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Project Name: VAIL GOLF COURSE STORAGE BUILDING DRB Number: DR6110396
Project Description:
REPLACEMENT OF THE STORAGE BUILDING LOCATED ON VAIL GOLF MAINTENANCE
PROPERTY
Participants:
OWNER TOWN OF VAIL 08/29/2011
75 S FRONTAGE RD
VAI L
CO 81657
APPLICANT VAIL RECREATION DISTRICT 08/29/2011 Phone: 970-477-5264
C/0 SCOTT 0'CONNELL
700 S FRONTAGE RD
VAI L
CO 81657
Project Address: 1278 VAIL VALLEY DR VAIL Location:
VAIL GOLF COURSE MAINTENANCE LOT
Legal Description: Lot: 1 Block: Subdivision: VAIL VILLAGE FILING 7
Pa rcel N u m ber: 2101-092-0000-3
Comments:
BOARD/STAFF ACTION
Action: CONCEPT
Conditions:
Cond: 200
(PLAN): A conceptual review is NOT a Design Review Board
a p p rova I.
Planner: Bill Gibson
D � � L� � � � Department of Community Development
75 South Frontage Road
tOWN OF VAlt' AUG 2 6 20i1 va�i, co sis5�
Tel:970-479-2128
TOWN OF VAiL WW�►•vailgov.com
Development Review Coordinator
Application for Design Review
Conceptual Review
General Information: A conceptual review may be requested by an applicant where new construction or ma-
jor changes are to occur on a property. A conceptual review does not serve as a final approval and an addi-
tional application is required for final review. The conceptual review is intended to allow the applicant to intro-
duce the project to the Design Review Board and receive comments. The DRB does not vote on conceptual
reviews.
Fee: $0
Single Family Duplex Multi-Family ✓ Commercial
Description of the Request: Please review our request to discuss the replacement of the storage
building located on the Vail golf maintenance property
Physical Address: 1278 Vail Valley Drive
ParCel Number: 210109200003 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Property Owner: Town of Vail
Mailing Address: �5 South Frontage Rd
Vail CO 81657 Phone: �970) 479-2138
Owner's Signature:
Primary Contact/Owner Representative: Scott O'Connell w/Vail Recreation District
Mailing Address: 700 South Frontage Rd. East
Vail CO 81657 Phone: �970) 477-5264
E-Mail: soconnell@vailrec.com Fax: �9�0) 479-2197
For Office Use Only:
Cash CC: Visa/MC Last 4 CC# Exp. Date: Auth# Check#
Fee Paid: Received From:
Meeting Date: �� < < DRB No.: ���I�U 3�C�
Planner: Project No: ��v���- V���,
Zoning: Land Use:
Location of the Proposal: Lot: Block: Subdivision:
l`-� `J � ..� \V/'.......�-.--.."'g�
D v
VAII RECREATION I
Q [ S T R i C T � AUG 2 6 2011
To: Design Review Board
From:Vail Recreation District TOWN OF VAl�Y______:
Date:08/26/2011
RE:Conceptual Review for Vail Golf Maintenance Storage Bldg.
This is an attachment to the DRB conceptual review application submitted by the Vail Recreation District regarding
the replacement of the storage bldg. located at Vail Golf Maintenance. The storage bldg.was identified as a "life
safety° item during the 2007 Borne Engineering report. Since that time the structure was temporarily reinforced
however we have been advised that we are currently on "borrowed time" regarding the structural failure of this
facility. A copy of the Borne assessment is also included in this packet.
Existing Conditions:
Golf Maintenance stora�e bld�.
This is the existing structure located at the Vail Golf Maintenance bldg. Please refer to the attached site plan for its
exact location on the property. This structure is on the South side of the property and borders with National
Forest Service land.
East side of structure
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Temporary structural support was installed to mitigate the"life safety" challenge however this is not a long term
solution. We have been advised on multiple occasions that it is in our best interest to either remove or replace the
structure as soon as possible.
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As shown in this photo the roof has shifted to within 1" of complete failure.
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Proposed Replacement
The town of Vail currently has a 3 bay storage facility constructed using prefabricated galvanized steel enclosures
built onto concrete walls. We would propose to build a similar facility(please refer to proposed engineering
diagram)to replace the existing structure. We would propose to have 2 bays open and one enclosed with a garage
and man door.
