HomeMy WebLinkAboutVista Bahn Building Common Area 6 . __..
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�'*"" . . D�;,�� n Review Action FG�
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- TOWN OF VAIL
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Category Number Date
Project Name: � � '+��� � � �� � ��� � �
Building Name:
ProjgctDescription: - � �- ° �" `` �' i`:`' '
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Owner, Address and Phone: y" a�a��-4 �r '' � S-,ti� �t N�'f°�G^
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Architect/Contact, Address and Phone: ` �-�
Legal Description: Lot Block ' Subdivision 4 ` ' %°, 7 a` Zone District
Project Street Address:
Comments:
Board / Staff Action
Motion by: "�'r�� ' ��AO� Vote: `�'� �
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Seconded by: �. � -
❑ Approval
❑ Disapproval �
❑ Staff Approval �
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♦ S
November 22, 1996
Mr. Mike Mollica
Assistant Director of Community Development
Town of Vail
' Dear Mike,
Pursuant to the discussions at our meeting yesterday, enclosed please find the
� applicarion for minor alterations to our e�sting approvals. The specific items we
discussed were as follows:
� � ' A. We are requesting to change some of the doors and windows located on the
� Southeast and South sides of the building. Enclosed you will find the revised
elevation and specifications of the revised doors.
B. Enclosed please find the specifications for the lantern lights that are proposed
for the building. The locations of these lights has not changed.
C. Enclosed please find samples of the requested color changes to the exterior of
the building. As you will recall, the color change (from maroon to forest green)
for the cladding of the windows has been approved and you have the sample of the
new window colors. The enclosed colors are intended to maintain the color
schemes used in the Village, but more appropriately match the new window colors
and create a feeling of identity and warmth for the building.
D. Finally, we are requesting to delete the requirement that all of the flower boxes
be irrigated. The estimated cost to irrigate the flower boxes is $20,000 to
$25,000. Additionally, I am being told by our contractor J. L. Viele Construction,
Inc. that the operation this "irrigation system" is fraught with problems.
Mi , th s for the opportunity to discuss these issues with you. Please feel free
t call any addirional questions.
S c ,
. �i
enn M. Heelan
Manager
cc: Margretta Parks
Charles Davison
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D$SIGN R.SVIEW BOARD APPLICATION - TOWN OF VAIL, COLORP,DO
' DATE RECEIVED: �nVC�6er� Z�, !99(0
DATE OF DRB MEETING: .
*****�w***
r�TG p�-pT gTg Appr,rGATr p�r� �n v NOT BS SCHEDiJLED FOR REVIEW
**********
I. pRO��GT �'ORMATTON:
A. DESCRIPTION• T�� v'�'�-� ����'p'G"� Cw
q .� "'�2�c�
c - ��
B. TYPE OF REVIEW:
New Construction ($200.00) ��Iinor Alteration ($20.00)
Addition ($50.00) Conceptual Review ($0)
C. ADDRESS: 2Q8 ��-� ��''' ��� �
D. LEGAL DE5CRI��PION: �,Ot L B1oCk �'
� Subdivision V�A-��. �`'���° T�' �``��' ' --
If property is described by a meets and bounds legal
description, please provide on a separate sheet and attach
to this application.
E. ZONING: ��'�E����" `� " " —�
F. NAME OF APPLICANT: N► �`0�" �'��S �-
�a ling Address : • 0� Z.�
�1'�nr1��, Phone �
G. NAME OF APPLICANT' S REPRESENTATIVE:
Mailing Address:
� Phone
H. NAME OF OWNER(S) : �
�
. .
M ilin ddress:
�. � � S Phone ' �
APPLICATIONS WILL NOT BS PROCESSED WITHODT OWNER�S SIGNATi1RE
I. Condominium Approval if applicable.
J. DRB FEE: DRB fees, as shown above, are to be paid at the
time of submittal of the DRB application. Later, when
applying for a building permit, please identify the accurate
valuation of the proposal. The Town of Vail will adjust the
fee according to the table below, to ensure the correct fee
is paid.
r nvonv #. T1amR. AY!
F�.+iS YA1L � �+z �n **
FF.F. scxFDLn.E:
� o - io ao.00
, 001 - $ 50, 000 $ 50.00
� 50, 001 - $ 150, 000 $100 .00 . �
$150, 001 - $ 500,000 $200.00
�5oo, 00i - �i,000, 000 �QOO.00
$ Over $1, 000, 000 �500.00
DESIGN REVIBW ,HOARD APPROVAL SXPIRBS ONE YBAR AFT$R FINAL
APPROVAL UNL$SS A BUILDING P$RMIT IS ISSIIED AND CONSTRUCTION
IS STARTED. •
1
c .
w� .,,n,,,,,� .,
� II. PR$-APPLICATION �TING: `�" ° e � .
A pre-application meeting with a member of the planning
` staff is encouraqed to determine if any additional
application information is needed. It is the applicant ' s
responsibility to make an appointment with the staff to
determine if there are additional submittal requirements.
Please note that a COMPLETE application will streamline the
review process for your project. �
III. IMPORTANT NOTICg R$GARDING ALL SUBMISSIONS TO THS DRB: �
A. In addition to meeting submittal requirements, the
applicant must stake and tape the project site to �
indicate property lines, building lines and building
corners. All trees to be removed must be taped. All
site tapinqs and staking must be completed prior to the
DRB site visit. The applicant must ensure that staking
done during the winter is not buried by snow.
B. The review process for NEW BUILDINGS nozmally requires
two separate meetings of the Desiqn Review Board: a
conceptual review and a final review.
C. Applicants who fail to appear before the Design Review
soard on their scheduled meeting date and who have not
asked in advance that discussion on their item be
postponed, wi11 have their items removed from the DRB
agenda until such time as the item has been
republished. �
D. The following items may, at the discretion of the
zoninq administrator, be approved by the Community - . .
Development Department staff (i.e. a formal hearing �
before the DRB may not be required) : •-
a. windows, skylights and similar exterior changes
which do not alter the existinq plane of the
buildinq; and
b. suildinq additions not visible from any other lot
or public space. At the time such a proposal is
submitted, applicants must include letters from
� . adjacent property owners and/or from the agent for
or manager of any adjacent condominium association
statinq the association approves of the addition.
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood plain, debris flow,
wetland, etc. ) , a hazard study must be submitted and
the owner must sign an affidavit recognizing the hazard
report prior to the issuance of a buildinq permit.
Applicants are encouraged to check with a Town Planner
prior to DRB application to determine the relationship
of the property to all mapped hazards.
F. For all residential construction:
� a. Clearly indicate on the floor plans the inside
face of the exterior structural walls of the
buildinq; and
b. Indicate with a dashed line on the site plan a
four foot distance from the exterior face of the �
building walls or supporting columns.
G. If DRB approves the application with conditions or �
modifications, all conditions of approval must be
addressed' prior to the application for a building
permit. •
2
, �
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. r--�"'► �.�.1
NAME O�' PROJECT: , � ��-- � ��„� ,�� '
G � SUSDIVISION
LEGAL DESCRIPTION: LOT BLOCK �
STREET ADDRESS: 29 g ��'�� '�'�`''�'�`
The following information is required for submittal to the Design
Review Board before a final approval can be given:
A. BUILDING MAT$RIALS: TYPB OF MAT$RTAT• COLOR
� Roof
��e. ��/v��p�a. �Z�Jc�Sal)
Siding
�
Other Wall Materials �G<<'
Fascia
Soffits
Windows
Window Trim
Doors
� Door Trim �
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Retaininq Walls
Exterior Liqhting
Other
B. LANDSCAPING: Name of Designer:
Phone:
�
7
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T 0 � OF UAIL
1309 Vail Valley Drive Department of Public Works/Transportation
Vail, Colorado 81657
303-479-2158/FAX 303-479-2166
November 27, 1996 Sent via FAX & mail
Mr. James L. Viele
J.L. Viele Construction Inc.
