HomeMy WebLinkAboutB10-0381NOTE; THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
�owxo�vn¢
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD /ALT COMM BUILD PERMT Permit #: B10 -0381
Job Address: 292 W MEADOW DR VAIL
Location......: DOBSON ICE ARENA
Parcel No....: 210106407005
OWNER TOWN OF VAIL 10/15/2010
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT VAIL RECREATION DISTRICT
700 S FRONTAGE RD E
VAIL
CO 81657
License: 992 -B
CONTRACTOR VAIL RECREATION DISTRICT
700 S FRONTAGE RD E
VAIL
CO 81657
License: 992 -B
10/15/2010 Phone: 970 -477 -5264
10/15/2010 Phone: 970 - 477 -5264
Description:
DOBSON ICE ARENA: ADD STRUCTURAL SUPPORT TO EXISTING
ZAMBONI 'BRIDGE" AND ADD RECHARGING STATION TO ZAMBONI
GARAGE
Occupancy:
Type Construction:
Project #:
Status .. :
ISSUED
Applied . . :
10/15/2010
Issued...:
10/22/2010
Expires ...:
04/20/2011
Valuation: $1,000.00
Total Sq Ft Added: 0
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR I ION SHALL BE MAD -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM -4:00P
(o p
Signature of Owner or Contractor 11 ate
Print Name
bld_a It— construction_perm it_041908
FEE SUMMARY * xxxxxxxxxxxxxxxxxxY} YY+!}*+++}}++++}*++** x}** x* *xxxxx*x }xx}+xxxxxxxxxxxxxxx
*x*
Building Permit Fee - --->
$38.75
Will Cal Fee ---- --- ------ >
$4.00
Total Calculated Fees------ - - - - ->
$67.94
Plan Check----- - - - - ->
$25.19
Use Tax Fee------ - - --->
$0.00
Additional Fees — -------- -- ------- >
($67.94)
Add'I Plan Check Hours-
$0.00
Restuarant Plan Review - - - - ->
$0.00
TOTAL PERMIT FEES-------- - - - - ->
$0.00
Investigation--------- - - - - ->
$0.00
Recreation Fee-------- ----- >
$0.00
Payments - - - -- - -- - - - ->
$0.00
Total Calculated Fees--- - - - - ->
$67.94
BALANCE DUE- - - - - -- - - - ->
$0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR I ION SHALL BE MAD -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM -4:00P
(o p
Signature of Owner or Contractor 11 ate
Print Name
bld_a It— construction_perm it_041908
APPROVALS
Permit #: B10 -0381 as of 10 -22 -2010 Status: ISSUED
Item: 05100 BUILDING DEPARTMENT
10/20/2010 Martin Action: AP Electrical only
plus structrual
Item: 05110 ELECTRICAL REVIEW
kkkkkkkkYY4YYY# 4# Y4# kk* 4kkkkkkkkY4YYYk** 444k4kkkkkkkkkkkkk# kkkkkkkkkkkY4Y*#* YY*# kR##** kkkkkkkkkkkkkkkkk4YY* 4kkkkkkkkkkkkkkkkkkk4kkY* 4444kkkkk* RRkkkkkkkkkkkkkkYkkYYYYYYY4Y #Yk #k##4kk#
See the Conditions section of this Document for any that may apply.
bld_alt_ construction _perm it_041908
CONDITIONS OF APPROVAL
Permit #: B10 -0381 as of 10 -22 -2010 Status: ISSUED
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
bld alt construction_permit_041908
TOWN V�VAii
Town of Vail Community Development
75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT
Job Address: 292 W MEADOW DR VAIL
Location.......: DOBSON ICE ARENA
Parcel No.....: 210106407005
OWNER TOWN OF VAIL
C/O FINANCE DEPT
75 S FRONTAGE RD
VAIL
CO 81657
APPLICANT BEST ELECTRIC, THE
10/15/2010
P 0 BOX 273
EAGLE
CO 81631
License: 101 -E
CONTRACTOR BEST ELECTRIC, THE
P 0 BOX 273
EAGLE
CO 81631
License: 101 -E
10/15/2010 Phone: 970 - 328 -1610
Permit #...:
Project #..:
Issued......:
10/15/2010 Phone: 970-328-1610
E10 -0275
PRJ10 -0701
10/22/2010
Desciption of Work: DOBSON ICE ARENA: ADD RECHARGING STATION TO ZAMBONI GARAGE
Valuation: $500.00 Square feet: 0
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 42
(BLDG 2009) CARBON MONOXIDE DETECTORS REQUIRED TO BE INSTALLED PER 2009 IRC R315
INSPECTIONS
If more than two inspections are performed an additional inspection fee will be applied for each inspection requested /needed.