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Please feel free to contact me regarding any of the information above or if you would like to meet a member of
the VRD staff on sight to discuss this project further.
Thankyou _
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Scott F.O'Connell
Building, Facility& Maintenance Manager
Vail Recreation District
P:(970)477-5264
C: (970)390-9731
E:soconnell@vailrec.com
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Property Condition Evaluation Vail Recreation District
�f
E19. Storage Building - Structure �
-�-.. � `�;'���a�y��,� +
� � Y 9�� �
�'�* .,.a��i� ii 1 ��.
Location(s): South ofthe maintenance '„ ' i�''� �' �''"`t `
building. � ���a�� '��� �`
s ���r��w � �� � ��� �w���`
° �� �������, � �
Description: The timber bridge is constructed �. ' '��
with W10 steel beams, heavy timber planks a nd "��% �`"
3
concrete abutments. s � °'y "`'r �
&'�q?'",'
Condition: The storage facility at the golf 4:
course maintenance facility is exhibiting severe r �,,� � ' ;,
damage, distress and movement at several �� �'r � r��
locations. The center of rear concrete wall is ' `
cracked and displaced near the bottom of the � �� ��'��
wall approximately 1". The double tee roof �° ,
structure at the center of the facility has been ���
displaced so that only 1"of bearing rem ains for
the webs of the double tee roof on the webs of
the wall double tees. This will produce an
excessive amount of stress on the webs of the ;�
wall tees and can lead to premature failure. The ���°"' �
roof structure in the west ba of the facili is � �. .
Y tY p
severely deteriorated as evidenced by the � ' �`; ��, �
deflected roof tee flange and the cracking in the , �� ,�~ � �r �� '
flange due to the rusting of the flange steel � � � "��� a r � � ����` �� �; �� �
reinforcement. The facility shall be cleared of all � � �' ' `�e° '
items until a time that the referenced life safety �'��'��"��� ',� � � � ��'�
issues are addressed. This may include the `� �'��� ����=����
dismantling of the facility. ,.�,,� .�� �� � �
Age: 30+ years.
Expected Useful Life: 0 years.
Effective Useful Life: 30+ years.
Quantity(s): 1 each.
Action/Cost(s):
• As indicated in our September 18, 2006 life safety letter, the facility shall be
cleared of all items until a time that the referenced life safety issues are
addressed. Remove and rebuild the storage facility in 2007. Estimated cost:
$23,000.
Bornengineering Page 128 06162-934
Property Condition Evaluation Vail Recreation Distrid
E20. Low Slope Roofing I
e ,
�� �Y,. W�^"M,':° ,t F,�1 k..o
k
Location(s): Storage structure roof. �
•�'�.:.., _
Description: Modified bitumen roofing and
metal drip flashing. '
�
� -� k.;',
Condition: The modified bitumen r�oofinc� is in ��` � ` � �„
very poor condition. All of the cap sheet lap ��� �' �_
��
seams have failed, the granular surfacing has worn off the sheet in many locations.
The reinforcing felt in the membrane is also deteriorating. The failed roof has
resulted in substantial water intrusion that has helped facilitate the failure of the
structure.
Age: 30+ years.
Expected Useful Life: 30 years.
Effective Useful Life: 0 years.
Quantity(s): 1,000 square feet.
Action/Cost(s):
• None. This structure has been demolished.
E21. Asphalt Driving and Parking Area
� .
Location(s): Surrounding the maintenance ,.�,.,�.
building. "'�` - �`" � `
� ,
.
..��io�►
Description: Appeared to be full depth asphalt �
surface that is unbound around the e�erior '
perimeter. ��� , ""'�� �` ��`�
Condition: Fair condition.
Age: 10+ years.
Expected Useful Life: 16 t0 18 yea rs.
Effective Useful Life: 6 to 8 years.
Quantity(s): 17,200 square feet.
Bornengineering Page 129 06162-934
Vail Golf Club
Rehabilitation/Replacement Options Report
Page 13
Section 5 — Maintenance Shed Options
5.1 Background&Objective
The existing structure consists of three main structural elements, all of
which consist of concrete double-tee sections; the double-tee roof beams
(roo fl, double-tee counterfort wall columns (columns), and double-tee
retaining wall (wall). The side columns also serve as walls, but are referred
to herein as columns. The roof beams bear on the columns, some of which
on the webs of these columns, some on the flanges, and the rest on a corbel
attached to the wall flanges. The columns serve as counterforts to the
retaining wall. The retaining wall is braced at the base floor slab, at the
counterfort columns and at the top roof beams.