1000 S. Frontage Road
Vail, Colorado 81657
Dear Jim:
Thank you for your response to my previous letter outlining the conditions for continuation of
work at the Vail Village Club project.
Upon revie`�ing your response, we remain convinced there is a strong need to control the
construction delivery activities at the project site, which impacts are caused by the Vail Village
Club project.
After discussina the Town of Vail's draft response with the Town Council during their work
session yesterday afternoon, the following conditions must be adhered to if we are to continue
progress on your project and at the same time be sensitive to the surrounding business's and to
our guests. At this point. these conditions are non-negotiable.
Our previously stated condition of the developer financing the entire Community Safety Officer
(CSO) position remains unchanged. However, in consideration of your comment regarding the
"unfairness" of having to finance 100% of the CSO position, we will assess the actual impacts of
the project construction activities and deliveries for the period between November 28, 1996, until
January 12, 1997, to determine if it is unreasonable to have you totally finance this CSO
position. •
In addition to the above referenced CSO position, beginning on November 28, 1996,
(Thanksgiving) until April 15, 1997, the following project conditions will apply:
o Work Hours.
- E�eriQr_�ork ONLY, Monday thru Friday, 8 am to Spm. No exterior work
will be allowed on Saturday, Sundays, or holidays until April 15,199'.
- Int�'i4r�rk ONLY,Monday thru Friday, from 8am to Spm. This is a further
restriction from the original conditions, again due to the impacts on the
surrounding area.
- Additionally, in�eri4r_�ork will be allowed once the exterior has been "hard
sided" and not wrapped in plastic or other similar material. No interior work
will be allowed on Saturday, Sunday, or holidays until April 1 S, 1997.
o Construction supplies/material deliveries will be done Monday thru Friday only from
7am to 2pm.
o Your request to roof during the period of December 28, 1996, to January 4, 1997, is
denied. This would occur during the most intense time of the season and would
again be disruptive.
o Throughout the ski season, you will be required to do exterior snow removal on the
project site.
o Employees will continue to be required to park off site at the parking structure or
Ford Park.
We continue to believe these conditions are fair and equitable to the developer, contractor, and to
the communiry. If you have any questions or concerns, please call me directly at 479-2173.
Sincerely,
L . Grafel
Director
Xc: Vail Town Council
Bob McLaurin, Town Manager
Pam Brandmeyer, Assistant Town Manager
Greg Morrison, Chief of Police •
Susan Connelly, Director of Community Development
✓Nlike Mollica, Assistant Director of Community Development
Larry Pardee, Construction Inspector
1�1�-�— (�,�-�c,�,�-�
�
�,
��
TOWN OF VAIL
75 South Frontage Road Office of the Town Manager
Yail, Colorado 81657
970-479-2105/Fax 970-479-2157
November 18, 1996
VIA TELECOPIER
Mr. Glen Heelan
Post Office Box 5770
Avon, Co 81620
Dear Glen:
I wanted to take a moment to confirm our conversation of November 11, 1996. There were four
issues concerning the Serrano's project. They were preparation of an easement for improvements
along the Town of Vail stream tract to the east of Serrano's,the payment of the parking fee which
is required with this construction, a review of the staff decision disallowing a rebate from the Town
of Vail recreation fee,and the appropriateness of Serrano's to provide one CSO to handle traffic and
delivery at the area of Serrano's and Hanson Ranch Road.
In regard to the easement, it was agreed by Tom Moorhead that he would draft the necessary
easement and present it to you for your approval. This easement will be consistent with other
easements that have been entered into in the Village, i.e.,the Covered Bridge Building.
In regard to the parking fee,the Town Council has agreed to allow the Town Manager to enter into
a security agreement for the payment of the parking fee over a period of time in excess of the five
year period presently stated in 18.52.160B.7. This will be presented to Council as an Amendment
to the present ordinance. As I stated at the meeting, I believe it would be appropriate to enter into
a payment period of ten years. With respect to modifying the interest rate, I currently do not have
the authority to modify the rate. This action would require a specific authorization from the Town
Council.
I will review with the Community Development staff the decision to disallow your request for a
rebate of the recreational fee. You indicated that you would f�a copy of the documentation to me
to facilitate our review.
��RECYCLEDPAPER
Finally, you indicated that funding the entire CSO position was unduly burdensome. You felt that
your funding responsibilities should be limited to the hours in which deliveries would be allowed.
We are concerned not only about the hours that deliveries will be allowed but also those hours after
the time for deliveries. I have discussed this matter with Larry Grafel and because of our concerns.
we believe it appropriate that you fund this position in its entirety.
I hope this answers your questions. If you need further assistance please do not hesitate to call me
at 479-2105.
Sincerely,
TOWN OF VAIL
Q��
Robert W. McLaurin
Town Manager
RWM/aw
x.: Vail Town Council
Larry Grafel
Dan Stanek
R. Thomas Moorhead
� •
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TOi�OF UAIL �
1309 Vail Valley Drive Department of Public Works/Transportation
Vail, Colorado 81657
303-479-21 S8/FAX 303-479-2166
October 30, 1996
Mr. James L. Viele
J.L. Viele Construction Inc.
1000 S. Frontage Road
Vail, Colorado 81657
Dear Jim:
As you know, we have previously discussed there would be further conditions placed upon the
construction of the Vail Village Club project on Hanson Ranch Road. Due to the sensitivity in the
neighborhood, the upcoming activity of the new ski season, and the inherent conflict associated
with pedestrians, business access,deliveries, materials staging and construction within the village
core, these additional conditions have become necessary.
First,there will be a requirement to fund an additional Community Safety Officer(CSO)to
control the loading and delivery activity on Hanson Ranch Road from Seibert Circle to Vail
Valley Drive and from the Hanson Ranch Chute to Gore Creek Drive to Vail Valley Drive. This
position will be hired by the Town of Vail (TOV) and the CSO will work under the direct
supervision and direction of the TOV Police Department. Effective hours for this CSO coverage
will generally be 7 am to 5 pm, Monday through Friday beginning on December 2, 1996 through
April 15, 1997. The CSO's primary function will be to control access and deliveries, drop off,
and other parking issues at the construction 5ite and within the surrounding area. Construction
site deliveries, subcontractor, and supplier staging will be restricted to the hours currently
established for other deliveries within the village core, which are generally from 7 to 11 am.
Deliveries or other special staging at the construction site made outside of these times will have to
be coordinated with the police department in advance. The cost for this CSO position is $11,300.
Hours for construction activities at the project will be limited to the following conditions:�inside
work can be conducted between the hours of 7 am to 7 pm. Outside work will be limited to 8 am
to 5 pm. There will be no work allowed on the project on Saturday or Sunday after November
17, 1996 until, April 15, 1997 except on a case by case basis. We are also considering during the
period of December 23, 1996 until, January 6, 1997, that no work at all will be allowed on the
project. Your discussion of this is encouraged.
All contractor construction employees must park off site after the access from Vail Associates
property is terminated on November 20, 1996. Free parking is currently available in the parking
structure. As a reminder, paid parking within the parking structures will begin on November 27,
� •
1966. Parking debit cards are available far purchase at the TOV finance office in the Municipal
Building and are priced at$5.00 per day. Ford Park is also available and is FREE before 8 am
and it is also FREE after 8 am as long as there are two or more people in a vehicle, otherwise an
$8/day fee will be charged. I would strongly encourage employee car pooling or perhaps even
providing a shuttle service to the site to minimize the traffic impacts. Limited personnel and
vehicle access to the site will be the rule rather than the exception.
We believe these additional conditions are fair and equitable to everyone involved and will
facilitate the continuing progress in completing this project. Please call me directly at 479-2173,
or Larry Pardee, our construction inspector at 479-2198, if you have any questions.
