reasonable manner and within sixty (60) days shall render this
Limited Warranty null and void. (d) Any dispute, controversy or claim between the Owner and the Manufacturer concerning this Limited Warranty
shall be settled by mediation. In the event that the Owner and the Manufacturer do not resolve the dispute, controversy or claim in mediation, the
Owner and the Manufacturer agree that neither party will commence or prosecute any suit, proceeding, or claim other than in the courts of Hamilton
County in the state of Indiana or the United States District Court, Southern District of Indiana, Indianapolis Division. Each party irrevocably consents
to the jurisdiction and venue of the above -identified courts.
3. Payment Required: The Manufacturer shall have no obligation under this Limited Warranty unless and until the Manufacturer has been paid in full
for all materials, supplies, services, and other costs which are included in, or incidental to, the Membrane.
4. Exclusions: The Manufacturer shall have no obligation under this Limited Warranty, or any other liability, now or in the future if a leak or damage is
caused by: (a) Natural forces, disasters, or acts of God including, but not limited to, wind, hurricanes, tornadoes, hail, lightning, earthquakes,
atomic radiation, insects, or animals; (b) Any act(s), conduct or omission(s) by any person, or act(s) of war, which damages the Membrane or which
impairs the Membrane's ability to resist leaks; (c) Failure by the Owner to use reasonable care in maintaining the Membrane, said maintenance to
include, but not limited to recommendations available on the GenFlex website http://genflex.com (d) Deterioration or failure of building components,
including, but not limited to, the roof substrate, walls, mortar, HVAC units, etc.; (e) Condensation or infiltration of moisture in, through, or around
the walls, copings, rooftop hardware or equipment, building structure or underlying or surrounding materials; (f) Any acid, oil, harmful chemical,
chemical or physical reaction and the like which comes in contact with the Membrane, which damages the Membrane, or which impairs the
Membrane's ability to resist leaks; (g) Alterations or repairs to the Membrane not in accordance with Manufacturer's Current Technical
Specifications; (h) A change in building use or purpose; (j) Lack of positive drainage (ponded water) ; (k) Failure to give proper notice as set forth in
paragraph 2(a) above; (1) Traffic or storage of materials on the roof; or, (m) Discoloration or odors caused by algae, fungi, or lichens.
5. Roof Access: During the term of this Limited Warranty, the Manufacturer, its designated representative or employees shall have free access to the
roof during regular business hours. In the event that roof access is limited due to security or other restrictions, Owner shall reimburse Manufacturer
for all reasonable costs incurred during inspection and/or repair of the Membrane that are due to delays associated with said restrictions. Owner
shall be responsible for the removal and replacement of any overburdens or overlays, either permanent or temporary, as necessary to expose the
Membrane for inspection and/or repair.
6. Waiver: The Manufacturer's failure to enforce any of the terms or conditions stated herein shall not be construed as a waiver of such provision or of
any other terms and conditions of this Limited Warranty.
7. Limits: This Limited Warranty does not cover Flashings, seams, adhesives, sealants, coatings or workmanship.
THE MANUFACTURER DOES NOT WARRANT PRODUCTS INCORPORATED OR UTILIZED IN THIS INSTALLATION THAT IT HAS NOT FURNISHED. THE MANUFACTURER
SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUT OF THE INSTALLATION OR PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR
CAUSED BY, PRODUCTS NOT FURNISHED BY THE MANUFACTURER. THIS LIMITED WARRANTY SUPERSEDES AND IS IN LIEU OF ALL OTHER WARRANTIES OR
GUARANTEES WHETHER WRITTEN OR ORAL, EXPRESS OR IMPLIED, INCLUDING, WITHOUT LIMITATION, WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A
PARTICULAR PURPOSE. THIS LIMITED WARRANTY SHALL BE THE OWNER'S SOLE AND EXCLUSIVE REMEDY AGAINST THE MANUFACTURER, AND THE MANUFACTURER
SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL, SPECIAL, INCIDENTAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO
THE BUILDING OR ITS CONTENTS OR THE ROOF DECK. THIS LIMITED WARRANTY CANNOT BE AMENDED, ALTERED OR MODIFIED IN ANY WAY EXCEPT IN WRITING
SIGNED BY AN AUTHORIZED OFFICER OF THE MANUFACTURER. NO OTHER PERSON HAS ANY AUTHORITY TO BIND GENFLEX WITH ANY REPRESENTATION OR
WARRANTY WHETHER ORAL OR WRITTEN.
250 West 96`" Street— Indianapolis, IN 46240
1-800-4284442 ` 1-317-575-7000' FAX 1-317-575-7100
www.genflex.com
092616
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number: CD0)
r
❑ No one available for inspection: Time ✓ , u " lA�jl/PM
Re -Inspection required: Yes 'No)
When corrections, have been made, call for re -inspection at 303-234-5933
Date: y 5 h `S Inspect�:'� _
a
DO NOT REMOVE THIS NOTICE
a
City of Wheat Ridge
Commercial Roofing PERMIT - 201800598
:$h µ
PERMIT NO: 201800598 ISSUED: 03/05/2018
JOB ADDRESS: 12851 43rd Dr EXPIRES: 03/05/2019
JOB DESCRIPTION: Tear off to decking; install 2 layers of 2.2 in ISO board; install one
layer 1/4 in DENS decking Class A; Install 60 mil GenFlex TPO; 1/12 pitch;
tear off to decking front awning and install new metal roof; 211.3 squares
total
*** CONTACTS ***
OWNER 303-242-8444 AVTECH ELECTRONICS
SUB (303)242-8444 Jerod Raisch 090053 Metro Construction Inc
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 259,490.57
FEES
Total Valuation 0.00
Use Tax 5,449.30
Permit Fee 2,164.05
** TOTAL ** 7,613.35
*** COMMENTS ***
*** CONDITIONS ***
In order to pass a final inspection on commercial elastomeric or similar type roofing, 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.
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 -roof inspections may be called in at the same time, 100 percent of the sheathing must
be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. 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.
City of Wheat Ridge
Commercial Roofing PERMIT - 201800598
r�
PERMIT NO: 201800598 ISSUED: 03/05/2018
JOB ADDRESS: 12851 43rd Dr EXPIRES: 03/05/2019
JOB DESCRIPTION: Tear off to decking; install 2 layers of 2.2 in ISO board; install one
layer 1/4 in DENS decking Class A; Install 60 mil GenFlex TPO; 1/12 pitch;
tear off to decking front awning and install new metal roof; 211.3 squares
total
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am lie nilly authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official j — Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
Wheat idge
CO uNtTy DEVELOPMENT
Building & Inspection Services Division
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: permits(a-)ci.wheatridge.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit # ( 1l
Plan Review Fee:
Building Permit Application
*** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ***
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Property Address:
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Property Owner (please print): �- ��� Phone:
Property Owner Email
Mailing Address: (if different than property address)
Address: QqQr� A UL-
Citv. State
Architect/Engineer:
Architect/Engineer E-mail:
Contractor: /—I j:
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at
Phone:
Contractors City License #: V 1 60 6_3 Phone: 3�) s -
Contractor E-mail Address:
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print):T pbt,,(T H-utcLt- Phone: -1,9Z" S'j�Z- 3761
CONTACT EMAIL(please print):
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
*COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING
F1 COMMERCIAL ADDITION RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.) �/� a—LL _ I , ^ `/\� 4—1eCXA,n�gj
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Project Value: (Contract value or the cost of all materials and labor included in the entire project)
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OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (C TRACTOR r (AUTH ED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last nam ): DATE: Q ki-1 J
ZONING COMMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS:
Reviewer:
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
Building Division Valuation: $
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41 CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: K 3
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Permit Number: Cj 3�
❑ No one available for inspection: Time
Re -Inspection required: Yes o /PM
When correction 0
s have been made, call for re
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Date: 10 /I spection at
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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: i -
Job Address: �.
Permit Number: U! Cro
F.
f 2
❑ No one available for inspection: Time �- AM/ M
Re -Inspection required: Yes/f No
When corrections have been made, call -for -re -inspection at
Date: //- Inspector: / e
DO NOT REMOVE THIS NOTICE
City of Wheat Ridte
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` SUE
total valuation
Use Tax
** TOTAL **
'ERMIT 101280
ISSUED - : 0.5/18/2010
EXPIRES: 11/14/2010
ndividual letters
K &I Investments
01-8163 Bighorn Signs, Inc.
USE: UA
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1 < INSPECTION 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.'..
11, 1 City of
� YKOM,
Building & Inspection Services Division
7500 W. 29" Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Building Permit Application
I
Date:0011,712elt',
Plan # M — � / �T
Permit #
PN rz
Property owner (please print): W I N VE Cni\[TS Phone: 3y3• SOO 4 ! 7 q 2 -
Mailing Address: (ff different than property address)
Address:
City, State, Zip:
t- -(?0iG(Ao(zN
Contractors City License #: Phone: `40 - Li 7-0
fb
Plumbing: Mechanical:
License # iikK�Tr-r- City License # City License #
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WYE A), Contract Value:
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ReviewFee�((du �7 a tUmpofsubmittao-
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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, casements or restrictions of record; that all measurements shown and
allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full
responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on
this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work
and am also authorized by the legal owner of any entity included on this application to list that entity on this application.
CTRCLEONE (OWNER) (COMRtCTOR) or (AUTHORIZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR)
PRINT NAME: GAR 1 t� �< SIGNATURE: %J t/I & .
Bldo Valuation: 9
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- COMM[TNITY DEVELOPMENT
NOTICE AND ORDER
TO
PROPERTY OWNER AND ALL CURRENT OCCUPANTS
Pursuant to the 1997 Uniform Code for the Abatement of Dangerous Buildings and
the 2003 International Building Code, the property owner of record:
Hacienda Loma Vista Association
c/o Jamie L. Gallagher
Marcus L. Goodboy
Patricia A. Hunzeker
3235 Yarrow Street
Wheat Ridge, Colorado 80033
and all current occupants of the property legally described as:
324800, Hacienda Loma Vista and AMDI, Lot 0012, Section 26, Township 3, Range
69, commonly known as 3235 Yarrow Street, Wheat Ridge, CO 80033
are hereby notified that the above described property has, this 2 "d day of June, 2010,
been found to be in violation of City of Wheat Ridge Municipal Code, specifically
Section 5 -76, International Building Code, and you are hereby ordered to take the
necessary action required to comply with Municipal Code. The specific violations of
code are, but not limited to:
2003 International Building Code Section 105.5 "Except as otherwise provided herein,
every permit issued shall expire 180 days after issuance."
2003 International Building Code Section 109.5 "It shall be the duty of the holder of
the building permit or their duly authorized agent to notify the building official when
the work is ready for inspection."
1
2003 International Building Code Section 1806.1 "Retaining walls shall be designed
to ensure stability against overturning, sliding, excessive foundation pressure and
water uplift."
The ordered actions and repairs are:
1. Contact the Building and Inspection Services Division to renew the expired
permit, 090684, for the retaining wall project.
2. Obtain the necessary inspections from the engineer of record for the project and
provide to the Building and Inspection Services Division an original, wet -
stamped letter from that firm assuring compliance of the newly erected wall
with code and the approved design.
3. Immediately remove all soil displaced during construction of the retaining wall,
and the rock installed after wall construction, that is located between the newly
erected retaining wall and the fences adjacent to the retaining wall on the east
side of the parking area, for the full length of the wall. Fences shall not be used
as a retaining wall and soil and rock shall be removed to a level that is equal to
the grade on the opposite side of the fences.
You are hereby ordered to initiate the above actions and repairs immediately.
You are further notified that if the required actions are not completed within ten(10)
days of the date of this notice, the Building Official may proceed with legal action to
abate the violations, assess the costs of abatement against the property through the use
of liens, and charge the property owner with violations of the 2003 International
Building Code and City of Wheat Ridge Municipal Code.
Any person having any record title or legal interest in the building may appeal from
the notice and order or any action of the Building Official to the Board of Appeals,
provided the appeal is made in writing as provided in the 1997 Uniform Code for the
Abatement of Dangerous Buildings and filed with the Building Official within 30
days from the date of service of such notice and order. Failure to appeal will constitute
a waiver of all right to an administrative hearing and determination of the matter.
John C. Schumacher, Jr., CBO
Chief Building Official
City of Wheat Ridge Building Department
7500 W. 29 Avenue
Wheat Ridge, CO 80033
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7500 West29th Avenue
Wheat Ridge, Colorado 80033
303/ 235-2846 Fax: 303/235-2857
DATE: 30 June 2006
TO: Accounting Department
WHE qJ.
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. OF
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W1ieat Ridge
C~<ORA~O
FROM: Director of Community Development
SUBJECT: ESCROW REFUND/RELEASE
Reimbursement requested for escrow funds being held for: K& I Investments/12851 W. 43Ta
Drive
The Landscaping has been completed to the City of Wheat Ridge satisfaction.
RELEASE TO: K& I Investments
Michael D. Webber
Address: 734 Orchazd Court
Louisville, CO 80027
Amount to be refunded: $536.25
J&dk-)
Alan White
Director of Community Development
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
3031235-2846 Fax: 3031235-2857
The City of
Wheat Rldge
28 May 2003
Mike Webber
Av-Tech Electronics
12851 West 43rd Drive
Wheat Ridge, Colorado 80403
RE: 12851 W. 43`d Dr./Release of Landscape Escrow
Dear Mr. Webber:
The City recently received a request to release the landscape escrow for the above-mentioned
property. After a site inspection, it was determined that several of the landscape items were
deficient. These items were:
I. Two dead pine trees located on the east side of the property adjacent to West 44`h
Avenue.
2. : Little or no hydroseed along the northern property line adjacent to West 44`h Avenue.
3. Three dead shrubs located in the southeast corner of the property.
4. Portions of sod adjacent to West 43`d Drive appear to be dead.
5. No hydroseed has come up on the west side of the property.
Please repair the items listed above. The City will retain the landscape escrow unti] all of the above
]isted items have been addressed. If you have any further questions, feel free to give me a call. I can
be reached at 303.235.2849.
Thank you,
Travis/
Planner
COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 15183
' BUILDING INSPECTION LINE - 303-234-5933
:
CITY OF WHEAT RIDGE Date 2/28/03
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215 - (303-235-2855)
Property Owner: AVTECH ELECTRONICS
Property Address : 12851 W. 43RD DR Phone : 303-288-0313
Contractor License No. : 20472
Company : Lighted Business Signs Phone : 662-8361
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 W heat Ridge or
covenants, easements or restrictions of record; that all measurements shown, and allegations
made are accura[e; tha[ I have read and agree to abide by all conditions prin[ed on this
application, and that I assume full responsibility for compliance with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Wheai~i rdinances, forwork underthis permit.
(OWNER)(CONTRACTOR) SIGNED DATEsZL/to
Description : INSTALL 3,~LUMINATED WALL SIGNS.
BUILDING DEPARTMENT USE ONLY
Approval : pFUMA
Zoning : PID
Bu~lding CommentS~
Approval : OK/BG
Approval :
Occupancy: Walls
2I27103
2/27/03
Roof : Stories
Construction Value :
$4,200.00
Permit Fee :
$111.25
Plan Review Fee :
$0.00
Use Tax :
$50.40
Total:
$161.65
Use:
SIC : Sq. Ft. :
Residential Units :
Electrical License No :
Company :
Plumbing License No :
Company :
Mechanical License No :
Company:
Expiration Date :
Approval:
Expiration Date :
Approval :
Expiration Date :
Approval :
(1) This pertnit was issued in acwrdance with the provisions set foAh in yopur application and is subject to the laws of ihe State of Colorado and to ihe Zoning
Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City.
(2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or
abandoned for a period of 120 days.
(3) If this permit eRpires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be made in ihe
originai plans and specifications and any suspension or abandonment has not exceeded one (1) yeac If changes are made or if suspension or abandonment
exceeds one (7) year, (ull fees shall be paid for a new permit.
(4) No work of any manner shall be done that wiil change the natural flow of water causing a drainage problem.
(5) Contractor shall notify the Buildin9 Inspector lwenry-four (24) hours in advance for all inspections and shali receive written approval on inspection card before
proceediing with successive phases of ihe job. (6) The iss c of a permit r the approval of drawings and speci5cations shall not be conslrued to be a pertnit for, nor an appmval of, anyviolation of ihe
. prow s o th des or any other ortlinance, law, rule or regulation. .
m ~
Chief Building I pector
COMMUNITY DEVELOPMENT DEPARThIENT Building Permit Number:
; ~f W Nfqr P BUII,DING INSPECTION LINE - 303-234-5933 . Date:
CITY OF WfIEAT RIDGE
7500 WEST 29TH AVENUL
WHEAT RIDGE, CO 80215 - (303-235-2855)
C~CORAO~ A3" pp~dd ?~pO7~~ . .
H~~i4V
PropertyOwner: AV'tC.Ct-r t=",D=-(R-0uiCS
PropertyAddress: 'ags-' W • 4f3Y9 tp, Phone:,?S-iD :10-631'3
Contractor License No.: e`:bkZ41'
Company: Phone:3~3 &G`d- g'a'al
OWNER/CONTRACTOR SIGNATORE OF UNDERSTANDING AND AGREEMENT
I hereby certify tLat the setback distances proposed by this pexmit application aze accurate,
and do not violate applicable ordinances, n,les or regulations of [he City of Wheat Ridge or
covenants, easements orru4ictlons ofrecord; thatal] measurements shown, and allegations
xnade aze accurate; that I have read and agree W abide by a17 condirions printed on Hils
application and that I assume ful] responsibility o mpliance with the Whezt Ridge
Building Code (U.B.C) and atl other applicable t Ridge Ordinances, for work undey
tlris pemut
(OWNER)(CONTRACTOR):
DESCRIPTION:
rt~~ -F 1NS~t
Dw~.. ~ o~
Construction Value:$ QW, a
Permit Fee:$
Plan Review Fee:$
~ Use Tas:$
TOf2.1:$
GA 53 GN2- sc;- a X
37` aC t7 CR« Pmnr i uuwm-~~)
BUILDING DEPARTMENT USE ONLY
ZONING COMMENTS: '
Approval: "V1A;;,
Zoning: I? lt) .
BUILDING COMMENTS: /
Approval: ~/a7/G3 e----
PUBLIC WORKS COMMENTS:
Appioval:
Occupancy: Walls: RooL
SIC: Sq.Ft.:
FEB 2 :P 2003
Stories: Re '
Elec7rical License No:
Company:
EJCpirarion Date:
Plumbing License No:
Company:
Exp'uation Date:
Mechanical License No:
Company:
Expiration Date:
Approval: Approval: Approval:
(I) This pe}mit was issued in accordance wiih the provisioas se[forth in your applicaGOn and is subject W th<laws of tlte State oFColorndo and to the Zoning
Regu(aROns endBuilding Coda of Whwt Ridge, Colorzdo or any other applicable ordinances of the Ciry.
(2) Thispemtit s6e11 expim if (A) the work authonzed is not conmmenced within sixty (60) days from iasue date or (B) the build'mg authonzed is suspended or
a6andoned for aperiod of 120 days. '
(3) IfFltispe:mitexp'sa,anewpumitmaybeacquieedforafreofone-halftLeamountnoxmallyrequired,providedaocltangeshavebeenorvrillbemadein
1Leorigiualplaus andspec£eaROns andanysuspension otabandonmenthas notexceededone (I) year. Ifchanges Uave6een orifsuspension orabandonment
exceeds one (I) year, full fees shall bepeid for a uew pe:miG
(4) Noworkofa¢ymannershallbedonethatwillchangethenaNaltlowofwahrcausingadmiaageproblem.
(5) Conhac[otsLallnotifytheBuildingInspecfnrtwenty-four(24)hauxsinadva¢cefoxallmapectionsandshallreceivewriKenapprovalonmspectioacardbefore
pmceeding with successivephasu offhe job.
(6) The issuance of a pvmit or the approval of drewings and specificaGOns shall not be constr¢ed to be a peunit for, nor an approval of, any vio7etion of the
pmvisions of the building codes or auy other ordinaucq law, nile or xegulation. *
ChiefB gInspector
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7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303/ 235-2846 Pax: 303/235-2857
The Crty of
Wheat Rldge
6 February 2003
Mike Webber
AV-Tech Electronics
12851 W. 43`d Drive
Wheat Ridge, CO 80403
RE: Outside storage/12851 W. 43`a Drive
Dear Mr. Webber:
Pursuant to the 44`h Avenue Plannecl Indaistrial Development, aiiy outdoor storage must be located
within a screened storage area. On February 5, 2003, a City staff inember observed several items
stored in the fenced area on the west side of the building located at 12851 W. 43id Avenue. These
items included several trailers and piles of bulk material. Please either remove said items or screen
the fenced area no later than February 28, 2003, or possible code action may ensue. If you have any
questions, feel free to give me a calL I can be reached at 303.235.2849.
Thank You,
Travis R. Crane
Planner
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A Certificate of Occupancy or Completion has been requested for:
ADDRESS: yacek !~Y.
PURPOSE OF
Building Department Approvaf:
Remarks:
Zoning Approval: ~ ;F0
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Remarks:
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Remarks:
Fire Marshall Approval:
(if Applicable)
Remarks:
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Remarks:
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(lf Applicable)
Remarks:
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BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction No '
Job Located at
I have this day inspected this structure and th'bse..pw:em+scfs and
have found the foilowing violations of City and/or State laws gov-
erning same:
/ d-pUeS , .
Q ~TL %2P „~X/~ • //Aj'f'3 ~Jt3~' .
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~ng violations.
You are hererby notified to correct the forego.
When corrections have been made, call for inspection.
Date
Inspector for Building Dept.
DO NOT REMOVE TMS TAG
FORM WFi&22
~~'4%s7 G>
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
* *
Correction Notice
Job Located at jzzv~5-~ '~5 a
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date lZ 17 D
for Building Dept.