All electrical inspections are performed on Tuesdays and Thursdays. Requests must be received the day before and not later
than 4 p.m.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinance state laws, and to build this structure according to the towns zoning and subdivision codes,
design review appro d ernational Building 2nd_13esiiclential Codes and other ordinances of the Town applicable thereto.
SIGNATURE: /1—r / Date OIZ2110
(Master / homeowner / or non - licensed contractor performing work)
PRINTED NAME: S"JA F y,co 11t I(
elec_permi 100109
************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
TOWN OF VAIL, COLORADO
Statement
************************************************************* * * * * * * * * * * * * * * * * * *
* * * * * * * * * * * **
Statement Number: R100001670 Amount: $193.75 10/22/201012:57
PM
Payment Method:Credit Crd Init: LC
Notation:
credit card
from Scott O'Connell VRD
-----------------------------------------------------------------------------
Permit No: E10 -0275 Type: ELECTRICAL PERMIT
Parcel No: 2101 - 064 - 0700 -5
Site Address: 292 W MEADOW DR VAIL
Location: DOBSON ICE ARENA
Total Fees:
$193.75
This Payment: $193.75 Total ALL Pmts:
$193.75
Balance:
$0.00
************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------- - - - - -- ------------------------ - - - - -- ------
00100003111100, GFPO ELEC PERMIT FEES- GFP012
- - - - --
85.00
EP 00100003111100 ELECTRICAL PERMIT FEES
30.00
PF 00100003112300 ELEC PLAN REVIEW
74.75
WC 00100003112800 WILL CALL INSPECTION FEE
4.00
BUILDING PERMIT APPLICATION
�►E JZow -rc ►o V�AkTIA
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. �- mpty.1 N�
Project Street Address:
321 Lionshead Circle
(Number) (Street)
Building /Complex Name: Dobson Ice Arena
Contractor Information:
Company: Vail Recreation District
Office Use:
Project #: �f'� 10-0-701
(Suite #) DRB #: Ai 14
Building Permit #: ��(� — n38%
Company Address: 700 South Frontage Rd East
City: Vail State: CO Zip: 81632
Contact Name: Scott F. O'Connell
Contact Phone: (970) 477 -5264
E -Mail soconnell @vailrec.com
Town of Vail Cgsoractor Registration No.: 9928
X �f-
Contractor Signature (required)
Property Information
Parcel #: 210106407005
(For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or
visit www.eaglecounty.us /patie)
Tenant Name: Vail Recreation District
Owner Name: Town of Vail
Valuations (Labor & Materials)
Building:
500.00
Plumbing: $ N/A
Electrical: $ 500.00
Mechanical: (including fireplace) $ N/A
Total: $1,000.00
Lot #: Block # Subdivision:
Detailed Scope and Location of Work: Add structural
support to existing Zamboni "bridge" & add
recharging station to Zamboni garage
(use additional sheet if necessary)
Work Class:
'
:New( ) Addition ( ) Remodel (V(, Repair(
) Other( )
Work Type
Interior (�) Exterior ( ) Both ( )
Type of Building:
". Single - Family ( ) Duplex ( ) Multi - Family ( )
Commercial V) Other ( )
Does a Fire Alarm Exist? Yes (�
No ( )
Monitored Alarm? Yes (�
No( )
Does a Sprinkler System Exist? Yes (y1f)
No ( )
# & Type of Existing Fireplaces: Gas Appliances
Gas Log Wood /Pellet Wood Burning
# & Type of Proposed Fireplaces: Gas Appliances
Gas Log Wood/Pellet
Wood Burning
1
ND ���fl��
Date Received:
OCT 14 2010
TOWN OF VAIL
15 -May -10
STRUCTURAL SPECIFICATIONS
1) Structural steel shall be ASTM A36 or better except, tube steel columns (noted on
plans as TS, in manual as HSS rectangular or square) which shall be A500 Grade
B (Fy --46 ksi) or better, anchor bolts and bolts shall be A307 or better. All
structural steel is to be detailed, fabricated, painted and erected in accordance with
AISC STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD
PRACTICE. All welding to be performed by a certified welder and conform to
RISC and AWS STRUCTURAL WELDING CODE, 2000, all electrodes to be
EE -70XX . Grout beneath all base plates shall be non - shrink epoxy with
minimum 28 day compressive strength of 5000 psi. All Epoxy Anchors to be
installed according to manufacturer's specifications and details.