Sincerely,
Larry Grafel
Director
xc: Vail Town Council Members
Bob McLaurin, Town Manager
Pam Brandmeyer, Assistant Town Manager
Greg Morrison, Police Chief
Susan Connelly, Director of Community Development
Larry Pardee, Construction Inspector
Mike Mollica, Plannerr
I
2
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, .
Vail,Colorado
Denver,Colorado
�
Monroe 8� Newell
Engineers, Inc.
FIELD REPORT
Date: October 12, 1996 Project #3410
Project: Vail Village Club Location: Vail, Eagle County, Colorado
Weather: Sunny Temp: 60° at 11:00 A.M.
To: J.L. Viele Construction
1000 South Frontage Road, Suite 202
Vail, CO 81657
The following was noted:
The purpose of the site visit was to observe the installation of reinforcement and masonry of the
elevator stair core from the entry level to the level above.
The reinforcement appeared to have been installed per the contract documents dated June 28, 1996,
and the letter by Richard Weingardt Consultants, Inc., dated August 23, 1996.
Other items were not observed.
If you have any questions or comments, please call.
Very truly yours,
MONROE &NEWELL ENGINEERS, INC.
�•�'`'�}NALD�;p��.
:.`���L� • i TE '•�j�,P��i
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Hannes Spaeh, P.E. ; �,• v;
Principal �'�� ' '�`�`
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'•�,.�����....
0048 E. Beaver Creek Blvd. • Suite 301 � P. O. Box 1597 . Avon, Colorado 81620 • (303) 949-7768 • FAX (303) 949-4054
t
� � � �
Vail,Colorado
Denver,Colorado
Monroe 8� Newell
Engineers, Inc.
FIELD REPORT
Date: October 20, 1996 Project #3410 (FR-#2)
Project: Vail Village Club Location: Vail, Eagle County, Colorado
Weather: Snowy Temp: 40° at 11:30 A.M.
To: J.L. Viele Construction
1000 South Frontage Road, Suite 202
Vail, CO 81657
The following was noted:
The purpose of the site visit was to observe the installation of reinforcement of the elevator core, the
north, and the south stair core from the second to the third level.
In particular, we observed the bond beam reinforcement at the third floor level. The contractor was
instructed to install bond beam reinforcement continuously, including cornerbars into the west
building wa11s. Rebar splices should be 36 bar diameters long.
The reinforcement appeared to have been installed per the contract documents dated June 28, 1996,
and the letter by Richard Weingardt Consultants, Inc., dated August 23, 1996.
Other items were not observed.
If you have any questions or comments, please call.
Very truly yours, ,,,, ��„�5���D,,���,,
��`�'• S ER' ������i
MONROE&NEWELL ENGINEERS, INC. ,q ; •���,;
. ;
.
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�� �C` s�r• e,E. ��
���,,�� (ji��.`,`���
Hannes Spaeh, P.E. ""��""
Principal
0048 E. Beaver Creek Blvd. • Suite 301 • P. O. Box 1597 • Avon, Colorado 81620 • (303) 949-7768 • FAX (303) 949-4054
_ , � � �
Vail, Colorado
Denver,Colorado
Monroe 8� Newell
Engineers, Inc.
FIELD REPORT
Date: October 28, 1996 Project #3410 (FR-#3)
Project: Vail Village Club Location: Vail, Eagle County, Colorado
Weather: Sunny Temp: 40° at 11:30 A.M.
To: J.L. Viele Construction
1000 South Frontage Road, Suite 202
Vail, CO 81657
The following was noted:
The purpose of the site visit was to observe the installation of reinforcement of the elevator core at
the roof level.
In particular, we observed the bond beam reinforcement at the top of the wall. The reinforcement
appeared to have been installed per the contract documents dated June 28, 1996, and the letter by
Richard Weingardt Consultants, Inc., dated August 23, 1996.
Other items were not observed.
If you have any questions or comments, please call.
Very truly yours,
MONROE&NEWELL ENGINEERS, iNC.
��������►...,.
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Hannes Spaeh, P.E. .
. '
Principal : ` s . - ,�
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'�.,,�Q��CpL���..
0048 E. Beaver Creek Blvd. • Suite 301 • P. O. Box 1597 • Avon, Colorado 81620 � (303) 949-7768 . FAX (303) 949-4054
. ..�'. ►. � �
1�'�'�,
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TO WN OF VAIL
1309 Vail Valley Drive Department of Public Works/Transportation
Vail, Colorado 81657
303-479-2158/FAX 303-479-2166
September 27, 1996
,
Craig Bruntz �
J.L. Viele Construction, Inc. '
1000 South Frontage Road
Vail, Colorado 81657
RE: VAIL VILLAGE CLUB �
Dear Craig:
Your request to work Sundays on the Vail Village Club Project commencing on September 29
and ending on November 17, 1996 is approved.
Work hours are 8:00 a.m. to 5:30 p.m. All other previous work conditions and agreements
remain in place and must be adhered to.
If there are any questions concerning this approval,please contact me directly at 479-2173.
Sincerely,
L . Grafel
Director of Public Works/Transportation '
LG\dsr
cc: Bob McLaurin, Town Managcr
Pam Brandmeyer, Assistant Town Manager � /� )
Susan Conncily, Director Community Development - -...------� f � ��� ,
L�rry Pardec, Construction Inspcctor �,T
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. ,,,,, �, ,. _ � �
J.L.Viele Construction, ���. RECEIVEp SEP 2 5 n
1000 S. Frontage Road West,Suite 202 ��J�
Vail,Colorado 81657
Te1e303.476.3082
Fax 303.476.3423
September 24, 1996
Town of Vail
75 South Frontage Road
Vail, CO 81657
Attn: Larry Grafel and Bob McLaurin
/,
r
RE: Vail Village Club
298 Hanson Ranch Road
J Gentlemen:
I have recently met with our steel erection, masonry and concrete subcontractors
to review our schedule in detail. Upon further review of the requirements for crane reach
to the structure, it has been determined that the steel erection must be complete by
. 11/19/96 when the crane has to move out of Pirate Ship Park. To insure that this
happens, I am requesting that we be allowed to work on Sundays commencing 9/29/96
and completing 11/17/96. I cannot guarantee at this time if we would be requesting
permission for work on every one of these Sundays. However, at this time I know that
9/29/96 and 10/6/96 are critical days that we would like to be allowed to work on.
Working hours would be 8:00 to 5:30 unless other direction is given.
Thank you for your consideration on this matter. I can be reached at 970-401- !
0203 or by fax at 479-0922.
Si cerely, �1 '�
J.L. Viele Construction
Tony Faulhaber
Praject Superintwnder�t
�
� S E M P L E �
B R O W N
R O B E R T S
3 September 1996
Mr. Chuck Feldman
Town of Vail- Community Development
75 S. Frontage Road _..
Vail, CO 81657 �
�
RE: Vail Village Club
Dear Chuck:
Confirming your August 7, 1996 telecon with John Sanderson of our office, the proposed
four(4) hour sliding door with fusible link hold open at the WC - Golden Peak House
Trash room connection, is acceptable to the Town of Vail.
Sincerely,
SEMPLE BROWN ROBERTS, P.C.
, _ �
Ernte Pyle
�
Project Manager
Fp/1mk
File: A96011/Trash Room Telecat
cc: Craig Bruntz, Viele Construction
Frank Freyer
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- " A . , � A Professional Corporation
. . � . . ' o(Architects and Designers . ' _.
1406 Larimer Square,Suite 200
Denver,Colorado 80202
Phone 303-571-4137 Fax 303-571-0403
� STATE OF COLORADO ,� , 4��'� ' `�' �3��
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ContractorsName Frontier Fire Protection Inc.