DO NOT REMOVE THIS TAG
FORM WR6•22
.slf11 A;aje at Grm~rnon b~iJ~e-rYOrc4
Dec,l7. 2 0 0 2 2;17PM
HORIZON GLASS 3032932011 No.6538 P. 1
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To: Fire Inspector, City of Wheatridge
Attn: Datin Morgan
Re: AV Teoh Fire Glazit►g
From: Bob Yeazel
Date: Decembar 17, 2002
Fax:303-235-2857
Numbar of Sheets Incluft Cover: 6
Darin,
Here aze techaical specifications for Keraiite F'R-R glazing we will be using 'va the AV
Tech projeot 1n the one hour frames. Please let me lmow if yrou have any
questions. The building inspecrar is encouraged to call VETItOTECH SAIN'T'
GORBAIIV directly with atry technical questions he may have. Their toll free
numbez is on the sheets to follow,
Thanks,
Bob Yeazel
Project Manager
1855 29"' Street- Denver, Co 80216- Phone 303-293-9377 Faa 303-293-2077
byeezelQhorizonglaea.net
Dec,17. 2002 2:18PM HORIZON GLASS 3032932011 No•6538 P. 2
+ ~-J~~~c~i~:.. 1•~
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To; Provident Construction
Attn, Geratd
Re: AV Tech
From; Bob Yeezel
Date: November 12, 2002
Fax:720-489-5066
Number of Sheets Including Cover. 5
Gerald,
Here are technical specifications for Keralite FR-R glaziug we will be using in tlae AV
Tech project in the one haur frams, Please let me know if you have any
questions. The building insPector is encouTaSed to call VETRO'I'ECH SAINT
GORBAIN direotly with any technical queations he may have. Their toll fi ee
aumber is on the sheets to follow,
1'hanks,
Bob Yeazel
project Manager
1855 29' 9treet- Denver, Co 80216- Phoue 303-293-9377 Fax 303-293-2077
byeml@borizongkss.net
Dec•11. 2002 2:18PM HORIZON GLASS 3032932011
~
VETROT~ECH S~
Gtaa SohAlons
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No•6538 . P. 3
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Horizan Glass Co.
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Phene-
1(B88) 803r8533 or (263) 333-0880
Faa
(303) 283-2077
Pax:
(263) 333-5166
Phonel (303) 283-9377
rmall:
ggsOveMOtechusa.com
Re:
K8r81fte FR-R product IiSHng
Ppflen
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Deer Sir:
Please flnd enclosed as requested a copy af our product Ilsting for Keralite FR-R.
Sln rely,
Brigitte R.
yL7Rp7gCH SAiNT•GORMN NORTH AMERICA. INC.
5220-3Ti145TR6ETN.W. SUITE103 AU6URN,WA96W1
'TEL. (Z63)333A660 Totl Free 1 (886)803-9538 RAX (?b3)333-e166
E-MAIL• IMolaax,nyaMrftM.com W6MvetroteMU33MOm .
681-d Yo0/100'd ZBB-1 0319 888 895+ H9310813A-m0jd m45E10 ZOOZ-U-AON
Dec,11. 2002 2:18PM NORfZON GLASS 3032932011 No-6538 P. 4
~ Intertek Testing Services
ETL SEMKO
Pege 1 of3
2002 Iatcrtck Tea 'n++ Servleec - Gartlffcatlon Lis4inQ
6ectlon _ GLAZINGlGLASS
VETPIdTECH S+UriT-COBAIlN (Intcrnutlonal) wG
Stau}facherstrasie 126
CH-3000 Bsrn 22
gwitzerlsod
Prodacbs
Kerafitee FR-R, TCeratitee FR-F, KeraJitee FR-L, olear ceramio glazin¢, monolithicAaminated, foi use in
door vis3on panels, [rflasom lighla, sidelighis and fire wlndow assembL'es (borrowcd Iighrs) in up E0 3-hour
IowNoas (posieiva proesuue), wlth boea sLream.
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LllnitsYione:
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rstcd Slxl traatom lighU6idelight frntnes end $ro wiadew sssembiie$
w,..mm.wnny 2. TbiolOR89:
ImWa2wr a) Kxralitco FR•R 0.197" (5 mm) (monolithia glazmg)
I£~'11:00 b) Keralitee FR-I! 0.315" (8.0 tmm) (leminated glazing)
o) Kc,ralitcG FR-L: 0390" (9,90 mm) (laminated glezfn6)
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KcraliMe CR-R, Keralicce FR-B (0.797"1 S mm) 90 Minube (w/HoscStronm)
CI¢ar Viaw
Dimensiohe
WOODlSTEEL DOOR6
Ra(SED SIDE
LIC}TTSBORROWED
LIGHTSM7NAOW6
TWSOM LIGHT6
MAX WIDTH
60.114" (1530 mm)
60-1l4" (1530 mm)
60-114" (1530 mtra
MAX HEIGHT
60-1/4" (1530 mte)
60-114" (I530 mm)
60-1/4" (I580 mm)
Mp)( ~gA
1521 sq. In. (0.975 sq. in.)
1,763 eq. In. (1.14 aq, m.)
1,753 sq. in. (1.14 sq. m,)
M1N SYO2 t3E1GHT
• 112" (12.7 mm)
5ns" (15.87 mm)
5/8" (15.67 mrc)
Wamoek XeeMy
lnterrek Texting $ervlceF NA, inc. MAI.
~ AntioeNlndu0lfi91Pbrk,2200Wymorewey,Antloah,LA9n508
ON AUphone 915-768•BBOB Fer 97576E-0096 Homo Pogo wnw•atleamko.oom oil
891-d Y00/Z00'd ZBB-1 9911 EEE E93+ H0910413A-WN wd9VZD ZOUZ-II-AoN
Dec•17, 2002 2:18PM HORIZON GLASS 3032932011
No•6538 P. 5
Intertek Testing Services
ETL SEMKO
Paoo 1 aE3
2002 - Iatertek Testine 5ervices - Certlficatlon Lietinu
SeotIon _ GLA7INGlGLASS
KeRALTTEOD FR G(039U"/9,9D mm) 45 MINUTEB (VVlHOSE STREAM)
C[,EAR vI6w
~OODlBTERL DOORS
R
AISED SIUE
LIGNTSIBORROWED
TRAPiSOM LICHT6
DiMENS[ONS
LlGHTSlW INDOWS
MAX W1DTH
37" (940 mm)
60" (1574 mtn)
38d14" (9B4 mm)
MAX HEIGHT
37" (940 mm)
60" (IS24 mm)
883I4" (994 mm)
MA?C AREA
1,036 aq. in. (0.66$ sq. mJ
l1665 cq. In. (1.074 aq. m.)
Btl I.5 sq. In. (0.569 aq. m.)
MIN STOP HElGH'f
IR" (117 mm)
5/8" (16,67 mm)
5!S" (15.87 mm)
1CERALI7CO RR-L (0315"19.00 mm) 90 MINUTE5 (WMOSE STREAM)
CI.CAR V'IEW
WOOD/STBEIiAOORS
RA18ED 6IDE
L[CHT6/60RROW'ED
TRANSOMLIGH7S
DIMFN570NS
LIGFiTSlWINDOW'S
MAX W1DTH
26-1/2" (673 mm)'
26•112" (673 mm)
16-112" (673 mm)
MAX HEIGHT
26.112" (G73 mm)
26-1l2^ (673 mm)
26-I12" (673 mm)
MAX AItEA
490 aq. in. (6.316 sq. m.)
490 eq, in, (0.316 sq, m.)
490 sq. in, (0,316 eq, m.)
MINSiOPHEIOHT
12"(12.7inni)
5!9"(15.87mm)
5/8"(15.87mm)
womvcY Hwcw
IMWCMN
E2-on Notee: _
1. All 90160.minute Fue-reled insWlatinns mustbe approved in advance by tho aulhority hnviaajurisdio4on.
2. Kerelite@ FR-F (0,197"I 5 mm thiek) and Kaelite* FR-L (0.333"/ 8.0 mm) have s 3-hour fire radng (positvc
,O✓
4, jvleetb CAT ]I b~tfery ratfag (IGeralile~ FTt-F, Keralite~ FR-L)
pressure wi th hoee etroem) in elear ~ew a{yes of 100 sq. in. (mex height of 33" and a minimum width of 3
r Ny~9 when mouatcd !a e 3•hour firameed +~eee1 doorvision panel frame in a 3-hour &re-ratcd stccl door:
Y 3. Karslite~ FR-F -°SCLARL" clear film (4 mit or 0,004" or 0,1 mm thiok) hy 3M Corp, maY be attached to oae
~p or both feces otKeraliteS FR R to obWin KemliteS F!t-p. Thia aasembly hes 3-hour zadug (pnxiuvc pmaxvra)
with hou¢ mtrcem.
S. Caa bo lighUy ceoh¢d on one swfece only
m l
S. Cen be made into insulating uuifs
N ~ '~/7'~\ Intertek Tcering Serviccs NA, Im:. Wamoe7e ~ Xees.ry
p/ ~
@: t~ Andod+IndustrialPart,2200WymornWay,AntloCh,CA94509
~ 'IbIOphOne 92SJ56-6B06 FaY 925-)5&6W79 Hame Page www.allsemio.com
, 89l-d 600/B00'd 298-1 9915 EEE E9E+ N2310tl13A-W0Jd fild96IE0 EOGZ-II-AoN
i
Dec•17• 2002 2:19PM HORIZON GLASS 3032932071
No•6538 P. 6
Intertek Testing Services
ETL SEMKO
Pngo 3 aF3
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2002 ' intertek Tcst' a Servi s- Cer[iftcation GixNns
ec ' - GLAZTNG/GLA453
Companies thet cut, label, and distribute thia yroduct und¢r Warwok Heraey lebel seevice:
V¢troteah Saiat-Gobnin NA,1nc. Euroverte, Inc.
1220 77'^ StreeeNVl', Buite 103 1658 Place De LieRe
Lavnl. PQ 97G 4X7
Aubum,WA98001
~,5A Canada
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tnhrtak TesNng Servlees N.4 Yna m1woo/
/ AnllpCh IndueWaf Pafk, 720D Wymore Way, Mqorli. CA 80.709 ~
'felephane 929.76%606 Fow 925-766•6084 Homo Pope www,a[lamlm.com
881-d V00/400'd d88-1 9915 BEB 692i H0310813A-a0Jd ~96~Z0 ZOOZ-II-~DN
K&I INVES'I'MENTS, LLC
734 ORCHARD CT.
LOUISVII,LE, C080027
December 18, 2002
CITY OF WIIEAT RIDGE
BUILDING DEPARTMENT
7500 W. 29TH AVE.
WHEAT RIDGE, CO 80215
Daryn Morgan
Dear Mr. Morgan
We agree to install nonporous washable material in the men and women's public restrooms at our building
located at 12851 W. 43'd DR, Golden, CO. 80401 We agree that it will comply with the City of Wheat
Ridge code. We also agree that this project shall be completed within 30 days of today's date. 12/18/02.
Tliank You,
Sincerelky,=~r~~ ^
Miettael D. weber
K&I Investments; LLC
Manager
12/13/2002 15;39 3036499499 FUTURA ENGINEERING PAGE 02/02
Futura Engineerrng lnc.
Engineers and Surveyctirs
Denver Metro Office
12741 E. CaleyAve., Suite 726
Englewood, Colorado 80111
(303) 649-9292, Fax (303) 649-9499
Email tryan@futuraengineering.com
Colorado Springs OffiCe
5050 Edison Ave., #1068
Colorado Springs, CO 80915-3544
(719) 573-2400, Fax(719)573-2250
December 13, 2002
Mike Garcia
Development Review Engineer
City of Wheat Ridge
7500 W, 29th Avenue
Wheat Ridge, CO 84215-6713
RE: C]rainage Certifcation - Lot 2, 44'h Industrial Park
Dear Mike;
I Zg~I
Futura Engineering,,inc. performed an as-built survey of Lq,t 2, 44t' Industrial Park, City
of Wheat Ridge, Colorado, on December 12, 2002. Upon review of this survey, the
grading and drainage facilities were found to be in generai conformance with the
construction drawings prepared by Futura Engineering, Inc., and the Final brainage
Report for 44t' Industrial Park prepared by ADG Engineering, Inc.
Other than minor deviations f„am:, the design grading, the only change to the
Consfructipn Plans was the focation of the curb chase for release of the foundation
drain system. This chase was relacated to the east of the building along 43`d Drive due
to the installation of a sump pump instead of the gravity outfall originally designed.
These field changes did not affect the original drainage design and all storm drainage
facilities are currently functioning properly while maintaining design flow patterns.
Should you have any questions, please feel free to call.
Ftespectfully Submitted, 00 RIF(
pF' ~p8 P
/ ,
Thomas P. F2yan, CO P.E. 356 : 35696
96
Projetk Manager
Futura Engineering, lnc.
~CJNAt
.J
cc: Mike Weber, Av Tech Electronics
PLRNNING & PW Fax•3032352857 Dec 17 2002 16:52
City of Wheat Ridge Plautting and Developmeut
Department
Landscape Escrow Agreezuent
P. 02
This agreement made this 10 day of December, 2002 by and between the City of
Wheat Ridge azzd Kil lN (IE5TMF ti S LLc- (conuactor/developer/owner).
Escrow in the acnount o£ iVF NyntbC2b *1~T4? 5l5( /-bUD ~ oo DOT.LAILS
5'2(,~ 25 ) is being held until all landscaping improvements aze completed at,
12851 W. 43' Drlve
In the event that tandscaping required by Wheat R,idge Code of Laws, Section 26-502
and/or as shown on an ;approved landscape plan is not installed by April Y, 2003, the City
of VJheat I2idge or its designee shall have the right to entez upon said property to
conshuct and/or install such impzovezlne[tts Or dp pthet suckt work to accomplish that
piupose as may be neeessazy, pzovided that the Czry of Wheat Ridge shall first, give
notzce in writing to tkze contractor, developer or owner of its intent to do so.
If the City of 4Vheat ltidge exercises its rigkAt to perf'ozxn wozk of any nature, including
labor, matexzals and use of equigzaent ezt}zer by force account or contract, the City shall
have the absqlute right to withdraw the escrow funds to complete said landscape
improveznents. The only precondidon to the City's right to withdraw the escrow funds
for this purpose sha(1 be a letter from the Planning and llevelopment Director, stating that
the landscape improvements have not been completed or provided and that the
compliance date of April l, 2003 has expixed.
Approved and Agreed:
Contractor/Aevelonex-/Owner
~ Business Address
~n n . ~ ' ~
ZA gl D Z r~ITlll
nace rnie
City of Wheat Itidse, Colvrada
r
By: Lflzl~
TitIe: t(? t]Nf~4 I17 k✓ecbi"'
Date: lZ~~c~J /f1 Z.-
-~-r-
DEr,-17-02 TUE 12:47 PM.
Dec 17 02 11:54a TG
TRUG~~~N tanacare""
December 17,2002
Provident Constnxxion
3565 Y:osanite Sc.
Deuver; CD 80237
RE• Seeding uf narth area 9t AV Teeh
FA%:
]YaGreeu LandCnre
2,333 W. OsPOrd Aveflox
Englewnud, CO f3U110
Tel: 303461-1080
Fax: 302-181-0657
The price for the seeded area nanh of Av Tach has bun calculateC on a square foot bases•
1'6e area in question is 14,300 squara feec calculated ac $.03 pu squacz foot. The taal cost w
ru,teed the area if seed kun not adequatety establisbed iuelf is S429,00
If you have any quastions or if S. can be of further essistance please call me 303.781.1680
5incerely,
~ 7cremy '8
'PruCrreen = LandCare
PAGE 2
303-761-4636 p•2
I
K&I IN34VoaSrTinMo couS{ LLC 1062
LOUISVILLE, CO 80027
82$00/7070
DATE l Z~IB (/2-
TPAY O THE CG 1"C~1 O I- ~11 CI L(TT ~I Ul"X-
ORDER OF ~ e7
5 ~j~UNL~IJ / ~ 1I~6 SY JlJ~ L~ DOLLAR e .
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FOR- Z/ /N
li'00 L06 2u■ i: i07006004C ❑ 7 ❑65 99u1
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BUILDING DEPARTMENT
* *
Correction Notice
Job Located at C)_4
9
(303) 235-2855
CITY OF WHEAT RIDGE
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
/0 ea-
Inspector for Builtling Dept.
DO NOT REMOVE`'f'HIS TAG
FORM WR6-22
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:
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at 14/. y~ "~'2
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
Inspector for Building Dept.
DO NOT REMC61it THIS TAG
FORM WRB•22
BUILDING DEPARTMENT
(303) 235-2855
CITY OF WHEAT RIDGE
Correction Notice
Job Located at ~
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:
You are hereby notified to correct the foregoing violations.
When corrections have been made, call for inspection.
Date
DO NOT REMOVE THIISTAG
nept.
FORM WR6d2
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7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215-6713
(303) 234-5900
City Admin. Fax # 234-5924
The City of
September 19, 2002
Provident Construction
C/o Terry Hardinski
Fax 720-489-5066
Police Dept. Fax # 235-2949
RE: 12851 W 43rd Drive - Av-Tech
Dear Mr. Hardinski,
11~r
Per your request the following is required to change the one-hour horizontal separation
from a drywall assembly to spray-applied fireproofing.
~ 30 Bm
1. Updated floor plan from architect or engineer indicating area spray-applied
fireproofing is to be used. UBC Chapter 7
2. Specifications far fireproofing material from manufacturer.
3. Specify on updated floor plan how electrical, plumbing, mechanical and grid
ceiling is to be attached or supported and still maintain fireproofing.
4. Provide copies of credentials for the special inspector that will inspect the
spray-applied fireproofing. UBC Chapter 17
Please note that a certification letter for all welds and structural steel will be required
prior to fireproofing being installed.
If you have any further questions please contact me at 303-235-2853.
Sincerely,
Darin Morg
Codes Adm' ' trator
Cc address file
Wheat
G
"Ridge
y~98 RECVCLED PAPER
The City of
7500 WEST 29TH AVENUE ~Th e at
WHEAT RIDGE, CO 802 7 5-671 3 (303) 234-5900
City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 ~idge
August 26, 2002
Michael Goertz
Acquilano Leslie Inc.
1600 Stout Street, Suite 200
Denver, CO 80202
RE: Av-Tech Electronics 12851 W 43~d Drive, Wheat Rid2e
Deaz Mr. Goertz,
This letter is to follow up on our conversation regarding the sand/oil interceptor at the
above referenced project. Due to the nature of work being installation of new automotive
accessories the interpretation has been made that a sand/oil interceptor typically required,
as part of an S-3 occupancy will not be required for the proposed use.
Please note that if the use changes or intensifies and complaints aze generated from the
use, the sand/oil interceptor issue will be revisited and may be required at a later date.
Sincerely,
Darin Mor
Codes A ' 'strator
Cc address file
,r., RECVCLED PAPER
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PLUMBING FIXTURE CONNECTION SCHEDULE
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PLUMBING FIX
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The City of
7500 WEST29TH AVENUE ~Theat
WHEAT RIDGE, CO 80275-6713 (303) 234-5900
City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 `;Ridge
August 26, 2002
Michael Goertz
Acquilano Leslie Inc.
1600 Stout Street, Suite 200
Denver, CO 80202
RE: Av-Tech Electronics 12851 W 43'a Drive, Wheat Ridee
Dear Mr. Goertz,
This letter is to follow up on our conversation regarding the sand/oil interceptor at the
above referenced project. Due to the nature of work being installation of new automotive
accessories the interpretation has been made that a sand/oil interceptor typically required,
as part of an S-3 occupancy will not be required for the proposed use.
Please note that if the use changes or intensifies and complaints aze generated from the
use, the sand/oil interceptor issue will be revisited and may be required at a later date.
Sincerely,
~ c~
Darin Mor
Codes A ' strator
Cc address file
RECVCLED PFPER
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4-)
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,
ACQUILANO LESLIE INC.
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architecture interior d e s i g n
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To: PRO)ECr.
Ciry of Wheat Ridge; Building Dept. AV-Tech Electronics Inc.
Darin Morgan Wheat Ridge, CO,
7500 W.29 Ave.
Wheat Ridge, CO 80215
TELEPHONE NUMBER: (303) 235-2$53
Fnx NuMSea: (303) 235-2857
SENT VIA: Fax
DATE: 71I I /2002
PROJECT NUMBER:
NO. OF PAGES: '
ITEMS TRANSMITTED:
I ea. Request to remove Sand/Oil Seperator from project
MESSAGE:
Darin:
Attached are the following:
o Memorandum regarding request to remove Sand/oil separator from project.
0 8.5x1 I plumbing sketches reflecting requested change
Michael Goertz, AIA
Associate
(303) 893-8310
mike@acquilano.com
COPY TO:
Mike Weber (303) 289-1420
Bruce Glass(303) 813-1639
Terry Hordinski (720) 489-5066
1604 $TOUT $TREET SUITE 200 DENYER, COLORADO 80202 TEL: 303.893.5355 Fnx: 303.893.6840
W W W.ACQUILANO,[OM
r
ACQUILANO LESLIE INC.
architecture interior d e s i g n
Memorandum
DATE: July 11, 2002
TO: City of Wheat Ridge
Darin Morgan
FROM: Michael Goertz, AIA
Re: AV-Tech Electronics, Inc. - Removal of Sand/Oil Interceptor from Project
Darin:
Attached you will find 8.5"xl l" plumbing sketches (incorporated into a Construction Change Directive
format; CCD #001) indicating our request to remove the Sand/Oil Interceptor from the project. The
sketches account for the removal of the interceptor, floor drains in the Shop Area #131, drain pipes and
vent risers associated with the Sand/Oil Interceptor system. Please contact me at the number listed below
if you have any questions or comments related to the requested change. Thanks again for you time.
~
Michael Goertz, AIA
Project Architect
Direct Line: (303) 893-8310
Cc: AV-Tech Electronics Inc.; Mike Weber CRESA Partners ; Bruce Glass
1600 Srour Srrtee'r Suire 200 DENVER, COLORHDD 50202 TeL: 303.893.5355 FAx: 303.893.6840
WWW.ACQUILANO.COM
CONSTRUCTION CHANGE DIRECTIVE CCD 01
AV-Tech Electronics, Inc. 01-35
PROJECT: AV-Tech Electronics, Inc
ISSUE DATE:
July 70, 2002
CONTRACT FOR:
General Construction
OWNER: AV-Tech Electronics, Inc
CONTRACT DATE:
June, 2002
525 E. 70'" Ave. #3W
ARCHITECT'S
Denver, CO 80202
pROJECT NO.:
01-35
CONTRACTOR: Provident Construction
ARCHITECT:
Acquilano Leslie Inc. Architects
3565 S. Yosemite Street
1600 Stout Street; Ste. 200
Denver, CO 80237
Denver, CO 80202
ATTN: Terry Hordinski
ISSUED BY:
Michelle Miller
Project Manager
Project Manager
michelle@acquilano.com
THIS IS A DIRECTION TO PROCEED WITH THE WORK. IF MODIFICATIONS DESCRIBED BY THIS DIRECTIVE ARE
INCORPORATED INTO A CHANGE ORDER, THESE CHANGES WILL THEN MODIFY
THE CONTRACT DOCUMENTS.
Please submit a detailed proposal for changes to the Contract and/or Contract Time as described by the attached modif cations to
the Contract Documents.
YOU ARE HEREBY DIRECTED TO MAKE THE FOLLOWING CHANGE(S) TO THIS CONTRACT:
Description:
The attached sketches reflect the removal of the Shop floor drains and oil/water separator located at the East side of
the building.