2) Live loads used for design -
-Zamboni (original) -8680# with maximum wheel weight of 2715 #.
- Zamboni (new)- 120009 with maximum wheel weight of 37509.
3) All construction must comply with the 2009 International Building Code as
APPRCjcftthe Town of Vail Building Department and the "General Conditions of
t for Construction" (AIA Document A201).
e;f
COn1rT1U kntiieir final ositions ro erl braced and
/i?}t f1�r F P P P Y ` 6!ding Sa tip dunng -cons r i"p) be necessary to temporarily shore portions
f the structure while other po ioa being constructed. Contact the engineer
Ser. for consultation as required.
"0'—' eneral Contractor is responsible for all non - specified connections, contact
en ,ineer for details as requiieOlThe engineer is to approve all structural
not be - substitutions. 311
any of :. s _ _:.. 6) General Contractor is to cocricl to all diaphragm penetrations (i.e., chimneys,
jUnsdiC t.- j Cis, plumbing, sewers, etc) through floors, walls, roofs and foundation walls with
provision3 cf u C er C �;nanceRppropriate sub - contractors.- -AA&al Contractor is responsible for the means,
valid. Th", I Zug co of a PC), m Cased o ethods, techniques sequen2���,�,,�rocedures, workmanship, seasonal scheduling
other data hall rct prcvet't iho building dad job -site safety associAt�tl`it l this project. The General Contractor is to
COrreCfC?t f - �� ti� • all dimensions and ele tions with the architectural drawings. Notify
c n3truction doL }}'�
building c,:*: ," zed t0 revr of al I conflicts ddi�sions between various elements of the working
structur` 4 ! ' w� of this code O pp,v��g�g . d the existirii tions prior to commencing with that portion of the
this jurisdsCtiC , prol�ect`.YGeneral Contract�i�i� o inspect remodel projects and verify prior use and
proper disposal f "emica ls (i.e., asbestos, etc.) as required by code.
PLANS EXAMINER; 11 m0 a SsVd or moisture conditions shall be treated for
these conditions t.atment, staining, painting, damp roofing,
membranes, flashing, etc.) as required by code. All materials to be treated or
protected for fire resistance as required by code.
O
0 FIFT Py
Town of Vail
EXISTING TS 2x2x3/16
TO REMAIN \
114" N 2" @ 6"
1/4" V 2" @ 6"
w
M�
3/4" PLATE 2 1/2" WIDE 21/2"
BELOW EXISTING TS
2x2x3/16 - EXTEND
COLUMN TO COLUMN.
A DETAIL A
S 1 1/2" = 1'-0"
P"2
S 4. 9 A-
1v
0 114" FILLET WELD 2" LONGS
ON TWO OPPOSITE EDGES'
MIN. (TYP. 5 NEW JOISTS) n.}
Cl) (0 T_
1 M I
X X x
—H, 04 EQ. EQ. BASE PLATE BELOW
TO MATCH EXISTING
0 Q — BASE PLATES
L
ADD 3/4" PLATE 2 1/2" — —
WIDE BELOW EXIST.
TS 2x2x3/16 COL. TO $� p EXISTING TS 2x2x3/16
\COL. �� FRAME TO REMAIN
TYPICAL
TRACKS OF / F'
ZAMBONI d a
EXISTING TS 2x2x3/16 _
ZZ COLUMNS TO
Z Q
o W X REMAIN TYPICAL
04
N Q O N
CC
~ W O
_ a U _J
- N z v0
ADD 3/4" PLATE 2 1/2"
WIDE BELOW EXIST. A - __ Z U) J
TS 2x2x3/16 COL. TO S 1 H co
COL.
CD m
EXISTING FNDN. o O
EXISTING FNDN. WALL TO REMAIN cV 0
WALL TO REMAIN lY
W
Cm
G
W
W
PIT FLOOR FRAMING
1/2" = 1' -0"
.pal
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S1 of �
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o
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a)
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6
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a
TRACKS OF / F'
ZAMBONI d a
EXISTING TS 2x2x3/16 _
ZZ COLUMNS TO
Z Q
o W X REMAIN TYPICAL
04
N Q O N
CC
~ W O
_ a U _J
- N z v0
ADD 3/4" PLATE 2 1/2"
WIDE BELOW EXIST. A - __ Z U) J
TS 2x2x3/16 COL. TO S 1 H co
COL.
CD m
EXISTING FNDN. o O
EXISTING FNDN. WALL TO REMAIN cV 0
WALL TO REMAIN lY
W
Cm
G
W
W
PIT FLOOR FRAMING
1/2" = 1' -0"
.pal
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S1 of �
1� Job Name:
Job Address: a12 W. V-1
Tp�RIMOFTIML Permit No.: CS 10 -0581.