Mailing Address 2 617 W Ho 1 d er p� a c e -
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ROT'VARl7 R.51'ONE September 25, 1995
�'YA TELECOpIFR AND FIRST GLpi68 MAI�
Arlen� S. Quer�on, Esq.
Lindahl & A�saciates
3021 Bxu�h Creek Road
Eag1e, Colorado s1621
RE: Victar Mark Donaldson -- Redevelopment of
Serrano's Cantina, Vai1, Colo�ado
Deax Ms. Quenon:
As you are aware, we represent Vail Hospitality Group, Inc.
and Gle�►n M. Heelan i.n connection with the above-refex'enced matter.
W� are directing thi.s letter to you to demand the IMMEDIATS return
of the sketch plans approved by the Town of Vail wh�ch our clients
believe have b�en �rrong�ully t�ken by your client, Mark Donaldson.
On Friday, september 22, 1995, Glenn Heelan i.nformed me that
Mark ponaldson had taken from the Town of Vail offices four cvpies
af the sketch pl.ans approved by the Town of Vai.l. As you are
aware, Mr. Donaldson acted as the planner for the redesign oF the
Serrano�� Cax�tina proFerty before the Town, and obtained the
necessar� apprc>va�s to allow the property to be redeveloped. Our
clients a�sv believe that Mr. Donaldson was fully paid far those
planning sezvi��s, and tor the sketch plans he px'epared in
�onnecfiion wit� those �lannii►g services.
Recently, however, our clients submitted a request to the Town
� of Vail for a conditional use permit, to a13ow part of the property
to be used for a private club, ratheac than a residential use. As
paxt of th�t request, Mx'• Heelan personally made four capi.es of the
sk�tch plans which were previ�usly approved by the Town and
sub�mitted thn�e copies with the appl�cation. Mr. Heelan advised me
�.
'" SEP�-25-9� MON ' 8�08 H�Y ALBERTSON POLK PC FAX N0. 3G�33 2860 P. 03
Arlene S. Quenon, Esq.
Septembe� 25, 1995
Page 2
on Frid�.y that your cliex�t w�nt �o the Town otfices and took all. of
thQSe copies, allegedly stating that those pZans belonged to him.
We are not�fying you that our cli�»ts cQnsidez t�at by these
ac-�ians I�r. Donaldson has breached all of his fi8uciary and other
duties �4 his cl�.ents, and our clients believe Mr. Donaldson is
liable to thern for the inte�tional �onversion o� those plans, as
wel�, as any incidental or consequential damages arising from his
act�ons. On beha].f of our clients, we demand that your client
imm�dia eZ return all of ttae copies of those sketch pl.ans to our
cli�nts or the Town offices and that he cease and desist from any
such actiQns in the fu�ure. If he refuses to comply with these
flezr,ands� aur c�.i,en�s will proceed to take whatever steps are
necess��y to enforce their rights with respect to Mr. Donaldson and
the pxoperty wh,ich ot� c��.en,ts beli.eve �k�ey h�v� paa.d f.ox- and whxck�
belonqs to th��n witk�ou� claim trom your client.
In view of the gravity of this situation, we would appreciate
it i� yau wou�.d respdnd to this letter in writing within 24 hours.
Sincerely,
�
HOLLEY, LBET2�'SON & PO , P.C.
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Eric E. Torgers �.
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cc: G1�nn M. Heelan {fax)
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September 25, 1995 Y ' `"
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Mr. 7im Curnutte, Senior Planner ` ��' � t
4 '
_ 5
Town of Vail '
� ��
75 South Frontage Road � ` � . � �
:� a`
Vail, Colorado 81657
Re: Application for a Conditional Use Permit for the Serrano's Building, Lot C Block 2,
Vail Village 1 st Filing
, , . ,
Dear Jim, -
Pursuant to our conversation on Friday and in response to your letter of September 21, 1995;
please accept the following as our response at this time:
(a) The floor plans are not complete at this time. However the proposed uses are as
stated in the application, specifically the third floor is expected to be used for
personal lockers (without ski storage), office space, lounge area and dining rooms.
(b) The existing approved plan calls for a nightclub/bar operation in the basement and a
restaurant on the second floor. We are hopeful that the mechanical elements used to
service the third and fourth floors will be encompassed in the already approved
elements used for the bar and restaurant facilities. However, until we are able to
final plans and drawings this cannot be final.
(c) With respect to the proposed "meeting rooms" on the third floor, we anticipate these
will be used primarily for dining as a function of the restaurant(s); and/or meetings to
service the club and its' members.
(d) The second floor club is anticipated to provide additional dining area.
(e) The third floor office space will be used by employees and staff for building and club
r se to rent to outside' arties. The size
� operations . This is not space we would p opo p
��
of this space will be determined in accordance with final drawings.
Jim, as we discussed last Friday, we plan on spending in excess of$100,000. to plan and design
this space. Before we commit to spend this significant amount of money, we would like to have
's "�' '' , �;> �`x`r��`��'`� ��'��4 "
303-949-0252 • P.O. Box 5770 • Avon, Colorado 81620
Ji '' �� . � • .
� . �
Jim Curnutte
September 25, 1995
Page 2
final approval of the concept at the October 9,1995 session. However, if this is not possible,
perhaps a worksession to discuss the concept and a "vote of confidence" would be possible.
Jim, tha you for your help in this matter. If I can provide additional information or assistance,
ple e fe 1 free to call me at 949-6277.
S' cere ,
l.�
Glenn M. Heelan
cc: Margretta Parks
Chaxles W. Davison
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Tou�v oF vA�� ------
75 South Frontage Road Department of Community Development
Yail, Colorado 81657
970-479-2138/479 2139
FAX 970-479-2452
September 21, 1995
Mr. Glenn M. Heelan
P.O. Box 5770
Avon, CO 81G20
RE: Application for a Condi�ional Use Permit for the Serrano' s
Building, Lot C, Block 2, Vail Village 1st Filing
Dear Mr. Heelan:
I have completed a review of your recently submitted conditional
use permit application to operate a private club on the third and
fourth floors of the Serrano' s Build�ng, Lot C, Block 2 , Vail
Village 1st ff to ader�uatelynr� ewf yourt equestt Pleasevrespor.d
order f or s t
to the following:
- As you know, a "Private Club" is not listed as a permitted
or canditional use in the Commercial Core � I (CCI) zane
district. Staff has determined, however, that your proposed
use is "similar" to two of the "eating and drinking
establishments" listed as conditional uses (above the second
floor) in the CCI zone district. These uses are " Cocktail
lounges and bars�� and "restaurants" . For your information,
these caill also be the categories used to determine the
parking requirement for the club.
- In order to assess the parking impacts of your proposed use,
and as required in Section III (3) of the Cor_ditiona? Use
Permit application reruirements, please provide detailed floor
plans which indicate the layout. of all proposed uses on the
third and fourth floors of the building.
- Your application states tha� no exterior changes will be
made to the building. However, depending on the scope of the
food service element of your proposal, it would appear that
additional mechanical equipment may be necessary. Please
provide a detailed description of how private di areas,arbars,
meeting/dining rooms, additional food prep.
kitchens , etc. will be handled.
�`S�RECYCLED PMER
�
� �A
� � �
Mr. Glenn M. Heelan
Page 2
- In the Commercial Core I Zone District "meeting rooms" may
be approved, as a conditional use permit, only in the basement
or garden level and on the second level of a building. They
are not allowed, as a permitted or conditional use, on the
first floor or street level or on any level of a building
above the second floor. It would appear from your application
description that the meeting/dining rooms will be used solely
by club members, and therefore considered as accessory to the
functions of the club. However, we must receive a more
detailed explanation of their intended use. The club members,
as a group, cannot rent the rooms to the general public.
- How will the area on the second floor of the building,
currently labeled "The Frivate Club"' , be affected by your
proposed use?