Attachments:
The following sketches from Integrated Mechanical Systems, Incorporated:
P3.OX8, P3.OX9, P3.1X7, P3.1X8, P3.1X9, P2.1X4, P1.0X1, P2.OX5, P2.OX4, P2.OX3, P02X2
DISTRIBUTION:
(FOrACquilano Leslie Inc. Use Only)
Owner
❑ Mike Weber
Owners Representafive
■ Bruce Glass
Cantractor
■ Terry Hordinski
Monroe & Newell Engineers
❑ Jim Ness
❑ Grahm Coddington
IMS Others
■ Steve Keaton ❑
payden 8 Associates
❑ Glen Clayden
Acquilano Leslie Inc.
Architects
❑ Owen Leslie, AIA
■ Michael Goeriz, AIA
■ Michelle Miller
Form CCD -2002 Acquilano leslie Inc.
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West 44th Ave. & I-70 DAhD 03/20/02 FOR INFORMAnON
SYSTEMS, rtvc. Wheat Ridge, Colorado NOT SHOWN HERE
CONSULTING ENGINEERS
6650 South Vme Street Date 7/08/02 Revisions Suite L- 10
Littleton, Colorado 801 21 Scale AS 5F10WN date description ~/~V.~~~]
Phone: 303-794-4822 IMS ro ect 01 186 07/08/02 SERVICE BAY ~
Fax:303-794-2822 P J
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NO SCALE
-AV INTEGRATED
/ ELECTRONICS, INC.
MECHANICAL West 44th Ave. & I-70
SYSTE1KS, INC. Wheat Ridge, Colorado
CONSULTING ENGINEERS
6650 South Vine Street
Suite L- 10
Littleton, Colorado 801 21
Phone: 303-794-4822
Fax: 303-794-2822
NOlE:
SEE ORIGINAL CONIRACT DOCUMENT
DATED 03/20/02 FOR INFORMAl10N
NOT SHOWN HERE
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PLUMBING RISER E
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CODE
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-
-
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3"
2'
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-
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1/2'
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3'
2'
7/2"
1/2'
S-1
SINGLE COMPARiMENT SINK
1-1/2'
1-7/2'
1/2'
1/2'
SH-t
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2'
2'
1/2'
1/2'
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1-1/2'
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3/4'
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-
-
3/4'
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INTEGRATED ~
ELECTRONICS, INC.
MECHANICAL West 44th Ave. & I-70
SYSTEMS, i1vC. Wheat Ridge, Colorado
CONSULTING ENGINEEIZS ,
5650 South Vme Street
Suite L- 10
Littleton, Colorado b01 21
Phone: 303-7944822
Fax: 303-794-2822
NOiE:
SEE ORIGINAL CONiRACT DOCUMENT
DAiED 03/20/02 FOR INFORMAiION
NOT SHOWN HERE
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ELECTRONICS, WC.
MECHANICAL West 44th Ave. & I-70
SYSTEMS, INC. Wheat Ridge, C010r8d0
CON5ULTIN6 ENGINEERS
6650 South Vine Street
Suite L- 10
Littleton, Colorado 801 21
Phone: 303-794-4822 .
Fax: 303-794-2822
~
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NOTE:
SEE ORIGINAL CONTRACT DOCUMENT
DATED 03/20/02 FOR INFORMAiION
NOT SHOWN HERE
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ELECTRONICS, WC. NOTE:
MECHANICAL SEE ORIGINAL CONTRACT DOCUMENT
West 44th Ave. & I-70 DATED 03/20/02 FOR INFORMATION
SYSTEMS, INC. Wheat Ridge, Colorado NOT SHOWN HERE
CONSULTING ENGINEERS
6650 South Vine Street Date 7/08/02 Revisions
Swte L- 10 n v~
Littleton, Colorado 801211 Scale AS SI1nWN , date descriptton
Phone: 303-794-4822
Fax: 303-794-2822
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West 44th Ave. & I-70 DATED 03/20/02 FOR INFORMATION
SYSTEMS, nvC. Wheat Ridge, Coiorado NOT SHOWN HERE
CONSULTING ENGINEERS
6650 South Vine Street
Date 7/08/02
IZgVI510n5
Suite L- 10
Littleton,Colorado 80121
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date
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INTEGRATED
ELEGTRONICS, INC. NOTE:
MECHANIC'AT" SEE ORIGINAL CON1t2ACT DOCUMENT
West 44th Ave. & I-70 DA7ED 03/20/02 FOR INFORMATION
SYSTEMS, iivC. Wheat Ridge, Colorado NOT SHOWN HERE
CONSULTING ENGINEERS
6650 South Vine Street Date 7/08/02 Revisions
Suite L- 10
Littleton, Colorado 8012 1 Scale AS SF10WN date description P2 OX4
Phone: 303-794-4822 IMS 01 186 07/08/02 SERVICE BAY .
Fax:303-794-2822 I~roJect
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MECHANICAL SEE ORIGINAL CON1ftACT DOCUMENT
West 44th Ave. & I-70 DAhD 03/20/02 FOR INFORMAT10N
SYSTEMS, INC. Wheat Ridge, Colorado NOT SHOWN HERE
CONSULTING ENGINEERS
6650 South Vine Street Date 7/08/02 Revl5lOn5
Suite L- 10
Littleton, Colorado 801211 S~a~P AS SHOWN . date descnption m/1 n V n
Phone: 303-794-4822
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PLUMBING FIX
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SEE ARCH'L DWGS FOR MOUN7ING HQGHT, CARRIER,
3.7 FLA, 325 WATTS, 120/60/10, ADA/ANSI 117.1
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COLLAR, ADJ. SiRAINER. iRAP PRIMER CONN.
_ I DOUBLE DRAINAGE FLANGE, WEEPHOLES, CLAMP
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INTEGRATED
ELECTRONICS, ING.
MECHANICAL Laws West 44th Ave. & I-70
SYSTEMS, I1vC. Wheat Ridge, C010r8
CONSULTING ENGINEEPS
NOlE:
SEE ORIGINAL CON'fRACT DOCUMENT
DAlED 03/20/02 FOR INFORMA110N
d0 NOT SHOWN HERE
6650 South Vine Street Date 7/08/02 Revisions
Smte L- 10
Littleton, Colorado 801 21 SCale AS SHOWN date description
Phone: 303-794-4822 ~MS 01 186 07/08/02 SERVICE BAY
Fax:303-754-2822 ?roJect
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ED 03/20/02 FOR INFORMATION
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CONSULTWG ENGWEERS
6650 South Vine Street
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Littleton, Colorado 801 21
Phone: 303-794-4822
Fax: 303-794-2822
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ELECTRONICS, INC. NOTE:
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West 44th Ave. & I-70 DAiED 03/20/02 FOR INFORMATION
SYSTEMS, INC. Wheat Ridge, Colorado NOT SHOWN HERE
CON51-11-TIN6 ENGINEERS
6650 South Vine Street Date 7/08/02 Revisions
Suite L- 10
Littleton, Colorado 80 121 C,raiP A9 9HnwN date descrivtion 1~9f1 ~1 \//1
Phone: 303-7944822
Fax: 303-794-2822
IM5tiVAC@woricinet.att.net
RCQUILANO LESLIE INC. Fax:303-893-6840 Feb 1'02 14:46 P.01
ro: Fct
City of \Nheat Ridge
Darin Morgan AV_TeCh F(ectr"on9Es enC.
7500 W29'^ Ave.
Wheat Ridge, CO 80215 Wheatridge, CO,
TELEPHONE # : (303) 2345900 (direct 2853) DATE :2/112002
FAXNUMBER :(303)235-2857 PROJECTNO. :01-35
SENT Y!A : Fax NO.OF PAGES : 05
Pi.E'vSE"iJai,4(3u3) 853-5355 1F 7RANSfNSSSit2R! ;'CT`REECE9V€0 COMFl.€'!E!Y
Darin
Attacherl is the sketcb for the iW-T2ch second floor addition we !alked about I will give you a call to (urther
discuss. Rlso, to b2 sure I'm on trar,k with the a!!owab(e area as it relates Yo this second floor addition, I've
calcula:eJ as such:
Per Table SB: 2 stcries and SOQO sf allowed
Area Increase Calculations:
grs~ o s-~' ];Ku Aw&, C~'a~la.
xf-..
irp~ oov 5~'
?)~7 dDO
Michael Goertz, AIA
Direct No.: (303) 893-8310
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Sui[e 200
LCrcvei, Cduada
80202
i iel: (JUJ) 615-5.155
~ Far' (303) 843b890
Mike@acGuifarro.com I Dir. (303) 89J-831o
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DEPARTMENT OF PLANNING AND DEVELOPIVIENT
BUILDING INSPECTION DIVISION - 235-2855
CITY OF WHEAT RIDGE
7500 WEST 29TH AVENUE
WHEAT RIDGE, CO 80215
Building Permit Number
Date
14087
6/25/02
Property Owner.
K& I INVESTMENTS LLC
Property Address :
12551 W 43RD DR
Contractor License No. :
21334
Company :
Provident Construction Co. Inc.
Phone :
Phone: 720-482-0200
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 agr§elto abide by nditions printed on this
application, and that I assume full responsi6~lit~ for co p ian with the Wheat Ridge Building
Code (U.B.C.) and all other applicable Whe~RRh~g o~Jir~pn s, for work under this permit. ,
(OWNER)(CONTRACTOR)
Construction Value :
$1,468,082.00
Permit Fee :
$7,320.60
Plan Review Fee :
$4,758.39 "
UseTax:
$17,616.98
Total:
$29,695.97
Use:
Description : 20,000 SF CONCRETE TILT WALL BLDG. LIGHT INDUSTRIAL USE. NO CHEMICAL USE,
APPROX. 8,000 SF OF OFFICE SPACE. 12,000 SF OF SHOP AND EL O C
COMPONENTS STORAGE PJ~I'J~
BUILDING DEPARTMENT USE ONLY
SIC : Sq. Ft. : 20000
Approval : TRC 24 JUNE 02
Zoning : pID
mmo OK 5131102
Approval: DM
OK 5/20102. PLEASE SEE ATTACHED COMMENTS. ALSO, STREET
Approval : MJG LIGHT PLAN/AGREEMENT REQ'D PRIOR TO ISSUANCE OF C.O.
Occupancy : (LIGHT TO BE INSTALLED PRIOR TO C.O)
Walis : Roof : Stories : Residential Units :
Electrical License No : 21333 Plumbing License No :21218 Mechanical License No : 18838
Company :Wilson Electric Inc. Company :Star Mechanical Inc. Company : Air West Enterprises,
Expiration Date : 2/28103 Expiration Date : 8/31/03 Inc.
Approval : ok/ks Approval : OK/KS Expiration Date : 6/25/03
Approval: ok/ks
(1) This permit was issued in accordance with the provisions set forth in yopur applicalion antl is subject to the laws of the State of Colorado and to the Zoning
Regula6ons antl euilding Cotle of Wheat Ridge, Coloredo or any other applicable ordinances of the City.
(2) This pertnit shall expire if (A) the work authorized is not commenced within sizty (60) days From issue tlate or (e) the building authorized is suspended or
abandoned for a periotl oF 720 tlays (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provitled no changes have been orwill be made in the
original plans antl specificatlons antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment
exceeds one (i) year, full fees shall be paitl for a new. permik .
(4) Noworkofanymannershalibedonethatwillchangethenaturalflowofwatercausingadrainageproblem. -
(5) Contreclor shall notify ihe Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspedion card bePore
proceetliing with successive phases of thejob.
(6) The issuance of a pertnit or the approval oF drawings and specifications shall not be cons[rued to be a permit for, nor an approval of, any violation of the
provisions buil ing es or any other ordinance, law, rule or regutation.
~
0
ChiEWBuilding Inspector
THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR
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 City of Wheat Ridge, I do hereby agree to the terms and condirions
set forth below for the issuance of a Certificate of Occupancy in connection with this building pemlit. The
issuance of a Certificate of Occupancy requires:
1. The completion and approval of final inspecaons and any necessazy corrections of electrical,
plumbing, mechanical and framing systems. Inspecaons aze performed by the Building Division. .
2. The completion of site drainage/grading requirements per the approved site grading plan
?.;~M!d/ drainage report and plan, if such report and plan is applicable. For all residential and
nonresi , al projects with an approved final drainage report and plan; a letter of ceruficafion is
requir,edL~,jfYpm the projects civil engineer of record. Inspection are performed bc the Public
Works' IJepartment.
3. The comp]etion and acceptance by the City of Wheat Ridge of a11 required public
improvemenu, or a Development Covenant mac be processed in lieu of construction said
improvemenu. The Public Works Department perfocros these inspections or provides the
Development Covenant.
4. The comple[ion of all required landscaping and related site improvements. Inspections
, are performed by the Planning and Zonnig Division.
All the above items must be completed and signed off by Planning and Zoning, Building and Public
Works before a Certificate of Occupancy is issued. Final Inspection by the Building Division does not
consutute authorization of a Certificate of Occupancy nor pemussion for occupancy. Occupancy of [he
structure is not permitted until the Certifica[e of Occupancy is issued. (Uniform Building Code,
Section 109)
The City is not responsible for any real estate closings or other agreements concerning the properry which
may be affected b}• failure to compete the above items and obtain a Certificate of Occupancy.
I have read, understand and agree to the foregoing terms and conditions.
Name (please
Signature:
k.15k
Date: ~ /Z G/p
oF wpEqT DEPARTMENTOFPLANNINGANDDEVELOPMENT BuildingPermitNumber.
~ P BilII,DING INSPECTION LINE - 303-234-5933 Date:
CITY OF WFfEAT RIDGE
7500 WEST 29TH AVENUE
C~C ORAO~ WHEAT RIDGE, CO 80215 -(303-235-2855)
~~~UCATION
Property Owner: 'L T ^I1p . i
ProperiyAddress: 12~51 y3.a( ~..;.~s W~~C CD, ~..O! 4
1 ~f ' SD OI
~~RCT.: 4-~ee C4L0W4s/ G,tba
OWNER/CONTRACl'OR SIGNATURE OF UdDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit applicalion aze accurate,
and do not violate applicable ordinances, mles or regulations ofthe Ciry of Wheat Ridge oc
covenants, easemenis orrestrictions ofrecord; that a(1 measurements shown, md atlegations
made aze accurate; that I have read md agree to abide by all couditions printed on this
application and iha[ I assume full responsibiliTy for compliance with the Wheat Ridge
Building Code (U.B.C) md all other applicable Wheat Ridge Ordinances, for work under
this pemit. .
c°W~)c~e~e~e~ sIG~uG~~arE 3 1b •o z
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Description: z p~Q s'~ ce~~G ( iW b/"q~, 1i g Gv'f
!'ID L~y¢rrs ~CCi.( U 6e. a~ByC. / SX&Q$i O-;P' OT~r`,G 5 alC-C .
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- /
BUII,DING DEPARTMENT USE ONLY
ZONING COMMENTS: SIC: Sq. Ft.:
ApprovZ*j~u f, -z
Zoning: pID
BUILDING COMMENTS: cw.
Approval:
PUBLIC WORKS COMMENTS: ?ql- M-lci L
Approval: PL4N/00¢SEMJes4r rze~n ~ta2 Tb tSSUA,ueE oF L.O. C4c.wr To r~ ~NSn.u
rl- lo c, o. _So
Occupancy: Walls: Roof: Stories: Residential Units:
~
ComPanY
E7tpiration Date:
ComPanY:
Expiration Date:
Phone:
oRUCr~
;LA~ 3D3 -013 -11~39 i
3a3- sio- 8,7
Construction Value:$ 1,&00 00 C
Permit Fee:$ Z'tT$.-IS
P1an Review Fee:$ Fo(c4.14
Use "l ax:$ Z.op, ao
Total:$~Z~~q~ .
Cr
I y-~ lu) : ' '
laoc)
Company:
Expiration Date:
(1) T7tis Pumi[ wu issued in accordauce with fhe provisious set foRh i¢ yoiu applicafion md is snbject to the laws of Ne State of Colorado md [o the Zoning
Regutafions md Btilding Codu of WheatRidge, Co7orado or any o$v applicable ordinances of the Ciry.
(Z) 11tis pelmit shall expire if (A) Uie work aufhorized is no[ commenced wittin sixty (60) days Gom issue date or (B) the hui7diug authonzed is suspended or
aba¢doned for a period of 120 d
ays.
(3) Iftlilspramitexpires,anewpelmitmaybeacquicedforafeeofone-halfiheamomtnormallyrequired,providednochangeshave6eenorwilihemadein
tLe original plaus andspeci5cations md any sispe¢sion or abandonmentM1u not exceeded one (1) year. Tfchanges have been or if suspension or nbandrnimenr
exceeds one (1) year, full £ees shall be paid for a new permit.
(4) No work of any mamer shall be done that wil] change ihe nanval How of water causing a drainage pmbfem.
(5) ContractorshallnotifytheBuiidingInypectortwenty-four(24)hoiusinadvauceforallinspectionsandshallreceivewrittenapprovaloninspectioncardbefore
proceeding wi}ti successive phases of thejo6.
(6) 'The issuance of a pemit w the approval of drawingy md speci5cafious shall not be construed ro be a pemit foq nor an approval of, any viola4on of tlle
provisions ofthe build'wg codes or any other ordinance, law, nile or regulation. .
Chief Building Inspector
ire Protectiow i tri
Protecting Lives And Property Since 1962
April 10, 2002
City of Wheat Ridge
Attention: Mary Lou
7900 West 29th Avenue
Wheat Ridge, CO 80033
P.e: .z v-Tecls
Dear Mary Lou:
I have received and reviewed the plans for Av-Tech at 12851 W 43`d Drive. The
following are my comments concerning this building per the Fairmount Fire protection
District requirements.
1. The building will be fully protected with a monitored automatic fire sprinkler
system.
2. Plans for the sprinkler system shall be submitted to this office for approval
and permit from the sprinkler contractor.
3. A manual fire alarm system and audible visible appliances required
throughout building.
4. Air handling units 2000 CFM or greater provided with duct smoke detection.
5. The fire alarm contractor shall submit plans far the fire alarm system to this
office for approval and permit. The fire alarm will also monitor the sprinkler
system.
6. Knox Box required for retention of building keys.
7. Locate the FDC in the NE corner of the building.
Please contact me with any questions you may have.
Sincerely,
FAIRMOUNT FIRE PROTECTIDNDISTRICT
; ,
_ ~
r~
Damian DiFeo, Fire Inspector
2002
4755 Isabell Street 9 Golden, Colorado 80403 • Phone (303) 279-2928 • Fax (303) 278-1252
The City of
7500 WEST 29TH AVENUE ~Whe at
WHEAT RIDGE, CO 80215-6713 (303) 234-5900
City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 GRidge
20 May 2002
Michael Goertz, AIA
Acquilano Leslie, Inc.
1600 Stout Street, Suite 200
Denver, Colorado 80202
RE: AV-Tech Electronics; 12851 W. 43`d Drive
Michael:
I have completed my second review of the above mentioned proj ect, and I have the following
comments:
1. Landscaping:
A. In a letter dated May 16, 2002, you specify that the landscaping plan is a concept plan,
and that a detailed plan will be submitted to the City for review. I can not approve the
building permit until this plan has been finalized. You must submit a completed
landscaping plan for review. The plan may be as an addendum in the same fashion as
your latest resubmittal.
Please address all comments prior to your next submittal. You should be aware that comments from
either the Public Works or Building Deparhnents may impact my comments. The City charges a
resubmittal fee far any submittal past the second review. You will be subject to these fees should any
changes be required after the next review. If you have any questions, feel free to give me a ca1L I can be
reached at: 303.235.2849.
Thank You,
Travis R. Crane, Planner
i~ RECYCLED PAPER
G`ity of Wheat Ridge, Colorado
Buildiug Divisiou
Plan Review Correction NoLice
Adclress: 12851 W 43ro Drive SECOND REVIEW
Owner: K& I Investments LLC Contractor: Still Needed
Project: 19584 sq ft Office/Warehouse Occupancy: B-S/30Valuation: $1,600,000
Datc: May 24, 2002
1. Sheet A0.1 - Separation between S-3 and B/S-2 is an "occupancy separation wall" not an area
separation wall, change applicable notes.
2. Plumbing fixture table =1997 UBC Appendix table "A-29-A".
3. Complete applicable code edition years.
4. Storage 110, 135 - install bollards centered on overhead doors to limit vehicular traffic or change
occupancy classification to S-3 and update fire resistive construction accordingly.
5. Complete permit application by listing general and sub-contractors.
Please make these additions or corrections to the submittal and resubmit for review, if you have any
questions please contact me at 303-235-2853.
Than
Darin MFrfis
Codes A tra
tor
APPL/CATION FC
APPLICANTS NAME: _
APPLICANT'S ADDRESS _
ADDRESS OF FILL: I
DATE OF APPLICATION:
o~ WHEqr
4
a
~
>R M/NOR DUMP/NG/LANDF/LL PERM/T ~ Pm
C~CORA~~ .
a 1be S7~dG7/a~
70SPun />nNwL OvZ3~
(Include CityState Zip)
2~ Ica . ~ ~p+? L~.vE
All permits shall be applied for through the Public Works Department. An approved permit is effective for a period
of one (1) year from date of issue and may be renewed. Ali fees shall be in accordance with those fees
established by the Uniform Building Code or other applicable Ciry adopted Resolutions or Ordinances.
Note: All public improvements, when construcfed, shallbe maintained (by the respective individua/(s) and/or
company responsible for the construction of that public and/or private improvement in the respective
deve%pment) on a daily basis, or as needed, such that they are free of mud and other construction debris
tracking from the site. Failure to comp/y with this requirement will resu/t in the enforcement of Arflcle ll,
Specified Nuisances, Section 95-96 (4) of the City of Wheat Ridge Code of Laws.
MINOR EXCAVATION AND FILL PERMITS
1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not
exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three
(3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended
to support permanent structures, and in addition, such fill or excavation does not obstruct or othenvise
adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way
be affected, a permit shall be required under the guidelines for No. 2.
2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may
be allowed with a permit approved by the City Engineer. All applications are to be submitted on the
appropriate compieted application form and shall be accompanied by the appropriate fee and sketch
plan indicating the following information before the permit will be issued.
A Location and dimensions of all property boundaries and structures on the site.
B Location and extent of areas to be filled and/or excavated.
C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of
how and where historic run-off will be maintained on and through the site.