SPECIAL INSPECTION AND TESTING AGREEMENT
(To applicants of projects requiring Special Inspection or Testing per Section 4701 of the I13C)
The owner or his/her representative, on the advice of the design professional in responsible charge, shall
complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests
Scheduled to the Town of Vail for review and approval. Signatures are required on both pages;
photocopied or faxed signatures are acceptable.
The owner and his /her general contractor, where applicable, shall also acknowledge the following
conditions applicable to Special Inspection Testing:
1. Contractor is responsible for proper notification to the Inspection or Testing agency for items
listed.(Page 1) (IBC 1704)
2. Only the testing laboratory should take samples and transport them to their laboratory.
3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing
agency on a weekly basis.
4. Inspection agency to submit names and qualifications of on -site special inspectors to the Town of Vall
for review and approval.( Page 2)
5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of
any concerns and /or problems encountered.
6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional
inspection or testing requirements that may be noted. A pre- construction conference at the Job site is
recommended to review special inspection procedures.
7. The special inspector shall use only the Town of Vail approved drawings.
8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to
required Inspections or re- inspections.
BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and
sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not
tested and/or inspected shall be noted in this statement. A copy of the statement shall be maintained at the
job site for the Building Inspectors review prior to final inspection.
Acknowledgement:
Owner:
Signature Print Name Dale
Special Inspec '
Agency:
Sign lure Print Name
/� Q Dale
Project �j,��/�1��� /L17`Lil���
ArchlEng: /' //
Contractor: . /..�%� �' �G� —�-✓ �l S'-4k C-- JD 2 to
Signature Print Name I Date
-3-
� IE C EP H W E
NOV 1 % 2010
TOWN OF VAIL
t
TOWNOFVAIL, SPECIAL INSPECTION AND TESTING SCHEDULE
(IBC 1704)
Project Name: �o'ovn Z c� Q��� ZtG .��,,,; Q <�Scc'� Permit # X10 —0351
Owner's Name: _
Testing Inspecfi6R C Print NAgency:
Testing Inspection Signature Print Name Date
Hereby certifies that the Testing /Inspection Agency named above has been engaged to perform structural tests and
inspections during construction as checked••below, to satisfy all applicable portions of the Building Code.
Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed
were reported. Any Items checked but not tested or inspected will be noted and explained. Whenever any designated
items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give
timely notice to the Inspection agency so that the required services may be performed.
REINFORCING STEEL:
Tensile & Bend, one set per heat per tons
Inspection of Placement
Inspection of Welding
Epoxy
MASONRY:
Prelim. Acceptance Tests (Masonry Units, Wail Prisms)
Subsequent Tests (Mortar, Grout, Field Wall Prisms)
Inspection of Placement and Grouting
CONCRETE, SHOTCRETE, GROUT AND MORTAR:
Concrete
Shot
Grout
Mortar
Aggregate tests for design
Suitability of aggregates
Mix Designs
Test Panel
Batch Plant Inspection
Cement Grab Sample
Inspect Placing
Compression Tests
Cast Specimens
Pick -up Samples
Shrinkage Bars
Yield Check
Air Check
Dry Unit Weight
PRECAST CONCRETE:
Reinforcing Tests
Inspection of Reinforcing Placement
Tendon Tests
Inspection of Tendon Placement
Inspection of Concrete Placement
Inspection of Concrete Botching
Inspection of Panel Attachment & Inserts
Compression Tests
Inspection of Stressing/Transfer
PILING, CAISSONS, CAPS, TIES:
Inspection of Reinforcing Placement
Inspection of Concrete Placement
Inspection of Concrete Botching
Specify other tests, inspections or special instructions required.