- Please provide a more detailed description of the "office
space for building and club operations" as described in your
application.
As mentioned previously, staff believes that additional information
is necessary in order to fully understand all possible impacts
associated with your proposed conditional use. In order to stay on
schedule for the October 9 , 1995, PEC meeting, please provide �he
above requested information no later than 5 : 00 p.m. , Monday,
September 25, 1995 .
Sincerely,
Jim Curnutte
Senior Planner
cc: Mike Mollica
Andy Knudtsen
�tl e
�, �..-�.�.�- .. � � a:�.�=...
Printed by Mike Mollica 9/16/ ' 1:38pm
From: Tom Moorhead
To: Dan Stanek, MiKe Mollica
Subject: fwd: Serrano' s Garbage Plan
===NOTE====------=====9/13/96==3 :27pm==
CC: Bob McLaurin, Pam Brandmeyer
= am aware that there had been ast that
discussions/agreements in the p
Serrano' s would be taking its garbage
from its basement, through a doorway
into the Bridge Street Lodge basement
and up and out via the BSL' s elevator_
Is this still the plan? Membars of
the neighborhood wat+h ps���imbeam�is
observed that a 16" /-
in place where the door cutout had been
located. Inquiring minds ponder/queary
�'what is the garbage plan?" and ��do
they have really short garbagemen?" and
��are there any garbageladies?" ThanK
you for any light you can sYied on the
garbage plan. itsasmallworldafterall
Fwd=by:=Mi]te=Mollica==9/16/96=12 :02pm==
Fwd to: Tom Moorhead
CC:
Bob McLaurin, Dan Stanelc, Pam
Brandmeyer
The approved trash disposal plan(s)
include:
1) Basement level trash-room accessway
into the BSL, up the BSL elevator for
picicup on the north side of the
building.
2) Fallbacic plan (also TOV approved) :
Trash-room located at the southeast
corner of Serrano' s, basement level,
with an elevator for access up to the
pedestrian level . Lilte they do in most
major cities.
our preference is option No. 1, but
botYi plans are approved.
I lcnow nothinq about tlze steel beam and
/or short trashpeople.
Dan, wYiat do you Know?
Fwd=by:=Dan=Stanelc====9/16/96==1:28pm==
Fwd to:
Bob McLaurin, Milte Mollica, Tom
Moorhead
- • • • . . . . . . . . . - • • - • - • - - • - - - - - - - • - • - - - - - -
THE TRA5H PLAN HAS NOT CHANGED THEY ARE
ST=LL GOING TO USE BRIDGE STREET LODGE
ACCESS,THE STEEL BEAM IS W=LL BE
NOTCHED OL7T TO PUT A DOOR =N ACCORDING
TO VIELE CONST.
THANKS DAN
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Page: 1
' � S E M P L E �
B R O W N
R O B E R T S
MEMORAle1DUM
TO: Chuck Feldman
FROM: Ernie Pyle
DATE: 16 Sept. 1996
RE: 11 Sept. 1996 Meeting, �ail Village Club
1. Chuck reviewed the Third Floor CADD 1/a"scale plan and accepted it as a refinement
of the 7/15/96 concept plan ,as well as an acceptable solution for Condition#1 of WC
Building Permit #B 9b - 0033.
2. Permit Condition#11 refers to structural revised drawings for the third floor change,
i.e.,the new Stair#3,which will be submitted.
3. Per the T.O.V.,the elevator pit sump discharge will run to the sanitary sewer.
4. Chuck received Belfay's letter re: design of waste lines in mat foundation. He
r�q�ae�ted a� r,r��i�ai�ith th�e�gizee,'s seai.
5. SBR to submit 3 stamped sets of revised drawings/addendum.
END OF MEETING
cr. Chuck Feldman, Craig Bruntz,Frank Freyer, Glenn Heelan,Dave Bellefeuille �
File: A96011/Meetmts.9-11•96
I
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. PROJECT:TITLE: Vail Villagc Club - � � . ---
PR03ECT AbDRESS: Vail, C4 .. . ' - .
BELFAY ENG PRO]ECT�: 96012 � � � � � � � � � � �
SU$JEC"I': Plumbing Piping Imbedded In Concrete Mat:
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1. � The intent of tha plumbing design_is to have the plumbing�drainage pip�ng imbedded
in the coucrete mat. . _ . � � - : .
Sinc�rely, . . . . . . •
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David T,�Bellefeuille,�PE . � � . � -
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MAY-0?-1996 11�23 FIRST B�NK AVON 3�3 949 5@73 P.01
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OF AV�fV W1l Wti51 tltAVtM l;HttK tSLVU, r,u,uKawtH yxru AVIaN.�17LrjFiAGV bid2u y�u-eaa-o�w
May 7, 1996
,Ti�n Curnut�e
Town of Vail
Planning Depart�ea�t
Via Fax; 479-2452
�ear Mr. Curnutte:
P1eaSe aCCepC Chis letter as aanfirmatinn �hat in th� �vent
Mr. Heelan's check in the amount of $68,75Q.00 is presente�d to the
FirstBank of Avnn it ori11 h� paid_
It ia n��r ��nrlQrsfanding that this ch�ek wa�.xld bo csshad only xf a
building peru�it for construction af the Serrana's bu�.lding is not
n1,�tained duri�xg the 1946 buildin� saa�on.
u�,Y'tGC �—�
` _�`�
`
Terr�.�;. Halverson
President
TLH/hcf
� �
TOTAL P.01
�l • y • • •
.�,�.:-__��=� 515 2
SA'�DRA��• �OR GLENN M. HEELAN
p, J, BOX 5770 PH. 926-3231 � 1� g2-399/1021 ; ,
AVON, CO 81620 •�t� 3532821753
� � $ ���X� .
: ? ' y t the order o� /'
� � �� ��� ollars
�
� FIRSTBAN ///���
AVON �
' � P.O.BOX 5270 � �
AVON,CO 81620 . �
- ��� � 24 HOUR BANKING � .
.. .�! � (970)479-3400 > _ --------"----- � � .
' o Memo_
i; L02L03999�: 353282L753��' SL52
- . r� : � . .
_ , �
. .4' +
V �
� �
�
f
� �
August 28, 1996
Mr. Mike Mollica
Assistant Director of Community Development
'Town af Vait
Vai1, Cotor�do
Dear Mik�,
'Cher� �ms to lx�avm�c�efusion as to whc� is responsiblc for the maincenance of th�c
landscaping aad irrigation systems loc�t�d an tk►c'Cvwn of V'ail P�c�perty to the �ast of thc
Vai1 Viilage CtuB. This con�'usion is exacerbstod by not�numbar 3 af the p�antin�,plan.
that states the "m�intetsattce i�respansibility of respective property c�wner",
Please accept this letter as aur canf rmatian that the roaintenance c�f the landscapin��nd
irrigatian systems as shawn on the pl�nting and irrigation plans dat�d August 19, 1996
will be the responsibllity of the property owtter of The Veil Village Clr�l�. In other w�rds,
we will accept the responsibility afthe maintenance of the landscaping and irri�ation
systems.
I hope ' clarifies any+cottfi�sion with respect to the maintenance rsspntt�ihilities. Pl,e�s�
Feel ee t call if I can be oF further assistance. I can be reacheci nt 949-7277.
Si ce y, �
� ��
�
tenn M. Heelan
Manager
�cc: Frank Freyer III
Blll W}11iClc7i'LT
Charles W. Davison
A
!
� '` .� t � � . . � .. . .. .
aE�,a��oF r�aRMv
��,'� �f U.S.AR�iY ENti1NEER DlS7RICT.SACRAM'EN70
� CQRPS OF ENl?�lEERB
13Z5 J 617iEET
Rt7LYT0 SACRAlR�NTC1.CALIF03ilRA 95ai�-2922
/Q'!�lTIbN OF
At�.c3tl.st 27, ],995
Regul�tory Bxanch {199675379)
Mr, Rent Crofts
Po�t Office Box 274
Yamga, Colrarada SQ�83
Dear Mr. �ra�ts;
.� we as� �espondir�g t� y�ur request�, an beha�:f o,f jlail S7i31age.. _. ...,.