D. Cross section area to be filled and/or excavated indicatin
depth of fill. g original slope, new slope and
E. Statement which indicates the proposed use or purpose for said fill or excavation.
F. Relative elevation of adjacent properties.
G. Erosion control plan showing placement of control devices such as hay bales, etc..
Files on EnginenflForm011 permit.wpd
Rev. 04/02
3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic
yards but does not exceed 20,000 cubic yards may be aliowed by a permit issued by the City Engineer
after review of an application and supporting information. The foll
with the required application form: owing information shall be submitted
A. A site plan, prepared and signed by a Colorado registered professional angineer, at a scale
of no less than1 inch to twenty feet (1:20) which illustra#es the following:
1• Location an dimensions of all property boundaries and structures on the site.
2• Location and extent of areas to be filled and/or excavated.
3• Location of existing waterways and drainage courses indicating any changes. (for a
site containing an established irrigation ditch, a letter of approval from the
appropriate ditch company shall be required).
4• Location of existing and proposed points of ingress.
5• Location and extent of existing vegetation, proposed changes in such vegetation and
methods of rehabilitation on site vegetation after earthwork operations are complete.
6• Erosion control plan.
7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours
with contour intervals of 2 feet and spot elevations.
At least two cross sections (east to west and north to south) through the site
showing depth of fill and/or excavation.
9• A drainage report may be required if site runoff characteristics are changed.
10. Relative elevations of adjacent properties and structures.
11. Statement of purpose of intended fill and/or excavation.
4• Performance Standards: The foilowing provisions shall apply to all Minor Excavation and Fill
Permits:
A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation,
rehabilitation for the site shall have been completed in accordance with the approved plans.
Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to
minimize potential erosion ancl be acceptable to the City Engineer.
B. Debris: Debris and/or contaminants shall not be used except with the approval of the City
Engineer.
"For the purpose of this Section, the term debris shali have the same meaning as the terms
"garbage, trash orjunk" as defined in the Wheat Ridge Code of Laws, Section 15-4.
In no case shall debris or contaminates identified or classified as hazardous waste by local,
state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge.
C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are
set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3
to 1).
Files on Enginent\Foim\Fill pellizllpd
Rev. 04/02
5. Permit Fees`
50 cubic yards or less
51 to 100 cubic yards
101to 1000 cubic yards
for the first 100 cy
plus for each additional 100 cy or
fraction thereof
1001 to 10,000 cubic yards for the
first 1000 cubic yards
plus, for each additional 1000 cy
or fraction thereof
10,000 cubic yards or over
`Wheat Ridge Code of Laws Section 5-76.
$10.00
$15.00
$15.00 75 o~
$5.00
$60.00
$4.45
$100.00 -
TOTAL
) JF~
All permits shall be applied for prior to fili deposition or excavation operations begin. Any permit
applied for after cutting or filling operations on site are in progress shall be subject to a double fee and
other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under
this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWg,
SECTION 267801, FLOOD PLqIN ZONING ORDINANCE.
1 HEREBY qCKNOWLEDGE THAT THIS AppLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT
START THIS PROJECT UNTIL THIS AppLICqT10N IS AppROVED. I SHALL COMPLY WITH THE LAWS OF
THE STATE OF COLORADO AND WITH THE ZONING REGULqT10NS AND BUILDING CODE OF THE CITY
OF WHEAT RIDGE. ANY VIOLATION OF THE ABOWE TERMS WILL CAUSE IMMEDIATE REVOCATION OF
THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY pp yyHEAT RIDGE.
THIS AppROVED PERMIT WILL BE KEPT IN MY POSSESSION OR PERMpNENTLY ON THE JOB SITE.
ADn,
Owner's Signature (if different than above)
CITY OF WHEAT RIDGE:
City Engineer
Approval Date
Files on EnginenflFormlFill permitwpd
Rev. 04/02
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DEPARTMENT OF PUBLIC WORKS
(303) 235-2861
7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 ~
LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION
DATED S•2`~.°z
Dear Contractor:
ADDRESS Iz$51 1-3• 43e~ ~vF
In coniunction 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 concl,';ion(s) of the public improvements at this address.
If you have any questions, piease contact me at 303-235-2868.
Sincerely,
414~
Michael Garcia,
Development Review Engineer
cc: File
Files on Enginent\Developmenf Review/Forms & form letters\Notifcation of PI Res}oration Rev 05/00
,
7500 West 29'h Avenue • Wheat Ridge, Colorado 80215
Planning: Phone # (303) 235-2846
Building: Phone # (303) 235-2855
Engineering: Phone # (303) 235-2861
Fax Phone # (303) 235-2857
DATE S ~
Name: ~Em~u G\ QSS
Organization: ~S~QSC,~~~~0 i~Sl
Fax:
Phone:
From:
Division: PI ing ❑ Building~ Engineering ❑
Subject: Q-~~C~"1m
# of Pages: (Including cover page) D\
Original to follow in the mail ❑ Yes ❑ No
f'~mmcnFe• .
HP OfficeJet
Personal PrinterlFas/Copier
Fax Log Report for
DEVREVFAX
303 235 2857
May-24-02 07:16 AM
Identifica5on Result Paees Tvne Date Time Duration Diagnostic
93038131639 OK 02 Sent May-24 07:15A 00:00:44 002486030022
ze.n
RCQUILANO LESLIE Fax:303-893-6840 May 31 '02
0
ACQUflANO LESUE INt.
a r c Fitecture interior design
8:42 P. Ol
co TO:
City of Wheat Ridge; Building Dept.
4-1 Duin Morgan 4"r' 7500 W.29"' Ave.
Wheat Ridge, CO 80215
E TELEPHONE NUMBER: (303) 235-2853
N Fnx NurteEtt: (303) 235-2857
~ SEnii Viq: Fax
C13 ITEFIS TRANSMITTED:
L. I ed. Addendum #4
iJ
PROJECT:
AY-Tech Electronics Inc.
Wheat Ridge, CO,
Da.7e 5/3112002
PROJECT NUMBER:
NO. OF PAGES:
MES5,4GE:
Darin:
Attached is Addendum #4 that addresses the comments stated in your second review letter
(see attached leeter). The General Contractor will provide you with the list of sub-contraccors
when the building permit is ready to pick-up. Please feel free to cali with any questions.
AgY~~~~~ ~d
Py ~ tioo2 " U
M ►x
Michael Goertz, AIA
Associate
(303) 893-8310
mike@acquilano.com
~$olC ~es~,;,,stCati°c
~
COrr To:
Mike Weber (303) 289-1420
Bruce Glass(303) 813-1639
Terry Hordinski (720) 489-5066
1600 Srour SrR£ET Sutre 200 DENVER, COLORA00 80202 TcL- 303.893.5355 iaz: 303.893.6840
W WW.ACQpILAryO.COM
RCQUILANO LESLIE
Addendum No. 4
AV-Tech ElecEronics, Inc.
Wheat Ridge, CO
May 31, 2002
Fax:303-893-6840 May 31 '02
i
ACQUILAND LESLIE INC.
architecture inxerior tlesign
OWNER: AV-Tech Electronics, Inc.
ISSUED THROUGH: Acquilano Leslie Incorporated
1600 Stout StreM, Suite 200
Denveq CO 86202
To All Document Holders of Record:
8:42 P.02
7his Addendum forms a part of ihe Contrac[ Documents and modifies, supplements, and, if in conflid,
wpersedes all previously issued information as noted below. Pricing revisions, if any, from original bids are to
be included in final subcontracior bid prices. Refer to the documen[s for changes and specific requirements
and informaaon not summarized herein. All bidders shall acknowledge this Addendum in writing to the
Ceneral Contractoc Failure to do so may subject che bidder to disqualification.
Architedural Drawings;
The foilawing 8%z"X tl' sketches are issued_
Sketch Reference Comments
AX-6 A0.1 Revised Building Code information
AX-7 A2.1 Added removable 4" steel bollard in front ofooors
110C (Storage #110) and 1356 (Storage #135)
"******************•*End ofAddendum No.4**'********~******"**
Michael Goertz, A.I.A.
Projed Architect
Cr. AV-Tech Eledronia lnc.; Mike Weber
CRFSA Partners ; 6ruce Glass; Provident Construction Inc.; Terry Hordinski
SSOO STOVT STREET $UITE 200 DENYER,tOLORw00 $0202 Tct: 303.893.5355 F0.k: 303.893.6640
W W W.ACQpILAN9.COM
RCOUILRNO LESLIE Fax:303-893-6840 May 31 '02 8:42 P.03
(B BUILDING EGRESS SGHEMAT{CS
LEGEND
~ INOICA7ES PREA OF
SUB-LEASE SPACE
NOTE' ac3.
NO OCIXIPANCY SEPARATION
WALL REQUIPED BE7lNEEN , ~P.
S-2 8 B OCCUPANCIES ,,`e•l
E) F{RST FIOOR EGRESS PLAN
E) SECOND FLOOR EGRESS PLAN
~ BUILDING CLASSIFICATION AND CODE INFORMATION
~
a. 1991 Unilam 8~g CoCa
d 1997 tHUfam+ Mecharical Cotle
C. 1997 Urifafm P4mdig Cotle
6 1987 Natimal EkctrQ Gpps
e. 1897 urifarm Fce Cotle
f. 1997tfPA'pllile Safaty Gtlo
S Wmd Speea 2ame Ba mph
a. aap=y groiqs: G7wq B(omza) uM Group 5-3 (Gerage Repair)
i OccupYiCy SBp2r2ti0n: 1 Jrour rz1oU eaeemhty bHweell GrOtp B aM f1roW SS
(Tatle 3b)
o Farma of 00ctQ2ncy Separatian(lSC Sm 302?J Ocwpaney
separaEOns snall 0e vertical w horizoMal a Eau m, whan nacessary, ot
wch othBr tOtm a8 m2y bB reqtMetl to aftottl a cortylele xpamboM1
he[ween itie vmrous ocwpanry OWisiMa in Ne Ouidmg. WWe 1M1e
OCCUDNiCY KVffieEMI Is IKK2onta4 sbuClufBl inlmbBl6 ttrypmpng Ne
separeVOn arveY be RaWGtaC Uy Qq WutralM[ fuaievstrve eMiBVUCtloR
(L Construction Typa: irpo V-H {Besc_A4owabie Area h HgL P. Tabl~ SB UBQ
2 s[m,az end BUW 9f)
7. Qulftg HeigM: 2 smfies + Ak2renne
& Aufomalz Sq'edcler Syst&n; BuklOg w21 be provitletl wiih a spnNcler systam
(Dy Fee NotxSan DesignlBuYd Cuntradp)
fl ExtefiN W89 OOwW9 PdecUap Taple SA
9eabg Onslpv ku tw 1D tl.
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¢11 womari
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4ouo 5-2 B 5-3 WeeeM1OUSe/Aa~eaelSiw~Me
zzaimre k500u1
15.302 s.t. ! SoW . A06
106 12 -753 (UBL Appenc8x 28. 1 ramtiFetl iF EBlween 1 aiM 10)
W.
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1 wt
1 gv
1 lav
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2 bv
PROECT NAW / DRAWING TITLE
AV-Tech Electronics, inc
GENERAL INFORMATION
IX2AWING No. .
qx_6
L
Acquilaw
[eslie
SFEET REF.
A0.3
ORAWN BY
MM
SCALE
NTS
DATE
0531-02
REVIMN No.
&
PROJECT Ib.
01-35
ACOUILRNO LESLIE Fax:303-893-6840 May 31 '02 8:43 P.04
CONTRACTOR TO PROVIDE (t) REMOVABLE
4" STEEL BOLLARD IN FR4NT OF DOORS
9190C AND #135B. PROVIDE SLEEVE FLUSH
WITH TOP OF SLAB TO RECEIVE STEEL
4
BOLLARD
C1
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15.3.D s
UP
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SIM. ,
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~---v-~---~-~ STORAGE
~ STAIR #1
~
1WB 002.C
' F.E.C.
.3.A
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I
z~ cs `O~4.A STORAGE ~A
~ ~
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I MEZZANINE
~ STAIRS
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OFFICE
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COPVRKaHT 2001 pCQURANO LESLIE NC. ALL RN3HTS RESERVED
PROJECT NAME 1 DRAWMG TTTLE
~RAW@1G Nn.
AV-Tech Electronics, Inc
FfRST FLOOR PLAN
AX_7
L
SFFEF REF. ORAWN BY SCALE DATE REVISION No.
A21 MM NTS 05-31-02 Q 1
PRO.~CT No.
1 01-35
tncorporazed
Attpolano Leafe Mear at6d 1600 Stoul Slr6et Sd[e 200 Oenver, Cablado 802( 2 Tel: 303.84A5
355 Fax: 303993.68C
0 EmaiC D89ign@ACyWeM.cmm
ACQUILANO LESLIE Fax:303-893-6840 May 31 '02 8:44 P.OS
May Mar~.24`2002: 3v01PSEW CRESA PARiNERS D'eNVEk 303 235 2stio-58i1 P• 7/2~ 02
CfLy of Wbeat IUage. Cvlorwlo
Biuldiug Divlk~ on
plan Revlew Correeti sn,,,, Not~ce
~
~l,ddrea~a,; 12851 W 431" Drive SECQNd REVIEt !
thvncri K81 tnveslments LLC Gontn mtur: flit Noeded
Projcxt 19584 sq ft officeMlareirouse QmaF micy: BSI3SfTV8htAtlmu $1,800.004
Datc_ May 24. 2002
i. Shm A0.1 - Separation 6eNreen S-3 and 815.2 is = i'aecupancy sCparaGan wall' n4t an arca
5¢parapn waU, change applka6le notas.
2, Plumblq fuRwe t" =1997 UBC Appendoc taEle "A•29•~".
3. Complele app4cable code ed'rtion years.
4. Staage 110, 135 - insra! bollards centerad un ovefie jd doors to limit Y6fuGUlar Ira1Gc or dtaRqe
oCOUpancy ciassjixatlon b S,3 and update Bre res+stive W nsVuc6on accordingly.
5- Gomplece permk apprtCadon by listing general and sub-co .tractors.
' PIeBiSE ma[te 1ltese ad4itipns or cqrteclions to the submltt I and resubmit tor review, if you have any
Cuastions please contw me at 303-235-2853.
m7Wk
Darin Mo
Codes ir
~
J n~s B rd
City of Wheat Ridge
Darin Morgan
7500 W.29~ Ave.
Wheat Ridge, CO 80215 - 4~ «
TELEPHONE # : (303) 234-5900 (direct 2853)
FAX NUMBER : (303) 235-2857
SENT VIA : Fax
AV-Tech Electronics Inc.
Wheatridge, CO,
DATE : 5/20/2002
PROJECT NO. :01-35
NO. OF PAGES :
a, ~
~a+~` .
s~ ,u.~"~a .;~s ` . ~ ;:c~:
1 ea. 5/20/2002 Soils Investigation Report
Darin:
Enclosed is the Soils Investigation Report for the AV-Tech Electronics Inc. project located at 12851 W. 43rd
Drive. This was supposed to be included in the re-submittal package we dropped off last week, but was
inadvertently left out. Please call me with any questions. Thanks.
cc
Acquilano
l
~
~
~
~
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~
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Archifecmre
Inrerior Design
Space Planning
Pmjea Management
Leslie
Incorporated
76005tout Stree[
Sui[e 200
Demer, Colorado
80202
Teh (303) 893-5355
Fav: (303) 893-6840
Mike@acquilano.com Dic (303) 893-8370
I
Subsue•sace E,.pimration Probs-arr,
Geotechns`caP Recommendations ajad
PavesraenY Desfign
A5%-Tech Elec8a-onics Buifd:ng
44 Til Indusi: iad Parl:
Wheat Ridge, Coio: ado
pTM-epared iar•:
r.. ...rul AU✓e
c.4F Y-~e~
_...w a
- Mw.
=NG! NF_E ~.:iJ:5 11TE
-lincernessDdiel:ast...r.4=,wuo.' ."D 3711i:: ° mrf3U3)u3-9o~ _a.a'03i:'89-1fio6
~ orh i)f6cs 9.3 :.ahli : J -002_-"~i,4 ~~~~~.v.°rounuen:(.~ortt
TABT i. OF :^O.°,;TFN'rc
; a«°
COi1C1L1S1011s
~
:
Pui-pose and Scone oi Study
1
°':onosedConsr,uctimi
~
Site Conditior,s
?
Field Investigaiion
3
LnUoratory Testine
3
~
SuUsurface Conurtions
4
roundation Reconmlendations
4
Floor Systems
8
Water-Soiuble Sulfates
10
Surface Drair.age
11
Underdrain Svstems
L
S;te Ghading
1_
F
xcav~~tion Consid~~,.at_iom
~
' i~
_
Jh 1T~J ll15Lc113i1011
PavementDesig-lz
:6
Closure
20
LccationofTestHoles
~ieu:e ~
T ogs o£ : zst Hoies
rie'rPs :-3
. d ,nr t.ioies
EcdA...:onsolidationTest:-:esui:s
auce
1,:~ _ ,
> u
. .
_
a'. _
. _3~ . .k...~
. i... : .
ut
. . . . . aL'~i-
1.
n, t1 i1i ;e lg'D 'zi~,. L~;.....
~Pr,aitcii._ ~
Pronutied Al'=Cedi Elecvonics Buildin_•
JJ'" Inuusnrial Purl:
VA~hext 2id,,c. Colarado
Tiie suLsuriace oondiLions encountered in thc rest iiole=_ Lenerallv consis.ed of a laye: or topsoil
tuiderlain bv 30 ar more feet ut cl¢vzv fiil soiis. which were 1-mderiain in tuin by clavscone
bedrock [o the depdis esplored. Ground~~ater was encountered at deurLs of abour 10 and 19 fezt,
althoueh water levels can flueniate.
GROUND recommends that the prouosed building be supported on a drilled pier foundation
system. Subsurface conditions encounczred in our test holes are interpreied to indicate that 2a-
to 32-foot piers will satis?y the minimum pier length and bedrocl. embedinent recoimnendations,
depending on final aradin; and loading. We also recommend zhat the building be provided witli
a structural floor, supported on uiei; in a similar manner.
Dnveways and Lyeneral parking ares may be paved with at least 5';; inches of fuli depth asphalt or
an equivalent composite section. Aummebiie-oniy parldng areas may be paved with 6 or more
inches of fiill depth asphalt or an equivalent compesite section.
Additional recoumieudations wiih respect to ioundatimis, floor system. watersoluble sulfates;
s:te aradim_, surface drainagP, and pavement desimi are contained herein.
PUMPO5i, -AND SCOP~ OF Ss"a133Y
Thi, reuoit presents ihe iesutts ef a subsurfaca e::ploration program ne-iormed Uy :=round
Ei7gineerin2 Consultants, Inc, (GRQUND) i,o develop aeotevlunical reconumendations and
pavernent designs for the proposed coinmerc:ai buildine to Ue construc[ed in the northeastem
part of fl1e 44fti hidustrial Parlc neax the iniersection of West 44"' Avenue and West 43'd I)sive, ir,
WheaY Ridge, rolcracio. =he ;tudy was conducted in eeneral accordance «iih GROUND's
Preposa! Nc. O l C o-0813, dated _4ugust =1. 2001.
_ie:c ~xJ)ioraILIor. uTc«am -Was conduct„c Lo ooiar ~_nicnn un su ;m_acc -r.diLicns.
iY1nL'.,..di Sfli77U._-, Ob.1Il r.' Qtlr:n` illc Silvstl L'"ii:x il-~r1R.^.Il J, e .aSL:; .1 ~L° ~700T~.IGP+ *r
_ O:]Qi amu,. 2t. L11_',« .,::1..aL,.,P. -R;. _ ._lll t„lai2CLe;:S,:C_ _ll. oi] -I,..,CIZ°_. T11c ,ESU'I:5
. _ G 1._ .t....1 e = _....;*i _t,:~.,i?L 'J 1- iil.
t'roposed A\'-Tech iilectranics `3uildiug
-tlTE imiusn'inl Par:: P: hea[ Riu:e. ::olorauo
11.15 1'ip01"I h55 DeZIl PiZpflT2L~ .O :L171ll11aL1Z2 i1lP. ~71La OlJ[altlc3 Q11d TO 1Jl°StRC OLLr CORCILIS10ll5 1RC
recoirunendations based on the pronosedl consnucnur Lirid [he ;ubsuriace eondicion> encountered.
Desitin parameters and a discuston o_ Leoc-~im;cal enuineerii.~_ coi.siderations reisie~l [o the
consnuchou of the proposed faciliny are inciGdeci.
PROEf35Eil EONS"L'RL-i,:iG^?
We understand the project will consist of a 1- and '--sterv officc and warehouse buildin-, with a
footpriat area of approximately 20.000 square fee: to be constructed on the approximarely Z-acre
loC. No balow grade (baseinent) levels m e plsmzed ar this time. The proposed building iviil be
sun-ounded by landscauad areas and usved uarking and driveways. The site layout is depicted on
Figure 1, following the cext. We assume that underground utilities will Ue installed to service the
proposed faciiity.
InformaEion conceming the finished floor and finislied erade elevations was not available at the
time this report Nvas prepared. vinen the relativelv flat existing m ades, we have assumed that the
siie gradin-, vvill consist of minor cuts and fills of less than 2 zeet to construct the building pzd. Ii
tiie proposed consnliction is sienificantly different from that descnbed abovz, we shouid be
notiiied to re-evaluaie the recommendattions contained herein.
SITE CO1VDIiSON.c,
77e uroject site i.ies cc the ;onthwest o? the in:zrsection of 44"' Avenue and 4=" Drive. At the.
time o: our iieid work, the site was a previously graded, out othenvise unimuroved iot covered Uy
a growth of low weeds and grasses. Scattemd debris iurludine frag77ents oi concrete and
aspiialt, and a few pieces oi irasii were ooseived on flh° ground surface. Deco,a[ive oTavel and
numerous round: d ceb'oies aiso were obseived.
Tele SIIe :5 11 3T9 {IELT-1 17a Jl?L" d':',llT S1C1 [-(C LRZ SOt1ii1 fl11C SGuCRE35L oD Ti1E OiCl°,i o< A LC -
ercea:.
C.U012i. ~i,,.;..: T ,.,_s i-~ iz-,.., _.,.r.:
i~:,._~
-
uilue'd21GU C ;..C glli. .tii„lo'.:.IE **m"fl'.' ( - , c,i GY iil`. , ,t3.
oun . .irnund=nmm.er;r:,-_:m.s;u~anrs.=nc. nag~ a
PrapaseA ,YF"-Tech Eleevnnics Building
4 4,-" indusvial Park
~Vhca[ Rid_e. Colorado
n'LL..:..t: i v}'-JTSGAT3CDS
The fieid inaestigation for the project «a_. conducted in Septembe_. 3001. = iotai o; S rest noles
were drilled a truck-moimted, continuous flight. power aueer ril-I to e~aluate subsurface
condi[ions, includimL depdis to moundwater and bedroclc, as well as to retrieve samples for
laboratory iesring and analvsis. Of Iliese. 4 were dnlled within the general footprint ot the
proposed beilding to depths on the order of 25 -;0 feet. The remaining 4 resc holes were driIled
to sliallower depths in the areas propvsed for par,:ing and drivewa}~s.A GROUlVD engineer
directed subsurface exploraciov, loeged the test holes in ihe field nnd prepared tlie samplzs for
transport to our laboratory.