The roof beams have translated horizontally by approximately 3", and only
have approximately 1" of bearing remaining under the web, where
supported by the webs of the interior columns. We believe this is due to
direct soil load on the roofing element itself, and/or the bracing force
applied to the roofing element from the walls due to soiL In either event,the
system has insufficient anchorage for the applied horizontal force.
The retaining wall is also severely degraded, as is evidenced by the amount
of cracking, especially near the base. The wall system does not incorporate
a drainage system, so retained water travels thru the wall.
Due to the urgency of the roof beam support, a temporary shoring system
has been constructed. Supplementary vertical support is provided by screw
jacks at locations where the roof beams have marginal support. Horizontal
bracing is provided by diagonal timber braces between the roof beams and
wall columns. Pictures of the existing conditions and as-built temporary
shoring are provided in the appendix.
The wall condition is also urgent, but not as critical as the roof, and has not
yet been addressed. It is desired to provide means to ensure stability of the
existing structure as a short term solution. It is also desired to replace the
structure as soon as practical. Should the existing structure be required to
remain for more than a year, the wall should be rehabilitated. An,�
rehabilitation should be considered a temporary short-term solution to safelv
extend the life of the structure, rather than a long-term fix. The existin�
shed should be replaced as soon as practical.
5.2 Maintenance Shed Option A—Shore&Rehabilitate
The temporary shoring is complete. The remainder of the rehabilitation
would consist of addressing the retaining wall. A soil nail wall would be the
most economical means of ensuring a restoring the retaining structure. This
system would initially consist of constructing soils nails, as described for
Tee Box #7, thru the existing retaining wall. Wire mesh reinforcing and
shotcrete would then be placed directly against the existing wall.
Vail Golf Club
Rehabilitation/Replacement Options Report
Page 14
Drainage of the proposed wall must also be carefully considered. The soil
nail wall could be designed to retain the full soil and hydrostatic forces
behind the wall, but this could introduce secondary effects, such as
buoyancy beneath the structure, and is therefore not recommended. Soil nail
walls are typically designed with drain strips behind the shotcrete surface
that feed into drainpipes or weep holes. The drain strips are typically placed
against the excavated soil face, but in this case, would be placed against the
existing wall. Despite this difference, we believe the drainage would still
function properly. The drainage must then be transported across the
concrete floor slab. Excavating trenches beneath the floor slab, or drainage
swales above the floor slab would accomplish this. For overall ease of
construction, we recommend installation of drainage swales above the floor
slab.
53 Maintenance Shed Options B &C—Shore &Replace
The timeframe for replacing the existing structure is unknown at this time.
We recommend that the aforementioned shoring and rehabilitation only be
considered as short-term emergency measures to keep the structure from
collapsing. Option B consists of utilizing the existing soil nail walls, and
replacing the existing building in its current geometry.
For the replacement structure, it is desired to maximize the available storage
shed area. Option C includes increasing the available area, and can be
accomplished by either of two means; lengthened into the hillside or
widened on either end.
The existing distance between the existing shed and the U.S. Forrest Service
boundary is approximately 14 feet at its west end and approximately 25 feet
at its east end. The topography is relatively flat between the shed and
Forestry boundary. The replacement shed can be lengthened than existing
by placing its back wall immediately adjacent to the Forestry boundary. A
soldier pile wall is recommended in this instance, as it would cause no
temporary or permanent impact to the Forestry land.
Land is also available to the east and west of the existing maintenance shed
that would allow the replacement structure to be wider than existing. Based
on the general site topography, we recommend that any widening be
oriented to the east of the existing shed. A storage pit area exists to the east
of the maintenance shed that is enclosed within a two tier concrete retaining
wall. The minimum distance between these two structures is approximately
50 feet, and is entirely available far widening of the shed. Conversely, the
existing walls could be extended to the south and west, behind the existing
shed. A building frame could then be enclosed on all or a portion of the
extended two tier concrete wall. Please see the appendix for a plan view of
this concept.
Vail Golf Cluh
RehabilitationlReplacement Options Report
Appendix
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Maintenance Shed:As-huilt temporary shoring. Maintenance Shed:Snow load deflection of roof heams.
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APPENDIX 14- Maintenance Shed
Existing Conditions Photographs