Club, fc�r a Dapaxtment o� the Ar�y permi�k to discharge 2� .� �ubic
yards c�� fi31. mater3al intc� t�i7.1 Creek to ex�end a Gulvert for a
road cr�ssing. The pro�ect is 3ocated at R�i.1i Creek in S�ctiaz�
8� Tawnship � Sc�uth, Raza,ge 8fl West, E�gl� Cau�.ty, Colorado.
We cannat give a de�ailed review Qf ysaux� propos�d project.
How�ver� we recc�ia� the need to expedite confirmation fo�
activities that c�ual��� for our nationwirle ge�eral pex�mits.
C�nsequ�ntly, we revi�w�d yc�ur in=armation an� bel.ieve �hat yau
propased wc�rk +will qualify fQr na�ic�nwide permit number z$.
W� are ez��losing a cap�► c�f the permit. Please review the
cond3tians and requirements a� th� permit. �ou a�� responsibZe
fr�r insuring �hat your wark compl�es tivztk� the permit. Prc�vidad
�.'hat �he work is co�ducted in accorda.nce w�th �he pez-mi�, yo�r
pr�aec� is perrni�.ted und�x Section 404 of ths Cl�an Water Act.
This concludes our ac�.iar� c�n your propoe�d pxaject. If yau
�zave any questions �e�arding the use vf this na�.ionWide general
permit, pleaee cantact Mr. Michae? Claffey at the �ddress below,
or �elephone (970} 243-1199. we assigned 199675379 to �aur
pr�oj ect.
i
S�ir3c e1y,
� ;
t/V��f��^-- �
� x dy cNure
Chief �o hwestern Cc�lorado
Reg at ry Of f icr�
�0� Roti Av�;riue, R�om 142
Grand �runcti.vn, Colorado 83�501-2563
Enclosezre
Town of Vail
OFFIC
E �
OPY
I�'d Z.:.6�16L�b�L6Y Ol W02� WdSti:�I 966 T-�0-60 �
• � • , � �
�A'�'I� DE �`� � � IS
3�iIN4R.DISC�ARGES
(Sections.14 and 404) � .
The Corps of Er�ginee.rs has issu� a natianwide g�neral perrnit autharizing minar disr�arg�ss
af dredged or fill maaGerial into aLt w�#ess of the United States pravided;
a. The dis�harge does nat �xcee+d 25 a�bic yards;
b. 1fie discharge w� not c�se the l.oss of more than 1110 acr� of a special aquatic
sit�, inc�uding wetlands_ For the purpos�s of this nativnwide permzt, the acre.age Iimitariox►
iuciuci.�s..the..fiiled..are.a.Plus--s�ia! a4uatic sites t�at are adve,rseZy� aff�cted by flooding aud
special aQuat,ic �ites that are d�nad so €hat t6ey would �to Ionger be � wa�er of the �3nite� �
5t�tes as a r�sult of the praje�t;
c. �f the discharge exceeris 10�ubic yaccls or the �isd�arge is in a s�ciat aquatic
s�te, including weciands, the permzttee r�ot�fics t� I3isiricx e�tgirree,r in a+ccorciance w�th the
"Notificai�cm" general candition, For dis�harges in sp�Ciat aq�ta�c sir,�s, inc�uding weHands,
th� noti�ication musi alsca inc�ude a de�ine�Fio� �f aff�cted speciai a�uatic s�tes, inctuding
wettands. (Also se� �3 CFR 330.1{e}).
d. The discharge, ireciuding �l.t at�endant fe�tures, bath temporary and perrnan�nE, is
part of a singl� and compiete gro3ect and is �[ot p3ac�e� for ihe purpas� of stream diversiom.
A. �F�VERAL CD1�R71TiaN5. The foilowi�g ge,ne�al. c�nditions must be fallowed in order
far any autl�ori�en by a nati�nwide pe�mit to be valid
I. Na activity may cause more than a minimal adverse effect on z�avigatiori.
2. Any struciiue or f�II a�thorized shall be pro�xiy maintained, including
mai�te.�ance tv e�sure publi� safety.
. 3�. Appropriate erosinrk and sili�tion cantrals nnust be used and maintained effective
oPera�ing cond:�an during cons�vcticm, and all exposed sa7 snd other fi�,Is must be
p�nanentiy stabi�ize�I at the earliest practi�abfe date. . .
4. I�o activity ma� substantiaily disnipt the mcrvem�t of those species of�quati�
life indigenons Eo the waterbo�dy, including those sgecies wtiich norm�.tly mzgrate thraagh the
area, unless ihe activitY's Pnm�3' P��� is to imp�und water_
5. �Ieavy equipment working in wetI�nd� m�s� �e piaced on mats or oth�r measures
must b� ta�n t,o mu,imzz,e soil disturbance.
b. Tlis activ�ty must comply with any r�giona7 condiki�arts �vhich may havc be�n
added by ihe Divisi.or� Engineer (see 33 CFR 33fl.4�e�) and any case sp�cific condirions �
added by the Corgs. . -
I
�0'd ZL6�6�t��L6T Ol WO;�� Wd6I:�T 966�t-�0-60
� � . �
7. No a�ctivity may oc�ur i� a comganeazt of the NationaI.�V'iId.awd Sc�nic River
System; �ar in a rnrec offcia�y designated by C�gr�ss as a "stndy r�ver" far possibte
inclusion in the syst�n, whii�e �e river is iit an officsai sttt� status. �nformation on Wild
�nd Scenic Rivers rr�ay he abtaiued fr+amm tbe AlatiQnaI k�ark �ervice and tt�e U.S. Fo�+est
S�rvic�. . .
$. 1�To ac�vity ar �is aperation may impair reseaved tn�bal rights, i�ncluding, isut not
Iirnit:�d to, reserved wat�t rigbts and treaty fishing ar�d t�unting rights_
9. In cerCain s#,a#e.c, an individual st�Le watt:t' qtiaLitty certificati�n must be �btained or
waived. IN �CAL�ORIVIA, CF'1tTZFICAT'.�OiY IS REQYJIZtED. In Nevada, certificaLion
is requtr�d in Truckee and Carso�t River Drain�ages. In iTt� and Co2arado, oerti�ca�on
is NUT requ�red.
10. No actiVi�y is anthorized under any mtionwide perri�it whi.ch is �ikely ta �
jeopard-zz� the �antznued existence�af a ihreat.�c! o� er�dang�red specie$ ar a spe+cies � .
progoser� f4r such designatian, as iden�fied �mder the Fed� �an ered S p c
which is lik�iy to des�oy or adversel m �. gedes Aci, or
fed�a} pernu�Fees shall n y. °�Y � e�zticat habitat Qf such speci.es_ Iwl�on
�y che Disaict Engzneer if any Iisted s,pecies or critic�[ �abitat
might be �ffected ar fs in the vicinity vf th� gra,�ect aa� s�alt aat begin work on the activity
until notifie� by Lhe Distri�t Engine�r that the requirements o�f the Endangcred Sp�cies Act
have beeerrt satisfie+� and t�at th� acti�ity is aurhozized. Infozma,tion on the Ioc�non of
t�reatcned and endangered spe�ies and tt�ir criac�i �rabztat can bc obtaineci frvm the U.3.
Fish and 'PVitdiife Serviee az�d �Tatiana,I Mazine T"-ssheries Sezvi�e.