Samples of tile subsurface inaterials were taken with a 2-inch I.D. "California" -rype liner
samoler. The sainpler was diiven into the substrata with blows from a 140-pound hanuner falling
30 inches. This procedure is similar to the Standard Peneuation Tzst described bv ASTNI
Metliod D-1586. Penetration resistance values (blows per distance driven, rypically 12 inciies),
when properly evaluated, indicaie the relative density or consistency of soils and bedrock.
Depths st wiiich the samples were ;ai:en and assoc:ated uener.ation resistance values are sl;awn
on tne test hole lees.
The approximate locations oz the test hoies are shown in Figure l. Luvs of the explo:atory tesi
i;oies are pr°sented on Fi,ures ? and 3. crplanatory noies and a tegend are urovided cn rigure 4.
:A~ OR-Au O&2i' 1rESiENis
Samules retrieved from om- test holes were e;;amined and visuallv classified in flie lauoratory b;ihe uroject engineer. Laborator}- tesiine of soil samples oUtainee n'om the suoject site includec;
standard prope:ty tests, such as nararal moisture contents, dry unit weiehts, m-ain size analyses
ard iiauid and plasnc limis. Swell-consolidaLior. and icater-soluble ,u;fate roat-nt r.e;T= wzr°
- -i=nn ca ~)t , P as vali.. . H}:P . -
..7.. v ulLe: IC:. :J-J..~. l~C O':
C--°I1}.C.,iT.- SflllU e Ol' ?ti115 2L15.. 1.011't tli.. i...,i 11Ci r3'la 'll ~t--I~: _ 1iPd'd.
:,1L'O:r7.CPi iZSTS vv_1E .°n-iil@d . 2„71?i&1 nC~3r_idR ,'iL11 aU"II^1b1E
-iOR1 '11C'. ;ubCi9T:ii'.' 2,°,SP, = JJO!^'ffiii di° =ll111':2flZf!d l'.1 -2b1° . R . esL1:5 Oi
ih~ Sive;'.
,:0115CiI1u21^vi7 i.,5t1Re o7d'"JiOiT°L ;;:i '12R.., and r2sulG .
_ _ of the _ ralee ._;t are creser.,_„ o.-,
t'ronoticU a, -Tecii Slec[ronicsSuildinq
34'" Indus'n'ial Pnrl:
Ni heat Rid,c. Cnlm'uoo
SE.~~BSt 12`.zCE CC)_S✓ii sO_..,
The suhsuriace Conditions encouaicred in fl:e tesc lioles _znerallv consisred o; 3U to'^_ i'eer oi iill
;ous underlain bv claNi=cone bedroci:. Groundwatzr was encouncered at ecpdi of about i0 feet
below existim_= Loades in ' resc hob_~s and at about 19 [eer in row others.
Fdlt ranged geuerally firom sandy c'.ays to clayev sands wiih scattered ulavel and coboles. Thev
were slightly moist to inoist, moderately to hiehly plascic, stiff to hard, and brown in colo;.
Localiv, sliuhtly moist, iion-plasCic slivhtly silty to si1h, sands were encountered in tlae fili, as
~vell.
Cl¢pstwie Bedroclc was sandy, moist to wet, hishly plastic, hard, and Ulue-gray in color.
Groiandwater was observed in Tesi Aoles 1 and 2 at depChs of about 10 feet ae the time of
drillim,-. vi Test Holes 3 and 1, moundwater was obserned at anproximately 19 feet below the
existing grade. The wafer at aboui 19 feet is incerpreted to be water perched on the underlying
claysione bedrocl:. Tne shallo« goundwater is interureted to Ue a local perched condition on a
relatively low uenneaUility iiorizen in the fi11 soils. The shallower gromndwater likely is
comparatively IimiTed in volume. Groundwater ievels should be ar.iicipated to fluetuate,
howevzr, m response to znnual and ioizger tenn cqcles of prec;ipitation, applied irrigaeion, and
surmce drainaae.
MOUmDEiiR.^N R7,_C.O16f14IE_qDE'iT:10NS
As noied above, ihe site was miderlain by 20+ feet o_`pr°viously placed; apparently uncontrolled
fill soils. Some potennal Por settlemeizt presumauly reiliains in those soils, although that
uotential likely vasies sieniiicantly n2 maarliiude and iire_uimly ir distribueion. These. materials
alsc exhfbited moderate to hiaii swell uotencials ]ocaily in the shaliow subswPace. Tnus. there
;JOLEI1Ci315 iOT ~~OSbCCllSt'ill~i.IGil S?tYl°R1°il? 1R11;07' Il°8V, Oi ille SLIllCtiIIi', a:ld S1L_„I1Cffi7L
/11f_--y..P.l73i IPO'.°ll1°'1T: ]"'I ~ -1 Sllr~~. Yr'ii~ 17° O
su Lrllt Sh3IC UI?i5 uC-.n,,..C iil_ SIIU ' UCil"JC1C. iOqcLl]E: bVi'C SRllC`Ltldl iIGr"s.
^si1"~vJ7G.u511Tlilu: 1~
SLCliCLllt°°. I1Gill.i;i'; :.Ol:E dili L.P.7
?ouncat;:x: ,y,t .vi!~ i_: --:,,...atc ihe , : oi;snuc :on ouild;i _ .c-iement i' ll.e
.-_~Ci^il.°PdflLl.,l.s C110-v.,...:i7c:!l._..Ihi.,p..-.. ac,..,at3D.., JAi!QL'L
nn S~. CI-:I;_-; -<'fune-u_ul muriep =or,ml:ann. 7nc . -
:'ranosed -Tech ilecvunics IIuiltiin,
1-4T" inuustriui Pai'k
VA'hea. L:idge. ;;oim'ada
R':I; ~~lilllli ihe IOCai 1RCILLSII~` SLaRQ11'dS IOL CoI15L71LCIl07] OT a dP_fl24 DlZl" IOlt7C{ah01: S-,'SL2➢1 Ol]
soils and bedrocic of this navm
Tne desig; criceria presented 'oeiow shoule be obserned for a straiLhi-shai[ pier fomidation
sys[em_ The consirucrion deiails should be considered w~nen preparing proiect doewnencs.
1) Piers shouid be desi~_med i~or un aIlowablc end beanng pressure oi 25.000 ns"t and a skin
fiictian of 2.500 psi for the portion of the pier peneTratin2 competent bedrocl:.
2j Lenses of heavily weathered, soft or loose material may be encoLmLered wichin 2he
bedroclc Construotion observation may identii'y muterials penetia-ed by the pier
excavations which may require deepeninQ of individuzl piers.
3j Piers also should be desimied for a minimwn dead Ioad pressure oi 5,500 psf Uased on
pier end area onlv. If the niinimum dead load requirement cmuiot be achieved and the
piers u-e spaced as :ar apart as p:acticaL tlie pier lengYh should be extended beyond the
minimun: length to n:al<e up the dead load deiicit. This can be accomplisLed by
assuming the sldn friccion locaxed in the eatended zone acts in the direccien to resist
uplif:.
4) Piers sliould penetrate at least 6 ieet intc the con.petent bedrock ar.d have a minimum
pier ier.2£n of 2 : feei. Both criteria for minuniuL bed-rook penen aiion and mimmum pier
iengtn siiould be met. ;aseri ori the denYh ie oed*ock encounte.ed in *i1P test iioies, piei,
approximately Za to SZ Peet in length snouid meet the minimum criteria. However, the
actual pier izngths sliall be based ou the desi-Di ioads; the requiremer.t for minimuin dead
load pressure, and the acnial condiiions encounteren in Ciie field during installation.
5} Pie.s snouid be cesi-aied ic r°s;s: ,ate.ai iozds assuming a mcduius o`i iiol;zonml
;ub?raae reacticn oi 60 r,c? s. .ii° ~:ocesicie overi;ur6en seils and a mcdi,fius ei hc ;zonia'.
~LC?T7.i_ b°CL,,,.. r S ,.i.,.. .4 : s_ :..3C -e
ile?:°Ci:.:, iP_ :111 . IIl&Lciia!C.
~ .iLL.` i., pi°S .Y, U ii_ 'il" '..i.1L: .1.dlll
.-eCORili7 :1e:::i. iC La611LaL° J rui_.t .li:l_ :I;fl JJS:-HTiVi JI i:lc D7B!i01c.
....._.u. J`._NCy :-i'nunt4E.^.Ciitee;inn-`nr,seitas~t.e=c. . P02^'_
Pi ronosed A\~ iecif elecnonics Buildinf,~
4+' ~ lnduvrrial i'm'I:
`.A'If ex[ C<idgc. Cui(,rado
-i Rccl: peneuaciou in piei hoies shouid oe roughened mrif;ciai]y zu assisc the deveiopm:n7
oi peripheral sLear ber,% een tht~ pier aud bedroclc. Arcii;ciallv rocehenin, oi pier holes
shotiud consisi u: 11=_talline sheer rm~_,s 3 inches hich and 2 inches deeu :n ihe iover 6
teet uf eacli hoie. Tite shear rinus -liould 'oe installed ]8 inches un cent'e:s. The
specificLicions should allow the soils engineer to ~a'aive the requi2ment for shearings
deneIldimg, on the conditions exposed.
8} Piers should be spaced apart at least 3 pier diaineters from cmter to center. At this
spacin.- or «ea[er, no reduction in axial capacines or honzontal soil modulus values is
required. Piers Lrouped more closely than = diameters on-centzr should be smdied on an
inclividual Uasis to detenniue the appropriate redLictions in tateral and axiai capacitiies.
9) Due to the presence of gnoundwater and existing fill in the expieratory holes. casina will
iilcely be required 'ui the pier holes to reduce water infiltration. Seating oi the casing in
the uuper layers of Uie bedrock inay not create positive cutoff of water infltraiion. In the
event that casing is seated into the bedrock, the minimum bedrock penetraYion should be
assessed Trom a level no sizallowe: tiian the bottom oi the casing. Waier infiltratien in
the ciaystone v;as slower, and casing mar not be required fo:- scr,ie holes penet;atir.g
c'tavstone. 11Iowever, if grroundwater does occur; the reauiremen*s for casine can
SOri]e.1R1Z5 Ue 1'?C1l1CP.(~i bv plBClric COIIC2ETe ilri!11P,CIlaLe1}' llPOR CI?aillil- ai1C1 Ob5E7Vlllg 111e
pier hole. ?n no case shouid concrete be p]aced in more than 3 inches ol wate:. uaiess
piacer, tlv-ouuh an auurovea uemie mzthod.
10) Pie: holes should be prone,ly cleaned prior, to placemeni of concrete.
71; nizrs should be reiniorced ior their full leneth to resist ultimate tension created by the
onsite swell;nc: naie::als. Adecuate r°inforceinent should be desianed to resist tlie
QChUY ~b2LwB°71 The QPS1ffP 622C I^ ',n ;i7° el- 7IlQ Llie !71)llfi p7'F$$:l"ni ar'*i?i!> On iC"_-
-010i L`"117]°Y°: _ IcT, .,Y10t 1.1 ~j J1DuC1 '..:Llt.vl~_~Q fOC Li F _11! 12n LP LO 1'E91JT L'-~t1ill3LE
___c..o 21. :I11-_ Jfi ti1G_ .AvellIIla .71aL° _jS SR7U1 + ,,.,Lana2~ f,
::.5'_.. cc` Le ._o. O; i"i'1?.L° Or the s4,r7C.'
_r_e v., .._51 w . .i~
i
= -,gn leac ioea rnt t h _ic. snc m_ ani;it essuie~ ai_,~ ,n th e ,~iei pa,ir, ie:.
010 RPn1inti ~:~cirv.e•.;n3 ~on~ultanti.:nc ^ b
Proposed A1'-Tech Elecvonics 13uiluing
l+T" InUusn'inl Parl:
bYhea[ 12iii_e. Colurada
Conerece utiized iis the piers s11ouic o~ a tluid mix %citl: suificient ;iumo so tnat ir ~vil:
nll the void benveen reinforcii2, steel and the p;er liole. We recommend the coi:creic
havz a miniir.um slun;p in the ;anee oi 5 to ' inches. Baszd on the receimnended
minimuri pier diamerer. concreee ,liould be placed b} an approved tre:nie iliethod or
other method to reduce mu~ se•~reRation.
13) Concrete should be piaced in piers the same day they are dril1ed. Failure to piace
concrete the dsy of drillin, 4vi11 nonnnllv result in a requirement for additional bedroclc
peneh-ation. The przsence of groundwater or caving soils may require that concrete be
placed immediaiely afrer the oier hole drilling is completed.
14) Care should be taken to preveiit enlargement of the escavation at the tops of piers which
could result in mushrooming of the pier top, since this can increase uplift pressures on
the piers.
15) P, u-inch or thicI:er void should be provided beneath grade beams to prevent the szvellina
soil and-oedrock fi-em exerting uulift iorces on the arade Uezms and to concenhate pier
loadings. A similar void should also Ue m-ovided'beneath necessary pier caps.
16) Based on the results of our neld exploration, laLoratory testing, and our espeiience with
simi:ar properly construcced drilled pier ioundatiens, we eshmate pier settlement will be
ivW. i lic SeiiielREilt ui CiCS~iy 5p8Ce4' piEYS 4tii11 uE'18i gEi dllCi SilGlilu bE ShiQieCi ilRdeZ 8ii
illG'141dllr11 t`fl575. 17; The pier drilling confiactor shouid mabiiize emiipment oi sufficient size and ope;ating
covditions to achieve flie required betirock penetration. lf refusal is encountered in the
bedroclc deposits, the Geotechnical =ngineer shouid Ue netified to evaluate the
conditions and Te es~iauiisri !ilat true refiisal hac been met with ade7caie a:illin,
- :°U'°ue11LHt. -E OT Gi' '-~.,It..,.1iia1 elri~_1 SROLiIC oU~Ci7_ ui 7ii11ili_ p°°a?IOL' . u . c. -C~l:
:n,,~ oas_s.
~n6 _^:o. lt-qi'3+ .;:-nur.d =ng;nsc!'ino r; ~su!cam5. _u_ _
Proposed Ax`-Tech clectrnnics Ruilding
4 +T° fndusvial Park
bA'heal l:ici~e. Coiorauo
F '~•"v0 'aZ i _"S TN. :f S
StructuraZ -FZoors rioor slabs oresent u serv dirricul'L problem where swellin_ maier;als me
present near t]oor s]ab elecation becaLue suificiew: dead load cannot be imposed on them uo resist
the uplifr pressure llencrated Mhe3i fl.e materiats aire wetred and e:;pand As noted above_
moderacely to s-everely swelling soils are presen[ on the ;ite as well as unconn-olled iill.
Therelore, we recommend use ol sirucmral f]oors for the proposed biiiiding as fhe tloor systeni
resultin.- in [he least potenlial for post-consnuction floor movement, includin,_, differential
inovzment.
Structural floors should be consu-ucted to spail above a well-ventilaYed crawl suace or as a
reinforced concrete slaU spannins above a veid fomi. IF wooden snuctural floor svstems are
used, particular care should be taiten to design and maintain the under-floor ventilation sysYems
in order to reduce potential detenoration of the wooden structural memUers.
Sh-uctural floers shouid be supponed on graue Ueams and straight-shaft drilled piers in tl?e same
manner as the buiidiag sn-uctures. rtPqu;rements for the nuniber and position of additiona: r,er.ter
piers wil1 deueud upon the span, desig; load, and shuctu;al desi2ni, and should be developed Uy
the Siiuctural Eneineer. Cizotecimical recoinmendacions for drilled piers are provided above.
.Siac-urz-4'aa^ade FIo<rr ,ltrea•taarive Slab-on-grade consnuction with over-exoavaticn and
P°'JlaCPR12Ri WIiR I]Gli- VI' ic55 °Xp81:Sivc T:11 ilfl5 ~,'EBil llSC,~i li1 iii. ✓ell4°r ll1ZS0p6iiiaIl flicc "VITi1
varyiug de~ees o- succ-ss. :i the Ownis ~~illing te assmne the dsk of siab-cn-r zde
censtruction, the following measures are recorrnnended to reduce damage, which r°sults irom
moveinent oi the slab sub;rade material. if slab-on-gade construction is used in accerdance
Noith the followinL critaria, t)otential for slab moveinent will not be eliminated, but tnay tenn te
make movement more uniiorn; and will reduce damage if movement does occur.
Olue:' iv 7'enllCP Jc 7 al.":_ ;On 3~d1> >l.nptt71 1L ;^..f . PLJL_s
:.cil=Lr uv.? ..1 iCl'u'~C 1...j:', ccllulriOti:_ 'r . 1 _ l.
bt,;Ia n- _`=_ie t(,, UiC! t. D. d r, tL o at
_ -he accc mate:ia!s piac2r s pro:;e . a:eisture-_onmt n.u aa~:
conn_z i_d il:. ;i sc.,o:danc ,;~I,h re r~convnendat;or.s i.,ne Sit.adinL7
ih is : cuo.
Yropased AV-Teeh Elecernnies Buildim!
J4T° indusvial ?ark
Wiicat Riiiga Caloradu
t-ioor slabs shotid be separatea irom aii oearing %vall; and eoiunms w1ci] siip joints
wLich a]iov~ wiresnained x-ert'icai iuo% 2ment.
Joints should be observed periedicall~, uatticulari-v duuing the Tirst seve.al vears aYrer
cunsh-uction. Slab movement can cause previously $ee-slipping joints to bind.
Measwzs should be.ta]:en to assure tliui slab isoiation is maintained in ordzr to reduce
die tikelihood oi damaee co walis ancl other incerior imprcvemencs
4) Interior partitions resting on f7oor slahs should be provided with slip juints so that it the
slabs uiove, the movement caruiot Ue transmitted to the upper structure. This detail is
also important for wallboards and door frames. A slip joint which will allow at lzast 2 or
mom inches of vertica] movement is recommended dependin., on the fill prism
composition selected. If slip joints are placed at the tops of ivalls, in the zven± that the
floor slabs move, it is likely that the wa11 will show signs of disrress, especially tivhere
the floors meet the exterior wall.
Gn-<*rade concrete slabs should prouerly cmed and provided with joincs to conn-ol
randem shrinkaee crackuig which results from concrete curinv. GROUVD recorrunends
that slab control joints be spaced no more than 12 feet on cenier, both v:ays, and extend
to a depfli of'/; of the slab thiciaiess or more. These recommendations are Uased on
geotecl:nical consideraticns. Joint iayout based on the s1aU desigii may require
additionai er deeper joints. Floor slabs should Ue adeouateiy reinforced.
Recommendations based on strucnu-al considerations for slab thiclcness, jointinp, and
steei reinforccment in floor s'.abs snould be developed by flie structmal consultant.
6) All plmnbing lines should be carefiilly zested before operation. Where uluir,Uing lines
enter tlu-ough the iloor, a positive Uoad break siiould'ne yrovided. - le:;ible c onnectiovs
31jpwin<r ' ° Cr i7in,~~ :p,,7t5 o -
- -,-^.T17S1 TO`eTL°*!T Ol" R70ie lI1Clllr7 h . .IC~Tttf", 5la1•'
bC1r1n~L '.71E1'l';1i]iCS_1 _Gi1f:~l:ii;PL 12S2: Ot-': I.`1° il;l p:151Il S?cI?Oil Je.eCieQ.
. 1= 1'll7111»LA? ~-!IiC!] ic,v°: o~ Le.,-Ql-mc2-_ ~Td-?! ollO.u'd b L.2C° I- Tl_e.Cl: 'm 1dU5.
:MiGi.° Ir111 _ J } 1.,... _t,c n,t...'~ll Llt L'.'aitw-'. -.a,;~ i . 1211D t..i"'.CUL_-
'.y G 10.:.CL. cIlLl fl9- :i~~ ni.--_ : aI1L _iC li: 7_2 i.aoe
Proposed_1:-Tech clecvonics Builiiin_
1'" lntiustrial Pari:
Whea[ ttiu,,,c. Culnrauo
ci Relzmek- shu11o„ (anparenth Er°_rched) grom2dczcer was zncountered st the siie.
Addicional moisture cau be inooduced inro rhc siab siib«rade durin!= ecnstruccion end
reieased froin the slab concrete. Due m tlie cohesiv-e uamre oT the shallow ;itc soils. suL-
slab muisnire may not readii} inCiltram dowmcard, away fioni the slab. Tiie rlichitzec
and rhe Floorme Contractor shoule consider the peiioi-mance of the slab as wzll as
proposed floorin_ products in ligh[ of possible moisture innusion and water vapor
movement tlvau,~h fotmdation and slab concrete. The selection and placement of vapor
and moisture baiTiers should tal.e the soi] moisture and m-oundwater conditions into
accoimt, as well as the potential effects of moisture encapsulation of the conereCe slab.
Slab movemenis are direccly related to the increases in nzeisture centenis to the unceriying soils
and 'uedrock after construction is completzd. SIaL movement likely will occLU-, althoush. the
actuai amount oi movement is difiicult to nuantity. The precautions and reconunendations
itemized aUove will not prevent the movement of floor slabs if the underlying espansive
materials are suUjected to alteniate wetring and dryin- cycles. However; these sYeps will reduce
tl:e damaae ii such movement occurs.
AG3icionally, exterior faiwork will ue suUjeeted to swellii7g conditions, and some associaeed
disn-ess ivil'. iikelv eccur.
W~~Li.nf-JCs.i,TB's..'~. S0.,ir TA~~'' i,.'^
.
I iie cencentration of waie--sclubie su'.iaLes ineasured in a samule outained irom the ":piorator;
T
holes was about 0.03 percenY Uy weigl:t. (See Table 1.1 Such a concenh-ation of water-soluble
suliaies represent a negligible de=Tree oi sulfate attac'.< on concrete exposed to 'hese msterials.
Degrees of attack are Uased on the scaie of 'neUli=iUle,' `moderate,' 'sevp-re' and 'very ;evere' as
described in the "Desigm and Conn-a! ef Ccn_:_°te Mixtures." puLlis,:ed by the Fmzland a^ement
.a_s,c ;ia!icr.