IN
UNDERPINNING:
Temporary/Permanent
Inspection of Steel Fabrication
Inspection of Reinforcing & Forms
Inspection of Concrete Placement
Inspection of Tiebacks
SOIL NAILS:
Temporary Shoring
Permanent Wall
STRUCTURALSTEEL:
Sample & Test (List specific members below)
Shop Identification & Welding Inspection
Shop Ultrasonic Inspection
Shop Radiography
—� Field Welding Inspection
_ Field Bolting Inspection
Field Ultrasonic Inspection
Field Radiography
Metal Deck Welding Inspection
FIREPROOFING:
Inspection & Placement
SOILS:
Acceptance Tests
Moisture - Density Determination
Field Density
Drilled Piers
Deep Foundation
STRUCTURAL WOOD:
Inspection of Fabrication
Inspection of Truss Joint Fabrication
Sample & Test Components
Inspection of Glu Lam Fabrication
SMOKE CONTROL:
SPECIAL CASES:
SPECIAL INSPECTION:
Seismic Resistance
Wind Requirements
November 15, 2010
Subject: Summary of Structural Steel Special
Inspection Services, Dobson Ice Arena
Improvements, Vail, Colorado
Job Number: 10 -6592
TOV Permit Number: B 10 0381
Town of Vail Recreation District
700 S. Frontage Road
Vail, Colorado 81657
Attn: Mr. Scott O'Connell,
This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND)
performed during the improvements to Dobson Ice Arena, located in Vail, Colorado. The special
inspection services were performed at times scheduled by the Client, Contractor and /or
Subcontractors.
The structural steel welded and bolted connections for the improvements to the Zamboni Garage were
observed during construction by a certified welding inspector (CWI). These observations were
completed on October 28, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our
observations on this date and the documentation received from the Contractor, it is our opinion that the
materials tested and /or observed for the structural steel improvements were in general accordance
with project plans, specifications, or applicable RFI's.
The observations and materials testing as indicated above were performed periodically to provide data
to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of
the tested materials and /or work with the contract documents at the times of our observation and
testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's
work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services,
means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring
that any Contractor or Subcontractor performed or completed the work in accordance with the contract
documents or construction industry standards.
If you have any questions concerning this letter, please contact our office
Sincerely,
GROUND Engineering Consultants, Inc.
Eva4Kuh
3`1122 !40
Reviewed by Michael K. Wariner, P.E.
RouHn
ENGINEERING CONSULTRNTS INC.
1008 3`d Avenue, Grand Junction, CO 81501 Phone (970) 242 -4300 Fax (970) 524 -0721 www.grotuideng.com
Office Locations: Englewood 0 Commerce City Loveland Granby Gypsum Grand Junction
[GROUND
ENGINEERING CONSULTRNTS
VISUAL OBSERVATION REPORT
Project Name: Dobson Ice Arena
Project No: 10 -6592
Client: Vail Recreation District
Address: 700 S. Frontage Road
Vail, CO 81657
Attn: Mr. Scott O'Connell
Date: October 28, 2010
Report No: 1
As requested, a representative of GROUND arrived at the project site to observe floor
reinforcement connections.
The following is a summary of the observations performed on this date:
1) Observed the floor reinforcement welded connections at the Zamboni Garage and
found them to be visually acceptable per AWS D1.1 -08, Table 6.1., but will be
considered in non - compliance until receipt of the Welding Procedure Specifications
(WPS's) and Welder Qualification Test Records (WQTRs) for all welders on this
project.
a. WPS/WQTR's received 10/29/2010
Scott with Vail Recreation District was present during our observations and received a copy of
this report.
Submitted By:
GROUND Engineering Consultants, Inc.
Billy Horn
Field Representative
South Metro Office North Metro Office Gypsum Office
41 Inverness Drive East 7393 Dahlia Street, P.O. Box 464
Englewood, CO 80112 -5412 Commerce City, CO 80022 -1834 Gypsum, Colorado 81637
Tel: (303) 289 1989 Tel: (303) 289 1989 Tel: (970) 524 0720
Fax: (303) 289 1686 Fax: (303) 289 6742 Fax: (970) 524 0721
11 -18 -2010 Inspection Request Reporting Page 25
_7:05 am Vail, GO - City Of
Requested Inspect Date: Thursday, November 18, 2010
Inspection Area: JRM
Site Address: 292 W MEADOW DR VAIL
DOBSON ICE ARENA
A/P /D Information
Activity: B10 -0381 Type: A -COMM Sub Type: ACOM Status: ISSUED
Const Type: Occupancy: Use: Insp Area: JRM
Owner: TOWN OF VAIL
Contractor: VAIL RECREATION DISTRICT Phone: 970 - 477 -5264
Description: DOBSON ICE ARENA: ADD STRUCTURAL SUPPORT TO EXISTING ZAMBONI 'BRIDGE" AND ADD
RECHARGING STATION TO ZAMBONI GARAGE
Requested Inspection(s
Item: 90 BLDG -Final Requested Time: 08:00 AM
Requestor: VAIL RECREATION DISTRICT Phone: 970 - 390 -9731 scoff
Assigned To: MHAEBERLE Entered By: SBELLM K
Action: Time Exp:
Inspection History
Item: 30 BLDG - Framing
Item: 90 BLDG -Final
REPT131
0
Run Id: 12193