11. No activity which may a€fect �t'istaric properti.es listed cu- �igible �ar Iisiing, iu
the National Regis�er v#Histtiric Pl�ces �s authori�d, untiI.#iie District Ertgineer has
compli� with t�e pmv�sians of 33 CFR 325, appe�di� C. The prospe�L'eve g�arniitte� must
antzfy the Disrricx E�gxn�er i�t6e authorize�3 ac ' Pa
tzviiy may affect a�y historic propecties
Iiste�, determinerl to be etigib2e, or which the prosp�crive p�rnuitee i�as reason to be.�ieve
may be eligible for Iisting an the I�atiar=a1. R�gister of F�'1st�ric Places, and shalI not �egin
the a�tivity ant� notif�eci by the District Engine�r tYiat t� r�c�i�ements Qf the Naiional
I�stx�ric Pr�servation Act have �n satisfied and tt�at t�e acirvity is authorized. Inforn�ian
on the Iocation and existence of histouc resources can be obtained fiarn th� State I�istotic
Preser�atian Office ar,d the Naiivna.i Register of�storic Places.
12. Notific,atian:
a. Wh�re requir�d by the terms of th� naiionwide permi�, the pros ective -
me�st r.a:ify the District Enganeer as � � P pen�nitt�
Y F���e and shall not 6egxn t�e activity:
(I) Uati1 nati�ed hy the D�strict Fngineer that the activity may groceed under
the naticmwide permit with any s�ecial conditio�ts imposed 6y #fi� District or Division
Engin�eF; or, -
{�} If ttoti�ied by the District or Divi�on Engine�r, that an in�.ividual permit
iS ieqL3ired, Or, �
�
�'d Z�,606���L6� Ol WOJ� Wd6T:�I 966T-£0-�0
• r • • � - � -
t3) Unless 30 days hav� passed frnm the D�strict En�.ineer's receipt nf the
na�ficat3on and tfie pr�tive permit� has �at received notice �rom the District o�r �
Div�sioa Eagineer. 5�hsGqusatly, the�ermit�ee's right to p�raceed und�r the nationwide
germit may be modi�ied, suspen�ed, ar nevoked �y in a�ccordance w'rih th� protaed�ue set
for in 3� cFR 33a-�{d}{2)• .
b. The notifcafiar� must be in wricing wd inciude the fQllawing information an� any
requu�ed fees: .
(1} i+Tame, ad� ar�d telephorre rrumb�r af�e prospective pernlittze;
C�) Loc�ticxt �f the P�'Po� P�� �
(3� Brief descripticm�of the praposed proje�t, t�e Pra.ject's Purpo�e, dir�ct and
ind'�ct adVerse��uviraamental effects the project wc�v�id cause, and any other nationwic�e
P�z�: ��� ge�a.i p�rmits o�' ind'zviduat peraiits use� ar intended to be u�d to �
aath4rize auy part of� prvQosed praject or any relatcd�a�xivity,
{4} � �equir�d by�the teams of the nationwi�pe,rinii, a d�ine�tion of
affecied spec�aI aquatic sites, inclutiing wettanc�s; an�, -
{S} A �taterncnt �at the prosgec�ti.ve �rn�ztt�ee vas oontacted: '
�i} The U.S. F'�h aad �Vildlife Seavic�lI�Taticmal Marine Fisheries
�ce r�ng the presenae of�y�Federaity Iisted {ar praposed for I�stimg� endangered
or threater��d speci� ar cziticax habi�az in the p�mit ar�a that may be affe�ted by t�
praposed pro3e�t, �nd any availa�e in�forinaiion �xovided by those agencies. (3�re
P��� �i�
�ij The State �staric Pres�rv�ti�n flffice regaxding the presencx of
�y histor�� prtxper�es ixt the p�rmit area that t�aay bc affect�ad by the pmpose�i pmject; and
tfie availab�e information, if arsy, pmv��ed by that ageucy.
c. The stant�ar,d �nc�i.v%�al p�ziait a�plica�titm farm (Form ENG 434a� may be
used as the nou�cati� but a3ust �iy ir►dicat� khat ii is a PDN and must include aII of tlie
infc�rmation reqtrired 'm (1-5�, of Gen� Candi�cm i2_ -
d. In r�wiewing ari ac.tivity ctnc�er the notifu�iion proce�ur�, the District -
Eugineer wi11 first dei�amine wbeth+�r the a�tivity will resuIt in �cne ti�an minimal i�dividual
or cumulative adverse �avimnm�tal effects or w�t be cvatr�aty to tbe gublic inr�erest. Tfie
psaspectiv� �permitte.� may, ax his option, submit a pra�oeed r�ut�garicm plan with Ehe
gredisc�arge notification ta e�p�ite the process and,tfie D.isaict Engineer will ovnsider any
optional mingatian the agplir,�rct has iacluded in t�propa�l in d+etermining w�ether the net
ad� �,nvironme.ntal effe�ts of rhe proposed work aze minimal.. The District Engine�r wiil �
ctmsi,der atsy comments from Fed�ral and Ssa.te Agencies c�nc�erning the pro�sed a�tivity's
compiiance wit� dsc tea�ms and vonditions of the �nwicf� �eaniiYS an� the need for
mitigaticm ta r�e�uc� tbe pro�e�i's adverse enuirz�nmentai �.ffects to a muzimat isvel. Tkie
District Engineet wili, upcan zr�zpt of a na�tific�tioa�, provide immediateiy (�.g. �CSimiie
transmission, ov�ght maii, or other racpcditia� manner) � copy to the apprapriate o�5ces .
af the Fish and �i�life Setv`�, State naturaI �+esource crr w�t�r qual�,tY �gen�Y, F�A And,
' �
��'d �506�.�L6I Ol WD� IJdOZ:�T 966 Z-�0-60
� r . • �� �
�aPPmF�, the Natiana,i Marine F'isheries Service_. With t�e ezception of Nationvvide
Permit number 37, these agencies will h�ve five caIendar days fram tf�e.dat� the maseriai is
transmitteci bo t�t��e � �istrict �gineer if they intend ba prQVi.de su�stantive, site
specific c�mra�ts. If s� conta�red by an ageacY� � ��� �� wi1.1 wait an
addireor�al 10 calendar days befos�e making a d�sian on t�e no�fication, The Dist�act
Engine�r w1I i'uIty cansider agextcy commerits r�eiyed within tke
wil� }�rnvide ao retponse to tbe z�esa�rce age�'- The Dist�icx En �� � f�e, but
acfminzstrative re�oni �ssoc� with eac�i nQd � wi�I uttiicate in the
wer� c.cmmsiclered. APPIicaats are esco �°� that the r+esour�e agen�ies concerns
r�otifications to u�� ta ptavide the Corps muitipie cx�pies v€
activit corn ��ite agen�y noti�cation. If the Districi Fngineer determines t.hat the
effe��,s�are � w�rh the terms and conditior�s of the natianro�nde per�mit az�c� that the adverse
�i�imal, h� will rtotify the permittee and inclade any oandibions he c�eems
ne�sary. If ti�e i3istri�ct �ngin�er determir� ffiat the adverse sf�cts of i�e pr�aposed work
are more tlran minin�al, d,en he will nvtifY the applicant eiti�er. . � .