_...,.w ,.T -li1S .....LL.. ._.....~.-i_ . . . .....-ii._P.~ i~ ~1 Ll N .,i p
,;)i; . - r.w.~:- ~ ,.Sir,
Prupused.4V-Tech e7ecn,onics Csuilding
rx
J4 D~tiustrial Par!<
l1'hea[ Riti_c. Coiorauu
KJ:x aCE iRAi-NAGC:
ihe followin= draina !_,e precautions snould be oosened dmia<_* construction mzi inaintained ai alI
;in.es after the i3cilirn has beeu complzred:
1) Lxcessn°z wettinu or drying oY thz fuwidation zxcacations and undeislab areas should be
avoided durinv consn-uction.
Z) Posihve surtace drainage measures should be provided and maintained to reduce water
inn"ltration into fowidation soils. The g-ound surface smroundinc ihe exterior o'f the
building should be sioped to drain away from the ioundation in all directions. We
recoirnnend a minimLun slope of 12 inches in the first 10 Feet. In no case should water be
allowed to pond near or adjacent to foundation elements.
Drainage measures also should be included in project desig!i to direct wzter away iroin
sidewallcs and other hardscaping which are lil:ely io be damaged by moisture-volumz
changes in the under;vnzg soils.
Roof downspouts and drains should discharge wcll beyond the perimeYers o,` the
structure ;oundations. or be proviaed wit1, positivc conveyance off-site fcr ccllected
waters.
4j Landscaping which requires watenng, ;nould be iocaied 10 ar more ieei from building
perimeters. irrigation sprinkier heads should be deployed so fha± appiied wate: is not
introduced into foundatiou soils. Landscape irri.gation should Ue limitzd to the mininmm
quantiries necessaiy ie sustain heaithy nlai.t growth.
USE 02 i711p ll71maLIOR 5!STBin5 Call DE bEIleI1Ci31 IOl" i°dL1Cll:, rlle flR7Gllli'. 0~ w3SE:
,.:i CdUC.°.d YO bL IQ ' T^L' 1- . n SC6 JUT O"]l; f tjl° rQl~. , I - I
10-Ul:l' i=L11°... W_ie.
COIItLGI1B.i WIYI: 1. ,.,1t7Rq: t1 lII?ICQLiCh011. =.OIlYr01Pil.,-_aC.,S O.1'G.,,Lu`:e
IDc,P.flS.. Oe:lE2Y!i d]° :6PP.C3:10%is flPd .!o,,.., sl,Olll.: tfl.:e~ n~' 11 ;';IC li I"1
luildSC&uc D',Zi1i iCs-Si.-.
.ucL:l' -11°l'.,Urd.._., 17..i11~ ~1 _"~L -1 10 L~ --iCGI]Q _i:i_.,._ d(.i ii_~n r n .uT:Gil
v, u.i_ _.?OI7L.,.i ._...-._..E ..lln a11C^. a..3ri., .atJ.,aa:l!~. -1.,
L'i1Cc1'!'.:iRE SO1:5 Il:2:' p2 USPQ.
Prupa,cd AN'=rech: tecn.nnics3uiidin_
sdni lndusv%ai narl;
\\'iicai Riu-o. -.".nlorntio
vND= Ruit.~51N ti',175":EZ'F
GroundwlteF was encouncered at dept77; as ;hallav., as abou* 10 teet durine suosurface
etploration. It has been our eNperience ihac ioca] perched •aater conditions can develop uc
interfaces benveen' materiais of contrastmi-, pemieaoilities in fill macerials aiter decelopment is
complete and tandscape urrieation starts. Thereiore. the proposed building s'hould be pirotected
by a perimeter underdrain system.
The Lmderdrain syste.7i(s) should consist of drain pipz. free-drainim, I-travel, and Filter fabria The
hi gh point of the drain pipe ior the building should be placed at the bottoin of the made beams.
Pipe should be gaded at a minimum slope uf 1 percent to mulriple sumps from which wate: can
be removed by pumping, or to an outlet fo* iraviry discharge. 4-inch perforated PVC drainpipe
should Ue sunowided with a minimum o-inches of &ee-draining gravel. The free-draininn c avel
sheuld contain less than 5 percent passintr the No 200 sieve and more than 50 percent retained on
the No. 4 sieve, and have a maxinnun particle size of 2 inches. The gravet surrounding the drain
piue an3/or the pipe itself sheuld be wrapped with filter fabric to reduce the mi-gation of fines
into tne drain systen:.
S'aT.M G32ADIPdG
sii?-~.adinq ulan «as not avzilzble at tiie time of tiiis report nreparation. As noted above,
oasea on site topo_,mony, oniy nominal cuUfill 2raain2 appeared necessaiy to consintct thz
builcting pad. Site 2-rading should be carefullv plamned io provide positive surrace drainaUe awzy
irom flZe buiiding areas.
Site soiis iiee ot" deieterions mate,ials are, in eeneral, suitab]e ior placement zs compacted i;li.
CaiE 5h0ll1d UE Yfl1iE17, hOWEVEI', Wl:ll TeCaLQ tG 3C1.IlEViT'ig &IlQ t11fl1riiaiP_111g pI'0i7P3- il]Oi5iU1-°
c.ci»rcpTc du7'lll^' UIflG°l.eelli ind CO111UaCtiOR. F.i7Tir7p3i° Cllfft S07T3° .^,ll-Sti: SCl1c ;71cV e::llibli
3:711Ilc.im plll 'll_1, 7-.u7o, :1<0'_St111-_ „'7IlI°Il:5 1efl: 6].:Ltll.L;Il ^c-171a cb',1~!°. J7
1CIQICLCIl iC l.OCiL )3125LI-_ o01!E. =.H=1t,;fF «-tmc 11Q1CuLP.Q that 3,°,1Tffill SILe SOL16 C1dSo TV IlS TlOli-
DL4,..._ C Slt ^L 1,:118`i1D£ uil~_tTizlT'~.1u.a1?CO i1U-' -9IIlli
llICllid Li_ .DI•m2rcd i.0 Ii1111P cC7l£ i- 1:13 ",NDc,
_ l.,t :Qin_ ?h.. L,cL J. ._,:PI7.1..:.i n-c.°_;.3di'i. .
Pronoseu AF-Teeii Ef¢ccronics (3uildine
}}ni
indu=trialPark
Wheat Rid.,c. c-'uiorado
Prior io eartlncoric consiruction. eaistin-, structures. veget:iion. and othe;deieteriuus materiais
shoulC be remm~ed and disposed oi oi*-site. Rziic underaoumd utilities sliould'ue aba»doned in
accordance «ith aoplicabic reg;lations. reiuoced as nec<ssai~, and capned ni the nnarains of the
project ama.
I+_' it_is necessary co impoit uiaterial tc the site as common till, rhe inlUOrted soi!s should be free of
organic material, clays[one and odzer de]eterious inaterials. hnported material should liave less
dian 50 pereent passing the No. 200 sieve and should have ¢ plashcity index of less dian 25. All
imported soils should Ue tested and approved by the Geocectmical Lngineer prior co tra»sport to
the site.
Prior to £illin.g, the top L inches of in-place uiacerials on whieh fill soils will be placed should be
scarified, moisture conditioned and properly compacted to provide a imiforni base for fill
placement. Soils that classiry as A-1 tluou,gh A-5 (granular matenals) should be compacted to 95
or more percent of the masinmm modified Proctor dry density aY moisture contents within 2
percent of ontimum moisture content as determined bv ASTVi D-1557. Soils that classifv as A-6
anci A-7 (cohesive soils) should be compacted to 95 percent of the matimum standard Proctor
densiry at moishue cmitents irom i uercent Uelow to 3 percent aoovz of optimum as detennined
bv ASTM D-698. If su:face; to receive fiil e;;pcse loose, wet; sott or otherwise deleteriow
material, additional mater,af should be excavated, or other ineasuTes taken, to establish a firm
o;ationn ior fillinQ.
,~ill m2ierials sheuld ne thoroughly mixed to achieve a uniTCizr: moisture content, uiaced in
uniform lifts uot --sceeding 8 inches in loose thicimess, and properly compacted. Soils that
classily as A-1 throusl; A-5 shouid then be compacted to 95 or more percent of the max:mum
modiiied Procior dry density at moisiure contents within = percent oi ootimum moisture contenf
as dttemiined uy ASTId D-155-. ;cils that classiry as _A-6 and .4-7 siiould'oa comuacied to SS
pEl"CPRt OI t11e 1T!fli:il?111II1 STdi1Cfl1"c J:^:LOZ Qt'P_SiL?/ 31 IDOISLL'r° COritellLS ITOll: 1 D?7"CBriT OC1G'tiv iQ i
2bC6'e Oi OL'CiR1U , _ ui;
~
7~+1-1R Sit-.:li1Q - .:.~0...,~ - -:,u.~.... v
F1Ildl)DS°lv "ilri:vii.6L.;:3:1r,,,,a..._
.in,_-„ ar n-.:.(nc ' '
?roposed Al-'rech Eiec[ronics Buiiuing
1 ~rx lndustrial park
NV6eai P.idge Coiorudn
_°er,nanent site slopes supuorted b\ on-sit'e soiu uu [0 1u %ee1 in hei^h[ mav 'oe coi.snuc[ed no
siecper tnan (horizone~~1 . verticall. ivlinor raveiine or surilcial ,1otllehinR should 'ce
ancicipatzd on siopes cut ai tlns an _,Ie until vegetation is wel] re-esiablisned. Surfaef drainage
siiould Ue desit-med to direcx wate: away t"rom slope ;aces.
FXCAF'ATaON CONSFDE4'c-_i 7E3NS
Test holes for subsurface exploration were advanced ro Che depths indiea[ed on the test liole tons
by means of truck-mounted, flight auger equipment. We zrCicipate no imusual excavation
difficulties for fl1e proposed construction in Chese materials witli coirventionai heavy-duty
excavating equipment in good worl;ing cundirion.
Growidwater was encountered during subsurface esploration at depths of approximately 10 and
19 ieet. Based on the likely depths oi earthworldn„ groundwater is not anticinated to be a
simiificant factor durng construction of this project. However, utility trenches and drilled pier
excavations likely will encounter groundwater. If seepaae or ~oundwater is encountered in
snallow proiec± excavations; the Geotecluiica] Eneineer should 'ue contacted io re-evaluate the
reconmiendations mven herein.
We recotnmend that tempera:y, wishered escaaarion slooes up to 15 feet in height be cue no
;teeper than 1Y:1 (horizontal : vertica]) in cohesivc fill soils in the absence oi ,eepage. Som°
;ut;ace ,iuughin_ may occur on tiie sioue :aces at iizis ar.6ic. '_,ocai cunuitions encounterca
tiurine conshuction, suci: as areundwater seepage, ioose, diy sand, or soit, wet maierials, will
require flatter slopes. Stoc!miiing oi materials snou:d vot be peimirted closer io the tops of
iemporary siopes than 5 feet or a distance equal to the depth o? the eticavation; which ever is
geater.
'.3COCl cU.'.flCB C';fl:ll3HE S110U1:i v~ 17TOViQP.d aTOlli;C Y'lIlpOiflan' 2?;C~~.'3T1611 SlC75°S t0 aff°::I SuC'_cC~
310;<CV mi ' >:.n• Lt;JS. 'LIv .t.,iS11tQ Q 11d`., c: 3]° Si1CUlG J:
dt Jl_'
LG 3' L!,,. u „0„ .i..
aig . 1 orC`t-°_ LFr ' 1 I c.`°_ i A.._ Wii j°Sdi` n ,itirl~il ~111_ 1!C~
2iropused A:'-Tecn Eiecurunics Building
49T" Indus[rini Parl:
\Vheat Ricge. Cuioradu
Lscavanons in Mhicii >>ersomiei ~~dll iDz \corl:ing must eampli\~irh a11 OSH~ Stantiards and
I'~e_uiations pariculark, CFR 29 rarc I926. OSii:\ Standards-Exc:avacions. adoured il-farch
19)0. Projecr excaNations und ;horing ;hould be obserced regularl,: by tlie Geucec':mica;
Engineer throughout conscruction operations.
L;TaL,r'IF4 F~iSsAL:.AsiON
Recoirmzendations regarding utiliry trench escavation are provided in the Lxcavaeion
Considerations section oi this report. On-site soil; ezcavated from trenches are suitaUle, in
general, for use as trendi Uaclcfill. Backt711 soils should be fi-ee of cl2ystone, vegetacion, debris
and other deleCerious materials. Cobbles coarse.r dian b inclies in masnnum dimension should
not be iucorporated into irench Uackfills.
Trench bad:hll inaterials should be condicioned to a Lmiform inoisture content, placed in uniform
lifts not exceeding 6 inches in loose thiclmess, and properly compacted. Soils that classiry as A-
1 through A-5 (,-anular materials) should be compacted to 95 or more percent of the maximum
modified Frcctor di-v densiiv w'ithin ? percent of the optimum moisture content as deiermined Uy
.^-.STm D-1757. Soils tiiat classify as A-6 and A-? (cohesive soils) should be coinpacted io 95 or
nore percent oi the maximuin standard Proctor densiry at moisture contents from 1 percent
Uelow ia 3 percent above opti:num moisture content as det°rmined by ASTN_ D-698,
?ipF bedding .na2eriai,, piscemeiit and comoaction siiould meet +.he specifications of the uipe
manuiactmer and appiicaUie municipal standards. The Conhactor should not anticipate that
sigiificant quantities oi excavzted inaterials will be suitable ior use where relatively free-
draining Ledding materials are ca11°d for. Mzterials proposed ior use as pipe bedding should be
tested ior suitability pricr tc use. Imported materials should be tested and approved by th°
Geoteciuiical Engineer prior io transport to the site.
-'V uive beddinL matc _ i ~ ;an nmctior a ienE duits io ~ r i,uo ' ;u~
~ ;a.a_ aud
in :t]c . l: a__8C° -uot-l ut.:llti q?',llChES Oi ~Lll..; ~D"ile' SL';717ii.z'
117e8.Stff?s illOulci UE 1n1L1 ~IlLP.C _'.C.i.w_ Th' ild L'.:)IID11C5 tv&Cv aLSi211Lt u LO -1i1'
~.,,Ui.i_2mz ''-;.LLAL^a.l7pi;. i..,._~.
Pronosed d~'-Tech Llecn'onics Building
44T" indusviai Yaric
Whcac Pid~_e. Coloratiu
"z t'`EMF,;m DtSFCN
Favemei:t section altzinarives ~>ere de,eioped for the parking snci dricewav areas surroundine
the commercialioffice buildin-u, 1 ne pavement secnon is a layered svscem desinnied to distriuute
concentrated trafiic loads eo the subgrade. Periotmance of thr pavemeni strucau-< is directiy
rela[ed to the physical groper.ties of the suburade soils and natfic Ioadings. Paven:eni desiens for
pricate parldng areas and drivewav, were developed in general accordance with the design
guidelines and procedures of the 4mericmi Association of State Highway aiid Transportation
OPficials (Ar1SHTO).
Si{Ggrade Materials Basecl on the msults of our field and laburatoiy studies, suUgrade materials
consist predominantly of siltY and clayev sands and sandy clays. 1'hese materials were classified
typically as P_-7-6 soils in accordance with the AASHTO classification system, with Grouu Index
•ralues irom 5 to 24. A Hveem R-value tests (Ar1SHTO T-190) Uerformed on a composite
sainpie of Chese soils vielded an R-value of less than S. In accordance with the test protocol, an
R-value of 5 was iaken as represeniative of flie site materials. The R-valuz was coirelated to a
resilient modulus of 9,025 nsi in accordauce with CDOT ¢uidelines. This value was used in
pac ement design.
Desi,pi Y raffic Suecific traffic loadines were not availaUle at thz time of this report Uieparaticn.
Therefore; an 18-kip equivalei7i daily load appiication (FDLA; vaiue of 3 was assLuned for the
desigTn oi the pavement structure for aLrtemouiie sarking, stall areas. An EDLA of u was assumed
ror Qeneral naridng areas and proiect driveways. "_'he EDLA values of 3 and o were converted to
18-Idu equivalent sinele axle (ESAL) values of 21,,900 and 43,300, respective;y, for 20-year
design lives. An EDLA of 30, coiresponriir.g ?e an ESAL value of 319,000, was assuned for
trasii collecrion zones and oiher areas sebjec; to neavie;- T:afr'ic including large trucks. if desi-mi
traific ;oadines diifer si--nificantly from ihe;e assumed :alues, GP.OUNL> shoutd be notiiizd ic-
r_-,9V£liu3iP *hlt~ p2V?P.'!..°,in i°COTPvT!?ISQuZIOllg Qe!DL".
~"'.[SV~,.l.;HC 1'.PCs b:d I17 OII I1211: .11041tis 3PC i! E d°.51'~*~? `,d1Le„ o..
`i,- .tuu;i-C 3-sIF1 LtlcC:;_u&.
:tr"ctura: numt,_, ss ~:I eiri u•_d u , ciuu .,.._u:
.c.c pa;ern n. _.:zn
k,,zre based on h,- D.--cr nTM comutrter „-eLnart: ;iiat ~cnes dz. natemenc
.-.°.S1C~1: :Q_~iui1011 2c~_1T' .1: .1°5:_^_: , .fliT,°LP,:., ..uv -_di.:LIflC:CPS fll" ~Ui?7.;12:._=G iI'i i,iDi%°:.QiS A.
_i:i1_.urdl Jt i.-(cli.~i I„ ~.4~.. Ui »,l.i :i n q.iCl::r
Propwed A~'-Tedt Elec[ronics 6uiidirjn
y;rx Industrial PmF
1Yhcat 12idp, Cuio.-auo
al"CnBie Ua52 :;Olll'S2. 1'ESUeCti-,-21~'. ReliHIJ1llP,' L2%c1 O[ ~ LZI'Cerii bVaS LlL111Z2Li IOI- Q2S1L!] Oi
the flz;ille pavemznc sections.
GROL'tiD recorrunends that a i7enibiz usvement szccion consistin_* of a minimLun oT 61_ inc'r,es
o`i full dzpdi asphalE Ue piaced on areas intendzd r'or seneral parliine and driveways servicing the
project. AItemarively, a eomuosi[e section of 4 inches of asphalt placed over S inches of
ag!necate base course can be used. Automobile-only padcing areas may be paved with 6 or more
inches af full dep[h asphalt, or with a composite ;ection consisiin--, ol'at ]east 4 inches of asohalt
over 7 ivclies of aagregate base. Areas of sigmificant nuck traffic or hi21i tunning sness,
includinn~ in trash collection areas. should Ue oaved with a ri-id psvement section consistiiie of 6
c. more inciies of portland cement ccncre[e.
Recommended Nbinimum PavemenY Seciions
I
~ Full I1epYla tlspitalt
Conzyosite Sec.ioia
I P.ocatim:
~
(inches,lspha[t,)
(inches.Asphcalt / inches
.s,
agr'egccie Base)
~
'
r Drivewavs and Generai ParldnL
~ 6;~i ~
4 i 3
i
~ Autemebile-Qnly narlting
6
i
y! 7
Hieh suaiin; Stresses &
j
~ Heaw T.af:ic
o inches of Portiande~nent Concrete i
Asuhalt pavement should ccnsist of a bituminous plant rnix composed of a mixture of aegretrate
and bitumiuous m2terial. Asphalt mixture(s) ;hould meet the requirements of a joU-mi;_ forniula
established by a qualified engineer as well_as the design requireivents of the City of Wheat
~:id;e.
CORCIPYB p2iv SIIQIIIC C'11SJS: OT 9. oi3Ili 111:<<' COiT1DOSE':l G: fl iIlIZtL:7"? Oi aggr.°,2aT°; pCI`t3lla
..?i_7 Pn 8IlC 3L wLn.fliC. rrn..~-.S._-- 1.._-..ll'_ :_p1ill?~i1pT1.,; c_ ~ Ot' nl.C "01 iU:c'_,,.w il.,.r_a~ u=
= QLuL.11P.C ~t1~1:]°?: HS •.,°.l fl5 i.1.2 u2P,]L,": rCCllli°,:'i1BIlT5 C' i11E':-Ity pT `;\Ih a.':..li°. v.l.,..._
:hG u_:;~...-_ ~-i7llill1lllli.i 1 QLti.S C-..,13'iil?'E! uC-ri i' -CIIl_ o7 6- ii➢Si ~10 il:ll`.- ...)c__'i~
2S-rlav iIlNl'c55i , h'°71stn . . DSi S110UIQ Q,,:2131) ~h:5 ]YIOQLLIu_ :IDCLl_ r3111;_
iE .,C;7C7"_L' Si10Ll1Q 'J° aii?lili'allicG wiili dUUIC;~ll:dL°;j' O Dcl'Ce;1: 'd17 3P.G >I1GlllG 112~'2 t.
Ti:PniT' Ill C~Il] Pt ' JRc° ii Ct U SHC ~ J 7 C'U~ C'aIQ. '/lfl},;11Lll71 31105:dble lL111'v Sl7vll G ~Y .
Ji=J .^I'::JpQ ::a1fiCPt:::C -p8':Oi.'alli5- ii1C. n^ov
l'ronaccd :~V-Tnch Elcctronics Buiiciin;,i
14 Tla indus[riai Pa-':;
`,'<heac Rid-_,e. Culorado
incnes. ~_uncrete pavtmencs slzou~ld conzain sai,cd or 'romied ioincs ro o[ cne depch oa chc slau
nt a maxiinum distance oi ' 3 feet oi, cencers.
lf composita flzxible sectiotis are placed. the ucuTegate base macenal should meet the criie*ia oi
CDO" Class ii auin-e2ate basz cour;e. Base course should bz placecl in uai[orn7 lifts not
exceedin= 3 mches in loose [hielrness and compacted to at least 95 percent of the maximum dry
densiry a uniform moisture coutents within 3 percent oi the optimum as deternnined Uy ASTY D-
1557 ! _AASHTO T-180. the "inodified Proctor."
Sarbgr•nde Preparatiou: Shortly before placement of pavement, including ageregate base, the
exposed suUgrade soils sliouid be excavated and replaced «ith properly moisture-conditioned and
compacted fill. Due to the plasne and expansive nature of the site soils, exeavation and
replacement ;hould Ue undzrtsken te a deptli of 24 inches. (In areas where iinading calls for
placement of fills, tiie depth of excavation msy be reduced. At least 24 inches of properly
compacted fill should miderlie tiie pavement section.) Sub-grade preparation should extend the
full width of the pavement from bac,:-of-curb to badc-of-curb. Sidewalks and other flatwork
should be wideriain by at least 12 inches of prouerly moisture condiYioned and comnacted.'iiil.
if exczvation and replacemen± to the reconu7iended depfh is not ieasiUle, the pavement may be
placed over a reduced thickies= of excavated and re-compacted material if the Owmer is aware of
iile increased risi: oi post-construcTLion movernenis; sub-standaid pavement ne.fonnance, and the
r.eed ior an acceierated n;ainienance schedule.
Soiis that classify as A-1 throu_h :(m!-anular sciis) should then be compacted to l:, or mme
percent of the maximum modified Procior dry densiry within 2 percent of the optimum moishtre
content as detennined by ASTi✓C D-1557 i:,:?S_N_TO ?_180. Soils that classiiy as A-a and 9-7
(cohesive materials) snueid "ne com»acte:i i:o 95 or more percent of the masinaum standard
"-CIO_ 1P17S1h, a: 111C'nlll°'cOni-2tnE nrnn• : 'nt LPlO- i7°Sr°Pt flI70V2 O_Jl'i.Tl'!Uo-_ 'llCI5Cl.17°
.~llLei:t fl5 fi°.t- l.?cQ Ol -i ' iv_ _ C'
.r:i1C"3Cr 5110ll,d uc zr-pu-~ _nll' Y.13e t.rnl ,...T....c.io iP_.:.s °C rti3tIl?, 35
. ir ~ nr H. G_ . ; Ar rt c 111 ~.llLflT
..oII71'-uC7'J, i3. .,..]II._ S, t !7.. _ _.....i Lt_~ =C 3071u0! ',x;flLB=
~^1T' rG:-,g c71 .L..rLj_21-ioljtlll'2
_°ve:S 3it il0i -uL-_°SL:l.l' CG :.POlI°C. t -_CI1T;aCIG7' SilOLLIQ 5e L'L0D2-I"°d SO'orpC_SS 217G~ Co IT1UaCt
. Ji3- tm;:' i hi°': r5u' ,...inr.
Prnnased AF'-Tech Elecuonics Builuing
ld'H Endusn'ial PnrA
R'iu,ni Ritige Culoredn
sticii soil: co establish u stable uIat`ionn for paiing. inciuding tr,e of chemical siaoiiizstion. if
necessan.
inunediately prior to pavinc. the subgTade silould be proof rolled widl a iieavily loaded.
pneimzatic cired vehicle. Areas [nat sho~v excessive dellectiion durine Drooi ro11in- should be
escavated and replaced andlor stabilized. -kieas allowed to pond prior to pavine will require
significant re-worldn« prior to proof rollina,. All suberade preparahon must ultimately complv
witli iaadway inspection, Cesiing, and conrnuction proeedures outlined bv flze Ciry of Wheat
Ridee. j
Pavement nerformance corrunoniy is uoor where roads are consnucted on materials such as Yhe
moderately to hishly plastic :\-6 and A-7-6 soils compnsino the bulk of the shallow site soils.
This is also hue for curbs and gutters, sidewalks, and other hardscaping. Asphalt and canerete,
as well as chemically staUilized materials placed on swelling soils or bedroclc, may underp
various degrees of total and differential moveinents, and cracking. A chenucally stabilized
suUgrade may result in better perforniance, but will not eliminate the potential fer distress.
Greater depths oi moisiure-density conditioning of ihe subgrade soils beyond the minimums
reconunended above will improve pacement'hardscape periormance.
AddfiimiaP Recosiiarcersdatimu: ihe collectiotl and diversion of surTace drainage away from
oaved areas is extremely imuorcant to satisfactory nerfonnance oi the pavemeni. iiie subsur:ace
and surface drainaee systems shouid be careiully desimied to ensure removal of the water from
paved areas and sub;raue soils. The long-iern periom7ance of the pavement can oe greativ
improved by [he proper backhll and compaction behind curb, ff-utter, and sidewalk.
'?'he desim traf;ic loadina does not include excess loadinv ccuditions imposed by hea?;:
construction vehicles. Cousequ°nth, heavily loaded concrece. iunioer, and buiicing materiai
ti-llCkS c-2P 7t3VC' 2 d2`n.^.lV'i?lal ej{: Cr .:ip jt1E pflv°ry;gni, zOUfd_: ._^_.nr7mepc1"- `]IflT aCt 3'_'{?Ci7p>
T?p0•o:gill 9I rEgLIlBi :Tiffii?tic::ffi7C2 ll° Qe"vv10D°_.^. IlS'In i1TiUlClilei:-c< i0 .°,?3l Cluzi;5, i- rjal: QIiTiP,$5°:
31"v3f., 31id L'°:IOIi1Ti t:llll CV°L!u-'S :i17'0llHl7jOtti iilc :_I_- uI?i12'Ja~%2!i18IIi.
.;eC',;c. J:-0!5? ~:~,aur~d:u,inec:':r~:'cr:sui*ancc._ec '•^„e
P:onused AV-Tech Eiecn-onicsl3uilding
4:rl' hidustrial Parl:
Rhcat Ridgc, Caloi ado
"L0 s E'RY
Geotec;uaica7 tievierv The poor perPonnance of mam paventanTS, founda[ions and
suosuriace strucnues has been dirzctl} amiUuted to inadequate veorechnical review and
eardiworlc yualirv eonuol. Therefore; projectplans and specifications should'ue reviewedb}~
the Gzotechnical Engineer. to ecaluate whether thep comply with the intznt of the
recoromendations in this report. This review should Ue reoorted in writing.
Project earthwork construction operations should be observed by the Geotechnical Engineer.
All excavations should Ue observed by the Geoteclmical Ennineer prior to placement uf fill
or baclcfill soils, installation of shoring, or foundation construction. Placement of fil]/oaclcfill
soils should be obseived Uy the Geoieclmica] Enginee:, and !he soils tested.
.he Qeotecluiical reconvnendations presented in this report are hiehly contingent upon
observation aud testine of project earthworlcs by repmsentatives of GROUND. If snother
leotecluiical consultant is selected to provide constnmtion observation and quality control,
then that consultant must assume all respousibitiry for the geotecYunical aspects oi Yhe project
by concurring in writing witk the recoirunendations in this reuort, or by urociding altei;iativt
reconunendations.
Liaaeat¢tlorzs This report has been prepared foi- ?_V-TPch Elecn-onics, lnc., as it roertains te
uesigi o: il:c ;ulijeci aiiice warel]ouse uuiiciing projce: as uescribcd herein. it a;ay not
con.ain suff;cient inforniation :or otner uarties ar other purpose;. ?n addircn, GROUND :as
assumed that project construction will conunence by Sprina; 200^_. Chanaes in project pians
or schedule should be brought to the attzntion of the Geotecimical Eneineer, in order tl;at the
geotecnnical recommendatiens ma}% be re-evaluated and. as necessary, modified.
ilie ;Potechnical conclt:sionE v1d recarrunendations in this reuort relied uuon subsurface
::,1c1z.T70Il SL ~iII:iC°Q .ino':' ".71 IIY__ F =1;OF1n oR .`.I.:DSUiLcC°
JOl'.Ql'i'O:;G ei 1 .t.i:_,';i..iaL~01. 32: _cIl ,:uc d ,~✓Gllfi C:i°iC IGC-I7. i.. 1,:1.._a7
6'veI° Q~U'-°T1Q.,ii~ aP. Li7,. 11:.1~:°^uiZ101L]Y i?.i~..L °',Ide:1C° :]L'Ta7i] . 8_i'.iL-_ ,,.:1° oT_ i1125
- . c ',lf_.Ti .i.E.
iL'C. cJ1lCk:LWll;, .,_a0.,e_ lli..?IIL " I75S'_iOL,ni 1]lfl; -~B 27 ilG'.1'i ifd
_.a., ;Ci1... ha, `1.,.. _.,cOll^_l°,c_ ..l...i_ ..i'~._ D:O c~,3i~. Qll':*tc :;GT._.:U~ ..v':i.
su1'_.._. 5011 _iOLi1C.-:ct_: CvtlQltiOIla dLJ_ai LC OZ at'dfli,S:.,.. '.:ITi
or,...,. 8i,.._. .;~ouc~~ ~ansult_a¢.~u_ %'aL,
Yraposel3x'-Tcch ilecu'nnics Buildin;!
1 IiH IndpSU'131 P]f1,
NFLcac iZidgc. Culornua
5escribed herein_ the Gectacnn:cai Enmnee: should 'De advised at oilee. so ci2at re-evaluanon
o:~:he iecon-miendacions ma~° Ue made in a r_melr mannzr.
L-q)nnsn-e clav eartii inatenals are present oii the project sice. These materials can shrinl: or
swe11 si-mi5cnnth, winc ciiamaes in moisture content. The behavior of s~,velline clavs is not
fully miderstood. Tlie s-~~-e11 potential of site soils and bedrocl: can varv sigmificanthy. both
laterally and vertically. Clian«es in moisture can occur tirre(Tularly, as well, resulting in
cond;tions which cannot always be predicted.
ine recoirmiendations presenCed in [his report 3re Uased on the current s2ate-of-tile-art for
improvemen[s rlaced on swelling eartli maYerials and pre-existina, uncontrolled iill. AV-Tach
Electronics, Ine., should be aware that there is a risk in constrliction on these 'rypes of soils.
Performance of the proposed structures and pavement wilt depend on implementation of the
reconmiendations in this report and on proper maintenance after construction is completed.
Becausz water is the principal cause of volume change in expansive soils and rock, it is
necessary that the chanves in moisture conteni be 1<ept to a minimum. Any indications of distress
to uroject installations shouid be brought to the attention of the Geoteclmicsl En;inee..
ihis report was Urepared in accordance with generally accepied soil and foundation eneineerine
practice in the Jefferson C-ounry, Golorado, area, at the daie of preparation. GROUND makes no
other warranties, either express ar implied, as tc the urofessional data, opinions or
receimnendaticns contained herem.
Ve; y tntly yours,
Ground Engineeriazg eansu@tam2s, lnc.
o ,
-t un - E'c:^i: -.OcP e'•K~, ' ~ +i ~':j
Re.._,:,ecb- Jan,_.. :ov-zis~o:. _.L.
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50/8
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30:12
45/12
5o;ia
zc/i2
47/12
12/1 ?
'5/.2
32,/:2
Il j i2
GROUN• :
:7
JVD :~ii. .~.-U!D4 JRnWiY PS
i^
rt~GROvEn uV. uR
C:LJ77L_.
Te.,~ Hoie "'esc Hoie i-st Hole Test Hole
= ? 3 4
loSt, _Glc 1 °ST, HOle
P1 °2
0 -
~ xq 1 , ,
i
I fflo~ i
23/12
YI
27,i 12
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D4
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fiF.iv(G. 31514L Uz.'r'Wu .
LECE taD:
Fill: Sandy ciays to cleyey sands wiin scatlered oravel anc cobbtes: sliehtly moist to moist,
mcderaiely to highly plastic, stitf io hard, brown in color, and tocelly, siightly moist,
non-plastic, siighct9 silty io silty sands.
I C:avs±one Hedrock: Sandy, meist to wet, nighiy ptastic, hard, and biue-grzy in colo:.
I
L-i Drive sampie, 2-inch I.D. Californ;a lir.er samnle
23/12 Drive sample blow count, indicates 23 blows of a 140-pound hammer failing 30 inches
were required to drive the sampier 12 incnes.
0
- Depth to wa'ter leveland number of days after drilling that measurement was taken.
NOTES:
i) Test holes were drilled on 09/17/01 with 4-inch diameier continuous flignt
power augers.
2) i.ocations of the test holes rvere measured approximately by pacing from festurea
shown on the site pian nrovided.
S; Elevations of `he test hol_s were not measured and the logs ot the iest holes are
d*awn to denth.
4j The test hole locations and eieva*..ions should be considered accuraie only "to the
dzgree implied 6y =ne method used.
5) The lines 6=iween maie^ials shown on the iesi hole logs %nresen'. the ancror.ima:.=
boundaries be"tween maier;al tynes and che crar.siiions may oe graauai.
o) >-oundwater levei readings shown on the logs were mad=_ aY the time and under the
eonditior.s indicated. Fluctuations in the water level map occur with time.
a~~,,-, VC -
_
rJOc !JC. 31-015u DF.AY✓id 6Y:
qcop~'.'E9 = 3HG
7TT OiSs.:.BG DW."G
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APPLIED PRESSURE - ksf
10
100
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GROUND
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F S~~.J `
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A°PLIED PRESSURE - ksi
, IVI OiS.,._-.,e_r_'._
fi
~ U = -.n~-
:.J
, . _ . . . . . . _ .
~ ~;KuufM~~:?OrG~ =7NSUL7.n~CW"-= ~
~ Jtit Li.-,.O*i- ^L'.JKmTON 5
k
. _ ~ mj
...-91JA DR.AWN 'V:
_ ;:9i~~~P.~O ~ .:;P°R04ED 3H2 ~
° 01, 54St:r-D2DVrG .
~i
r
_ Ij ;,I I =~I -✓';II r~i ✓i~ r I r I rl~ ~^jl rl
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f ~ 49
~ L' L ~ ~ fn r~ c. v~ r-i -r ~n co ~ rv ~I <r
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9 I c
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il
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APIDF\jD jX- A
PSVEiVIENT DESiGN CALICULA?'IC}NS
~99? :-^~~'_SE=70 ?averneilt Desi :
L-j_~i` ✓'?~Tii; ~`2 ;,-P :1P'i"i*i :~vS2y~~ ?i1d ~<iai~ SlS SV~i~i~•-~
c~~~iP~a~ tii- are
Coin;~ute: ~)oftware F,-oci~,,ct
Gromid En<:ine-tins Consultants
Duhiiu Stree[
Commerce Cit%~. CO
CSA
hiexible St~icturai Design i'Vlodule
Job No.01-015-1
AV-Tech 6lectronics Duilding, Whaat Ridge
Diiveways und General Parldng
Full Depth Asphalt Section
Flexibfe StruEtural Design
I S-kip ESALs Over Ininal f'ed'omtance Period
lnirial ServiceabiliY•a
Teniimal Serviceabilitv
Reliabilitv Level
Overall Standard Deviation
2oadbed Soii Resilient N/(odulus
Cta_e Consn'uction
c;alcidated Desi-~i StrucYUral Nuinber
43,800
4.~
,
75
0.44
3.025 nsi
.
2.5` in
SpecIla4t.°,dL-a`J~,°Il' fies2°?n
Struct
Drain
Coe£
Coef.
Thiclaless
C\%idtl, Calcuiated
Laver N(aterial Desciintion Ai
IVfi
(Di)(in
(ft; SN (in
1 Asphalf 0.4
1
65
- :.60
Toral - -
-
6.50
- 2.60
l OG 5~:~C-zT..,. ,-~,~~;,.Ili. iESl~i~
i ; .iiZ _ i__ ~ J
~ ~V~~'~_~ 4~~l.
J~G _
4 ic2.t ~'Ji.si v',~~'Jl,,j")
j")
~;C''J~ ^llVVuI'.c,
~OIL?j;liTci So*m'81'? i'lOQUCl
l]round 'cmLineerinu, Consulmnr,
711Q3 Dahlia Strcet
Cmnmerc~ Cir:. CO
❑S,-\
Fleliuie Structaral DesiLyn 'M'odule
Job vo. oi -o i ~4
Al--Tech Glcctronics Buildiu_, WheatRidee
Driveways and General Pail.ing ~
Composite Section
F1e-lib➢e Stt-ucturai Desacyn
18-I:ip ESALs Over Initial Performance Period
Initial Serviceanility
Temlinal Setviceabiliry ReliabilirV Levei
Overall Sfandard Deviation
2oadoed Suil Resiiie:ii ivlodutus
Sta«e Constructior,
;:zlculated Desijn Structura] Nmnber
Laver [Via[erial Desciiu±imi
1 Asnhalt
: _Agg~rPo-ate 3ase
Total -
43,500
?S
0.,=Tr
3,035 osi
Specjffl°d :L.a`~..v°wlt' Det`3.-Ti.
JITiICt
DLr11i1
Coe£
Coef.
(.4i)
(P.1i
pi
i
0.12
I
Thickness
WidtL• : alcidaxed
Di -inl
iftl SN in)
4
- 1
1,60
8
- 096
12.00
- _S6
110 93, .-`.ASH T ; -','avem er.-, D esiu n
~ ~'i ~IT i , `r' T-,i-3 p~a j n^.~ ,n -i ~ re.. + q~
s.°_ ~
y..S~~`-.~ii„ ~LJi`i2 LiLI~..L iii~c?t~ S1S j~Stei12
:"1 P-r:J'tJ r:ei[L.' `v _ 1_'1.3 i l,i -Y
`=..OMMtiiel' 3C~:-~"aiZ ~I'Ot7Lii,i
Grow~d En^_ineeiine Consultan[s
%493 D'alilia Sn-eec
Commerc~ Gitv. CO
l S.\ .
Flexible StructLiral TJ`esign ModuJe
1ob Vo.01-0 154
AV-Tech Electronics Buiiding, Whea[ P_idge
Aummooiie-Onlv Yaiicine
Pull Depth Asplialt Saccion
FIer.ibie Sgraactural Desigrp
18-kfp rSALs Over Inltial Perfomiance Period
Ini[ial Szrviceabiliiy
Teminal Serviceabiliry
Reliabilirv Level
Overai! Standard Ueviation
Roadbed Soil Resiliznt!viodulus
Sta,,e Consn-uctimi
Calculated Design StrvcLUral Nimiber
21,900
45
?
°o
0
3.0'_5 psi
i
=?9 in
SpeT1fled Layex D°sigub
Struct
Drain
Ccef.
Coef.
:liidmess
W'idth ralculated
Laver Material Description (Ai
(Mi
Ni iii
(ft) SN (in
] .vsphalt 0.4
1
6
- 2.40
Total - -
-
6.00
- 2.40
19193 AASf-i T0 PavPmert Desirn
q_~- ~ ,
if"y~ t~l' ~1~ ~?~4.i11P1~~ I: ~~C1v11 ~Z~U ~iliCiiVSi.S SySLlit:1
A P?-oprieta^% > A5 HTv'`:v ai e
i- o.nvuter 5ofmare i rcciuct
Ground '-nmeeiine Consuitants
799; Dalilia Screet
Commerce Cirv. CO
`J,
Fiexible Sh2ichirai Design Module
Job No. oi-oi ~a
.4A'-Teeh Electrmiics [3uildine. Wheat Ridee
.auiomobiie-Only Pari:ine
Composite Section
Fiexible Strueturai DeSign
1 S-I<ip ESALs Over Initial Perfonnance Period
21,900
Initial Serviceabilitv
4,5
Terminal Serviceability
?
Reliability Level
75 0%
Overall Standard Deniation
0.44
Roadbed Soil Resilieilt Modulus
3.025 psi
'ta:e Cunsiniction
1
lalcu.ated Desigr Structurai Number 229 in
S[6ecifiGd i DeSSgSa
Stivct
Drain
Coef.
Coef.
Tliiclmess
bVidth Calculated
Laver
?e1ateiial Descrintior
Ai
(MD
Di1 in
(ft) SN in
i
Aspiialt
OA
1
4
- 1.60
_
,'vegregateBase
0,12
1
7
- 0.34
Total
-
-
-
..11.00
- 2.44
1993 AASHTL Pavement Desitrr?
DARW11i l~aveme11i DvP.~i(grn ani.E Ai'ially'~JlJ v°yrst°in
fz Froprietazy A-ASHT0Ware
Computer Software Product
Gromid En;ineeiin_= Consultants
799? Dalilia Street
Commerce City; CO
CiSA
Ri~id Structural Desi~n Module
Jo6 No.01-0154
AV-Tech Elec[ronics Buildine
Concrete Pavemen[s
IZigicl Sta-uctural Design
Pavement Type
SPCP
18-kio GS.ALs Over Initial Perfomiance Fetiod
219,000
Initial Serviceabilitv
45
Tei7ninal Seiviceability
2.5
23-day Mean PCC Modulus of Runture
650 psi
28-day Mean °tastic Modulus of SIaU
3:400,000 psi
Mean Effzctive I;-value
21 psirin
Reiiabilityievei
8: %
verall Sfandard Deviation
034
.oad Transfer Coefficient, J
3.6
Gverali Draina_e Coefficient, Gd
1
CalcuIated Ifiesizn Thiclmess _ 6.00 in
A`
ACQUILANO LESLIE I'N'C.
architecture interior design
Memorandum
DATE: May 16, 2002
TO: City of Wheat Ridge
Travis R. Crane; Dave Mentor; Dave Brossman; Darin Morgan
FROM: Michael Gcertz, AIA
Re: RESPONSE TO PLAN REVIEW COMMENTS
Below is an enumerated list responding to the comments issued by the City of Wheat Ridge.
City of Wheat RidSe - Planning Department
The following list responds to the comments issued by Mr. Travis R. Crane:
General
1. Buildine Address: The correct address of 12851 W. 43rd Drive has been acknowledged and will
be used on all future permit applications submitted by the Owner and Contractor.
2. Second Floor Square Footage: The area for the second level, which includes a mezzanine and a
second floor, has been detailed in the "Actual Area Calculation" table and included as a sketch
sheet (AX-1) in the attached Addendum #2 document.
Landscaping
1. The Landscape Plan included in the construction drawing set (sheet A1.3) is intended to serve as
a concept plan for both the city planner and the bidding contractors to illustrate the general layout
of the trees, shrubs, ground cover, etc., as it relates to the requirements set forth by the 44`h
Industrial Park Planned Industrial Development Covenants. A detailed Landscape drawing will
be generated by the landscape design/build contractor, addressing the specific items noted in the
wmment letter (i.e. size of washed river walk, tree caliper size, depth of bark mulch, etc.) and
will be forwarded to the City Planner for review and approval.
Building
1. The following is the paint finish schedule (re: Sheet A4.1) for the exterior of the building and
complies with the City of Wheat Ridge's Streetscape and Architectural Design Manual:
EP-l: Kwal-Howells; English Pine 8605D
EP-2: Kwal-Howells; English Pine 8605D
EP-3: Kwal-Howells; Rockbridge 8703M
EP-4: Kwal-Howells; English Pine 8605D
EP-5: Kwal-Howells; Wayfarer Grey 8535D
EP-6: Kwal-Howells; Rockbridge 8703M
SbOO STOUT STREET Suire 200 DENVER,COLORADO 80202 TeL: 303.893.5355 Fnx: 303.893.6840
W W W.ACQUILANO.COM
A
Citv of Wheat Ridge - Plannin2 Denartment (cont.)
Exterior Lighting
1. The freestanding light pole has been modified to the 18' high requirement and included as a
sketch sheet (ES-X) in the attached Addendum #2 document.
2. The exterior wall mounted lighting will be set at a height of 12'. Refer Sheet ES (Electrical Site
Plan) for the plan locations of the exterior wall mounted lights.
Parking
1. The parking space assignment has been adjusted to reflect the correct number of spaces per the
44"' Industrial Park Planned Industrial Development Covenants as it relates to the ratio of office,
mezzanine and warehouse spaces and included as a sketch sheet (AX-5) in the attached
Addendum #2 document.
Cityo uf Wheat Ridge - Traffic Planning Department
The following statement responds to the comments issued by Mr. Dave Mentor:
1. The off-site requirements will be addressed upon completion of the 44`" Ave. Streetscape Project.
2. The proposed east driveway curb cut has been reduced to 35'-0" and moved further south to
prevent conflict with the existing median and left turning traffic out of the site. The new location
accommodates a 40'-0" tum radius for entering and exiting traffic and it should be noted that the
general operation of the business will be for oversized vehicles to enter the site from the east
driveway only, and exit on the south driveway curb cut. This will eliminate the need for
awkward maneuvering of the oversized vehicles at the east driveway location. Only standard
sized vehicles will be exiting the site at the east driveway location. These changes have been
reflected on sheet A 1.1 and are indicated with bubbles and delta #2 symbols.
3. The Street Light Indemnity Agreement, Dumping and Landfill Permit and R.O.W. Construction
Permit will be completed and obtained by the Owner and General Contractor prior to
commencement of conshuction.
City of Wheat Riftye - Utilities Deuartment
The following statement responds to the comments issued by Mr. Dave Brossman:
The Drainage, Grading and Erosion Control Plan (Sheets C-1, G2 and C-2) have been revised to reflect
the change request by the Traffic Planner to move the east curb cut further south and have been re-
inserted into the construction drawing set with bubbles and delta #2 symbols showing the changed areas.
2
P:\PR0J\RV-Tech01-35\AV_Tech_bidp coinmenes_response.doc
A
Citv of Wheat Rifte - Building Division
The following statement responds to the comments issued by Mr. Darin Morgan:
1. The square footage areas has been revised to reflect the correct areas in the "Actual Area
Calculation" table and included as a sketch sheet (AX-1) in the attached Addendum #2 document.
2. Detailed door and window hardware information is shown in the 8.5"xl l" project manual in
Section 08710 (for the door hardware) and Section 08415 and 08800 (for the window frames and
glazing)
3. A copy of the soils report is attached to this letter.
4. Shower Room #138 has been enlarged to comply with handicap accessible dimensions and
wheelchair turning radius and included as a sketch sheet (AX-3) in the attached Addendum #2
document.
5. Tech Room #139 - Door has been adjusted to provide for the required handicap accessible
clearances at pull side of door and included as a sketch sheet (AX-3) in the attached Addendum
#2 document.
6. Roof access ladder has been located at Mezzanine #202 and included as a sketch sheet (AX-2) in
the attached Addendum #2 document.
7. The light pole height has been adjusted to comply with the 18'-0" zoning requirement and
included as a sketch sheet (ES-X) in the attached Addendum #2 document.
8. The required distance has been provided in front of the electrical equipment at Storage #132 and
included as a sketch sheet (AX-4) in the attached Addendum #2 document.
9. Outlets in Shop #131 have been changed to GFCI type outlets and indicated in sketch sheets
(E1.2-X5 through E1.2-X8) in the attached Addendum #2 document.
10. Outlets on the roof have been changed to GFCI type outlets and indicated in sketch sheets (E3.1-
X2 through E3.1-X3) in the attached Addendum #2 document.
11. The water tap size has been adjusted to the correct size on the Civil Drawings (Sheet C-3)
to 1" and is reflected in the plumbing sketch sheets in the attached Addendum #2 document.
Please feel free to contact me at (303) 893-8310 if you have any questions. Thanks.
~
Michael Goertz, A.I.A.
Project Architect
Cc: AV-Tech Electronics Inc.; Mike Weber CRESA Partners ; Bruce Glass
3
P:\PROf WV-Tech 01-351AV_Tech_bldg mmmencs_response.doc
A
ACQUILANO LESLIE INC.
archi[ecture interior d e s i g n
Addendum No. 2
AV-Tech Electronics, Inc.
Wheat Ridge, CO
May 16, 2002
OWNER: AV-Tech Eledronics, Inc.
ISSUED THROUGH: Acquilano Leslie Incorporated
1600 Stout Street, Suite 200
Denver, CO 80202
To All Document Holders of Record:
This Addendum forms a part of the Contract Documenu and modifies, supplements, and, if in
conflict, supersedes all previously issued information as noted below. Pricing revisions, if any, from
original bids are to be included in final subcontractor bid prices. Refer to the documents for changes
and specific requirements and information not summarized herein. All bidders shall acknowledge
this Addendum in writing to the General Contractor. Failure to do so may subject the bidder to
disqualification.
Architectural Drawings:
The following 8'/2'X 11" sketches are issued:
Sketch Reference Comments
AX-1 A0.1 Revised Building Code information and Actual
Area Calculations.
AX-2 A2.2 Added keynote for Roof access ladder.
AX-3 A2.1.1 Changed dimensions at Shower and Janitor Rooms.
AX-4 A2.1 Added graphic for Electrical access panels and
Added painted striping for Electrical maintenance
Clearance.
AX-5 A1.1 Revised parking numbers on Site Data table.
1600 STOUT STREET SUITe 200 DENVER,COLORADO 80202 TeL: 303.593.5355 iAx: 303.893.6840
WWW.ACQOILANO.COM
EL
Architectural Drawings:
The following 30" X 42" drawings are issued:
Sheet Reference
A1.1 N/A
Comments
Revised East curb cut location and Modified
Curb configuration at South parking.
Civil Drawings:
The following 30"X 42" drawings are issued:
Sheet Reference Comments
C-1 N/A Revised East curb cut location and Modified
Curb configuration at South parking.
C-2 N/A Revised East curb cut location and Modified
Curb configuration at South parking.
C-3 N/A Revised 4" fire line routing to Building and water tap
size.
Structural Drawings:
The following 8'/z'X 11" sketches are issued:
Sketch
Reference
Comments
SX-006
52.2
Revised floor joist layout to accommodate duct
Penetrations.
SX-007
52.2
Revised floor joist layout to accommodate duct
Penetrations.
SX-008
52.2
Revised floor joist layout to accommodate duct
Penetrations.
SX-009
52.3
Modified panel height.
SX-010 54.1
Modified size of steel angle.
Electrical Drawings :
The following 8'/"X 11" sketches are issued:
Sketch Reference Comments
ES-X ES Revised pole detail-18'-0" maximum height.
E1.2-X5 E1.2 Changed standard receptacle to GFlreceptacle
And added MDC clearances.
2
P:\PROJ\P,V-Tecn 01 35\07_Addendums44V_Tech_addendum_OD2.doc
A
Electrical Drawings :
The following 8'/"X 71"sketches are issued:
E1.2-X6 E1.2 Changed standard receptacle to GFI receptacle.
E1.2-X7 E1.2 Changed standard receptacle to GFI receptacle,
Added switch and notes.
E1.2-X8 E1.2 Changed standard receptacle to GFI receptacle,
Added control panel and notes.
E3.1-X2 E3.1 Added weatherproof GFI receptacle at Roof.
E3.1-X3 E3.1 Added weatherproof GFI receptacle at Roof
Plumbing Drawings:
The following 8V2"X 17" sketches are issued:
Sketch Reference
P0.2X1 P0.2
P2
.OX1
P1
.0
P2
.OX2
P2
.0
P2.
1X1
P2
.1
P2.
1 X2
P2
.1
P2.
1X3
P2
.1
P3.
OX1
P3.
0
P3.OX2 P3.0
P3.OX3 P3.0
P3.OX4 P3.0
P3.OX5 P3.0
Comments
Revised plumbing fixture and
connection schedules.
Added plumbing notes.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
Revised pipe size to reflect 1"
water service.
3
P:;PROJ`.AV-Tech 01-34,07_Addendums\AV_Tech_addendum_002.doc
A
Plumbing Drawings (continued):
Sketch Reference
P3.OX6 P3.0
P3.OX7
P3.1 X1
P3.1 X2
P3.1 X3
P3.1 X4
P3.1 XS
P3.1 X6
P4.OX1
P3.0
P3.1
P3.1
P3.1
P3.1
P3.1
P3.1
P4.0
Comments
Revised pipe size to reflect 1" water service.
Revised pipe size to refled 1" water service.
Revised pipe size to reflect 1" water service.
Revised pipe size to reflect 1" water service.
Revised pipe size to reflect 1" water service.
Revised pipe size to reflect 1" water service.
Revised water sizing chart.
Revised plumbing fixture connection schedule.
Revised plumbing diagram.
*********************End ofAddendum No. 2*********************
~
Michael Goertz, A.I.A.
Project Architect
Cc: AV-Tech Electronics Inc.; Mike Weber
CRESA Partners ; Bruce Glass
4
P:iPROJ1AV-Tech 01-35107_AddendurnsAV_Tech_addendum_062.do<
8. Exterior Wall Opening Protection Table 5-A
Beering: One-hour lass than 20 fL
Nan-0earing: same as bearing
ODeninA9: Nat permittetl less ihan 5 ft., Protecletl less than 10
ft.
10. Plumbing Pixtures Requiretl NBC Table A-09-A
8,985 5.f. / 200 =44.9
44.9 /2 =22A (UBC Appentliz 28: 2required if 6etween 18 antl 35)
Men Women
2 wc 2 wc
1 lav 1 lav
Grouo 5-2 6 53 Werehouse/Storeae/Shoo/Mezzanine (1:5000)
15,302 s.f. / 5000 = 3.06
3.08 /2 = 1.53 (UBC Appentlix 28: 1 requiretl iF beiween 1 antl 10)
Men Women
1 wc 1 wc
1 lav 1 lav
Total Renuired
Men Women
3 wc 3 wc
1
za.zni sr
2 lav 2 laV
24,287 et ( 32,000 sf
O.K.
NO[8: 1 Urinel willbe provided in lieu of 1 water tlOSet for Mens, therefore
the total is: Men Women
:
2 wc 3 wc
1 urinal 2 lav
,pe~~
~4n
~
2 lav
,.v_
6N .
BUILDING CLASSIFICATION
& CODE INFORMATION
SCALE: NTS
P? /
PROJECT NAME / DRAWING TITLE
DRAWING No.
AV-Tech Electronics, Inc
Building Code Information
AX-1
L
X
uilano
Leslie
SHEET REF.
DRAWN BY
SCALE
ATE
D
REVISION No.
PROJECT No.
Incorporated
A0.1
MM
NTS
O4-11-02
0
01-35
1600 seout s~reee su¢e zoo oenver, caioreao aozoz Tel: 3~3.893.5355 F9%: 30J.993.6990 eman:
Allowable Area Calculations Per UBC
8000 (per Tebla 5-B)
X2A (InCr98sB f0r Multi-StOty - UBC S0G 5042)
16,000
X2_0 (Increase for Sprinkler System - UBC 505.3)
~B
D9
Z .
1
'
~ 4~ 37~
STORAGE
~ ~BELOW
x
T1o ~
~
~
i
\
i'
;
STORAGE ~
BELOW ~
735 ~
V
MEZZANINE
STAIRS
/ \ 135A
/
i -
/ _ -
N° - _ -
° u
wQ
% L, -
~ z
0
- zaze 4 p q~~ 4'-1
~o CLEAR
05.8.A
bf coi~~
o~
RK P.
C2 ~ 05.57T ROOF ACCESS LADDER; RE: ~EENP~A'S~
DETAIL B4/A8.3 0 '
.2247 F:
SECOND FLOOR
& MEZZANINE PLAN
SCALE:'/e" A
(Cl COPYRIGHT 2001 ACOIIIIANO IF51IF MC AI1 RIGHTfi RFSFRVFfI
PROJECT NAME I DRAWING TITLE
DRAWING No.
AV-Tech Electronics, Inc
SECOND FLR./MEZZANINE PLAN
~-2
L
Ac
u,,
P511e
q
SHEET REP.
DRAWN BY
SCALE
~ATE
REVISION No.
PROJECT No.
Incorporeted
A2.2
MM
-
Jle" - 11-0"
04-11-02
z
01-35
II
Acquilano Leslia lncorporatetl 1600 Stout Stree[ Suite 200 Denver, Cobrado 80202 Tel: 303.893.5355 Fex: 303.893.6840 Email: Design@ACquilano.com '
~
M,4RK P.
FRAUENGL~SS
FIRST FLOOR
DIMENSION PLAN
SCALE: '/a' = 1'-0"
COPYftIGHT 2001
'pv
PROJECT NAME IDRAWING TITLE
ORAWING No.
AV-Tech Electronics, Inc
FIRST FLOOR DIMENSION PLAN
~-3
Acquilarto
es1ie
SHEET REF.
A2.1.1
DRAWN 8Y
MM
SCALE
IIq" = T-0"
DATE
04-11-02
REVISION No.
A
PROJECT No.
01-35
incorporated
Q
,5., B ---~p
05.1.Y--y
16.1.D
05.1.T
STORAGE
132
06.1.G
06.1.J
09.1.X
05.1.T
09.9.S
LOCATE STRIPING IN FRONT OF
ELECTRICAL PANELS; RE: ELECT.
DRAWINGS. 4" WIDE STRIPING
FOR ELECTRICAL MAINTENANCE
CLEARANCE
06.1.G
10.4.A
06.1.J
FIRST FLOOR
BUILDING PLAN
SCALE: Ve" = P-0"
11b?i
i PROJECT NAME I DRAWING TITLE
DRAWING No.
AV-Tech Electronics, Inc
FIRST FLOOR BUILDING PLAN
~-4
L
Ac9u;,
Leslie
SHEET REP.
A2.1
ORAWN BY
MM
SCALE -
'le" _ 1'-0"
DATE
04-11-02
REVISIOQN No.
2
PROJECT No.
01-35
Inmrporated
~
a IQ4
40'-f Coto
~ ~Rp,R9C P.
F p,qUENGLASS
Suite 200 Oenver, Coloratla 80202 Tel: 303.893.5355 Fax: 303.89A6840 Email:
YiAl6W91~N V".
N
~ UENUM
t~"C5L5'S1 U
SITE PLAN
'
"
1
"
az
SCALE.
1
' -0
/e
C COPVRIGHT 2007 ACQl11LAN0 LESLIE INC. ALL RIGHTS RESERVED
Acquilano Leslie Incorporated 1600 Stout Street Suite 200 Denver, Colorado
80202 Tel: 303.893.5355 Fax: 303.893.684
0
Email: Design@Acqwlano.com
PROJECT NAME / DRAWING TITLE
DRAWING No.
AV-Tech Electronics, Inc
~_5
L
SITE PLAN
Acquilano
Leslie
SHEET REF.
DRAWN 8Y
SCALE
DATE
ISION No.
ECT No.
Incorporated
A1.1
MM
'IB" = 1'-0"
05-09-02
r
~
r
01-35
SITE DATA
TOTAL SITE AREA (ACRES/SQ. FT.)
1.95 ACRES (84,942 SQ. FT.)
GROSS BUILDING AREA
24,287 SQ.
FT.
PARKING SPACES REQUIRED
36
PARKING SPACES PROVIDED
49
~
TRASH ENCLOSURES PROVIDED
1
IMPERVIOUS AREA
44,450 SQ.
FT.
LANDSCAPING AREA
20,908 SQ.
FT.
Monroe & Newell
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ATED 03/20/02 FOR INFORMAl10N
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Revisions
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0510°I02 WATER ENTRY SIZE
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INCLUDE ALL COSTS IN BID
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INTEGRATED L
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DATED 03/20/02 FOR INFORMATION
NOT SHOWN HERE
Revisions
date descnption
05/09/02 WATER ENTRY SIZE
P2.OX1
5/09/02
AS 5'r10WN
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03/20/02
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SCALE: 118" = 1'-0"
INTEGRATED
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Revisions
NOTE:
SEE ORIGINAL CON fRACT DOCUMENT
DAiED 03/20/02 FOR INFORMA710N
NOT SHOWN HERE
date descript,on P2.1X1
05/09/02 VJATER ENTRY SIZE
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I
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SYSTEMS, INC. Wheat Ridge, Colorado OT SHOWN HERE
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Date
5/09/02
6650 Souch V;ne Street
Suite L- 10
Lit"iecon, Colorado 801 21
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Revisions
date description
C5/C9/02 WATER ENTRY SIZE
P2.1X2
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Revisions
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05/C9/02 WATEP. ENTRY SIZE
P2.1X3
A/ LM, S.H
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West 44th Ave. & I-70
Wheat Ridge, Colorado
5/09/02
AS SHOWN
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SYSTEMS, INC. Wheat Ridge, Colorado NOT SHOWN HERE
CONSULTING ENGINEERS
6550 South Vine Street Date 5/09/02 ReVI510Y15
Littleton, Colorado 80121 Scale AS SI10WN date descnption
Suite L-10 P3.o/ \2
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CONSULTING ENGINEERS
6s50 50vine street Date 5/09/02 1 Revisions
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West 44th Ave. & I-70
Colorado
Wheat Ridge
DAiED 03/20/02 FOR INFORMAiION
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5650 South Vine Street
Suite L- 10
Litt!eton, Colcrado 801 21
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F-I I
NOTE:
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ELECT20NIC5, INC.
West 44th Ave. & I-70
Wheat Ridge, Colorado
NOTE:
SEE ORIGINAL CONii2ACT DOCUMENT
DATED 03/20/02 FOR INFORMAl10N
NOT SHOWN HERE
IM57VAC@worldnet.att.7et
CONSULTING ENGWEERS
6650 South Vine Streec
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PLUMBING FIXTURE CONNECTION SCHEDULE
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SYSTEMS, INC. Wheat Ridge, Coiorado
CONSULTING ENGINEERS
6650 South Vine Street
Suite L- 10
Lit!eton. Colorado 80121
Phone: 303-7944822
Fax: 303-7942522
NOTESEE ORIGINAL CONTRACT DOCUMENT
DATED 03/20/02 FOR INFORMATION
NOT SHOWN HERE
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INTEGRATED ELECTRONICS, INC.
MECHANICAL ~ Md West 44th Ave. & I-70
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6s50 soutr, vine street Date 5/09/02 Revisions
suite L- i o
Littlecon, Colcrado 60121 Scale AS 5t10WN date descri~
Phone: 303-794-4822 05/09/02 WATER EN
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DATED 03/20/02 FOR INFORMAiION
NOT SHOWN HERE
C•R•E.S•A
P A R T N E R S
August 27, 2001
Ms. Kathy Field, Senior Secretary
City of Wheat Ridge
7500 West 29"' Ave.
Wheat Ridge, Colorado 80215
Dear Ms. Field,
~
This letter shall serve as the written narrative requirement for a pre-application meeting to be held on
Tuesday, September f4!2001. This narrative shall detail the proposed use of an existing lot as follows:
Av-Tech Electronics Inc. proposes to construct a steel structured, commercial use building on Lot #2, (195
acres), of the "44`h Industrial Park" with its address situated between 12850 and 13651 West 43rd Dr. The
Park consisfs of approximately twenty nine (29) lots previously subdivided and developed with necessary
infrastructure by 44 Eldridge LLC. The property is currently zoned far Light Industrial use and Av-Tech's
use will fall well within the guidelines prescribed by the planning and permitting depazhnents of the City of
Wheat Ridge.
Av-Tech's planned building use will include a building of approximately 20,000 square feet, consisting of a
metal skin with masonry architectural features, dock bay doors at the east and west sides of the building, its
front entrance on the southem side, with additional pedesirian exits per code requirements. AwTech's use
of the building consists of the receiving and shipping of electxonic automotive parts, and the installation of
electronic components on vehicles such as police cars, ambulances, fire trucks, ambulances, etc... Av-
Tech creates no chemical waste and utilizes common trash removal methods. Its typical weekly refuse
consists of items such as paper, cardboard and Styrofoam packing materials.
Av-Tech will house a variety of special use vehicles both inside and outside its building. A six foot high
perimeter fence will be erected surrounding the rear and west sides of the building to comply with site
requirements and provide security for its stored vehicles. As the building design is minimal per the FAR
requirement, compliance with all site, drainage, landscaping, setback requirements will be achieved with
minimal effort.
While this letter does not address every detail of the proposed use, we believe that, along with the attached
site plan, it will provide the planning deparhnent the necessary information to proceed with the requested
planning meeting. Thank you for your attention to this request. We look forward to meeting with you and
your staff.
Sincerely,
~ 4ffl~
Bruce E. Glass
cc: Mike Weber, President
AwTech Electronics, Inc.
Chris Greenwald
DCB Construction company, Inc.
Wheat Ridge Planning and Development Department oF wHEq>
~ o
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PRE-APPLICATION MEETING SUMMARY " m
°otoRaao
Date: ~ ~ Ser-t e,
Attending Applicant(s): P7,~(CAA(,. R>4 ~ Nl~ke Uve66..r Address/Phone:
ar,ALC- GrIass, cz,j~jw& A~,hW, chns Gt,&"V~-L
Attending Owner: Address/Phone:
Attending Staff: AkS'6h N~ PeS; C..QGa. ~ b j~12,n-~- l~lJ\jyf,v,
Address or Specific Site Location: 12651 w, 43ta
Existing Zoning: p~t~,
Existing Comp. Plan:
ApplicantlOwner Preliminary Proposal: Cp~~yy~ ~~o 000 ~ o~•u ,~how r~.. ~m~,n~., ~ wz(e hokC2
-ke ~v.s-kaU acussor'~c,S o++ Peku. Cxs, /~l,.~~us, hrc Trucks. CGOY14. o~.#-door
Will a neighborhood meeting need to be held prior to application submittal? 1\4-0
Planning comments:
o ~krte tA\S} 6e Sc.rcen sL.
o At1 WorK r~.kst ~ae, p~Fr•M..a ~.s
o(an~ • 1~vG~ I~s~,(~;~ fta`Q va1 ekttcd 20°7. oF l2.,6su2lxd area.
° ls 5i~,~ C~S}z~u -Fc'tz~e.J\e w.l\ weed -1o be wv"..iuk'..<S ckt.fe~ax{S.
Public Works comments:
o ~1P~:1 t'j[~na~2 ~ ~vSio+~ ~,'o~'"hb~ f l.Tr~ l~1r rCtu.Ke~A ~-A
0~
a Dt~rc w~ o.. ~ s~da. ~M1w~ ~ot rl5k(~G~G.d -1-~ ~'~c~1n'E ~h l l'W1n~' ou.{dPc~.. ~
x Z5')
° ~'cu,~ \t~l.~ w.\\ bc re~~areel ~1e+~_` 44t~= AtL
V
Building comments:
° P~A b-;,~ r" A-~c cou ~.y4c L,..nfv~ ~~arr Ma+~v~.
Streetscape / Architecturel Design comments:
° SFcuFSc-~e ~.r.,~vt.w.~y,,-k w~,ll ta.c rutu,~rcd - aois,~~ a c1e~c.4.s~• ••o~t1=
ir'.c.e1 uwA 3o-4a
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en -fw ~{~rt A;,e
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