(�3 T�# tbe Proj�t�daes not quati{y for autharizatior� �tnder the nationvi►ide
permit and instruct th� ap�;cant on ttiiee Pz�cedur�s ta s�c authorization under an individuai
perm,it; or,
iicanrs � T�t pro�e.ct is at,th,os� uac�er
� su�mitting m�gaticm � t�e naticmwi�Ie permvG subject to the
rr�nim�I Ievei. This � � F�P� t�at woutd r�educe the adver� effects ta the
tigatioQZ pra�osat must be appraved by the Distact Engin�r .�n".ar to
r.ammenciag work. Xf�e prospe;[ive�rm�itte� elects ta submit a miti
District Engtneer wiil expeditivusly review ti�e ��� gIan, thc �
commence a s�cond 30 day �rotificatiari �°p°S�i mitigation plaa., but will not
(wit�t the mi " on P�''��ure. Ff the net ativerse effect� ,vf`the project
� PrQPos�} are t�eieimin�d by t3�e Distric� En C
written r,esponse to t� apglicam infarmin Iiim �t tbe �� ��vide a terneiy
and cond�t�c3ns af the r�tionwide permit. � �°1 P under the t+�rms
e. Wet�and d�Iin�tti�ns must �ie Pre�a�d � �cc with the cun�ent methvc�
required by the Corps. '� p�mi� may as�c tt� Corps t� de�ine� the
s�te. 'I'hez�e may be st�me deiay if the Cc�rps does the deline�ti�n. �ursherm�ore��he 30 da
geriai will noi start vntil �fie wet3an�d d�,Iin�atian has be� canmpie�ed. � �
PP�P�a�e and� the Distri�t�ngir�ee�` w�wili consi,der wheu determiaing the acoepta�yiiit}►
of a psacticab�e mitigation in�ude, 3ut a�re �ot limited t�:
don� considerin�} To be p1�c�able, the mi�igativn must be avai'I�lale �d capable of being -
p��� � � c�sLs, e�cisting technalagy, and Iogistics in Iig�t of�vetatt project
_
�2) To the �xt�nt approPri�ie, pernYitiees shouid �nsider rniti�tion baniking
and ather forms of rnitigatian including contribut�uns to we�Iand trust funds whzc� contribute
to the r+estoration, crea4on, repIa��n�nf, eahan�ement, or presezv�atian of wetlan�s.
� Furth�1e, examples vf mitigation that be
but are n�t Iin�tit� ta:� redc�cir�g the s�ze of the � �rQ�riafe and practicable include
aquatic resour�ce vaiues; and r�piacing #he �oss af%�c�t�.�ourc�e�va�tue�s by�cr��'ng��
restoring, and enharicing simiI.a,c fuactions and values. In a�ldition, mitiga��n must address '
imgacts a�d r,aar,ot be used to Qf#set the �„"reage or wettand 1QSSes that woicfd ovcttr xn ard�r �
. 4
sE�'d Z�696L��L6I O1 W0� WdO�:�T 966I-�0-60
. . �
`" . ' � �
ta meet tl�a�ereage Iimits of�me of the nationwide�pennits (e.g, ftve ac�rs of wetiands
cannot be crea,t�d t� change a sx acre loss of wetlands to a one acre �oss� however t�ie frve
created acres can be us�ed to reduce Nie irripa,crs of the si�c acrz loss}, ' ' '
B. SE�"!'iflN 404 ��T.Y COI�fiDITT4AIS. �a �ditina ta the General Cotiditiions, �the
f�Ilowi�g ca�ditions app�Y or,ZY to ac#iv�ties r�invaive t�e discharg�e of dredg�d ar fill
material and �tust be fa�lowe� in order for authari�ati4n by► the t�atioriw�de p� t� be
valid:
1. l�io dischat'ge of dredged or fill rnateaal may occur ia tt►e proximity o#'apublic
water �pp1y iatalae ex�ept wh�re t�e discharge is far r�pair �f't�public water suppiy
in�ire structur+es or�a.cent ban.fic stah�Ii�c�n.
2. No r�tscbarge of dr�ged or h'�1 material may a�cur in �as of conc�ntrated
a�thor��d by Nationw�de Pernut 4�� � d�rectiy related to a s�e�lfu� harves�ng activity
3. No discharge of dre�ged ar fiII mat�rial may cor� of unsuitab2e materiai (e.g.
srash, debris, car bodies, eLc-? and z►tafe�ial disc.�arge� must be free from tvxic poiIutanis ia
��cic amou� t�ee Section 3�'7 af t�e �`leat� Wa,iGr Act).
�. Discharges of dredg�i arr fiit mat� in wat�rs nf thc united Stat,�s inust be
minimi7.ed ar avoided Y� the maximtun c,xtent pr�cab3.� at t�
�r►less ihe District Engineer �as appmved a comp�saaion mirigation pIaa for�the���c
regesI�ted activity.
m�ximum �.��� � ��� � dt�ring spavvning xeason.s must be avoided to the
Fr�a�ctic�b e.
6. To the maximum ext�at practicable, disGtarges must not per�manendy �.ctzict or
impede the passage af normal or e�rP� higt� flnws or cause the relocati�m of ihe water
(unless the z � .
�az�' Purpose of the fiIl is oa impa�nd wat�rs).
7. If the dixharg� �trs azt impamdment vf w�tes, adverse-impacts on �e aquatic
sysbem caused by t�e a�aeler�ed'pa,ssage of w�ater ana/aor i�e r�ct�o�t vf itS fZow shall i�e
� min5mized to 3he m�xirnum cztent px�acticas�ie.
8. IZischarges inte bre�ding are�s for migt�tory waterfowl mttst be avoided to the �
maximum �� pr,���ie_ -
_ 9. Any temPora�Y f�7�s mvst be �emov�3 in their entirety and the affect�d areas
reittrned to t4e p�exi�t�ng eYevarion. .
C. �3RTHER .INFQRMATIQN_ .
1, Distnict T��xrjeers ha.ve tb,e �uihority to ci�terraine if an activity c�omplies w�th the '
t�nns and conctitians of a naiionwide pea�m��, '
2. Nationwide permits do aot ohviat� the n�ed to �btain other ��i, state, or
Ia� p�its, �p�'ovals, or autttori2�tions re�uired by Iaw. �
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othec�rss. 4. Nationwi� permiu dn not authnzize �ny injury m.t�e pro�riy or righ�Es af
p �tationuvide perniits do not autfioriz�interfe,rence with aiiy �xxi�g or rQ sed
Federai rro�ct. i � �y
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FRONTIER FIRE„ PROTECTION,_�NC. -
2617 WEST HOLDEN PLACE,
' „U�
1,r '�Q r e
DENVER, COLORADO 80204 � ���-� � 5 ��
303-434-0502 ' ;���r� � ` "
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.
CONTRACTOR FRONTIER FIRE PROTECTION
NAME VAIL VILLAGE CLUB
LOCATION 249 N. HANSEN RD. VAIL, COLORADO
SYSTEM NO. 1
CONTRACT N0. 96-2617
v��
` '�,� �' ToMm of Vait
�� • ��� ��
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.� �ICE
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,. � PAGE 001
FRONTIER FIRE PROTECTION,INC. '
DENVER, COLORADO 80204
303-434-0502
HYDRAULIC DESIGN INFORMATION SHEET
NAME - VAIL VILLAGE CLUB DATE - 7-1-96
LOCATION - 249 N. HANSEN RD. VAIL, COLORADO
BUILDING - 4TH FLOOR SYSTEM NO. - 1
CONTRACTOR - FRONTIER FIRE PROTECTION CONTRACT NO. - 96-2617
CALCULATED BY - STEVE MARTIN DRAWING NO. -
CONSTRUCTION: t ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 8FT
OCCUPANCY - RESTAURANT SEATING
S (X)NFPA 13 (X)LT. HAZ. ORD.HAZ.GP. ( ) 1 ( ) 2 ( ) 3 ( )EX.HAZ.
Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE
S ( ?OTHER
T ( ) SPECIFIC RULING MADE BY DATE
E
M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE SPRINKLER/NOZZLE
DENSITY-GPM/Ft"2 .1000 (X) WET MAKE CENTRAL
D AREA PER SPRINKLER 156.00 ( ) DRY MODEL GB-4
E ELEVATION AT HIGHEST OUTLET 141 ( ) DELUGE SIZE 1/2"
S HOSE ALLOWANCE GPM-INSIDE 100 ( ? PREACTION K-FACTOR 5.60
I RACK SPRINKLER ALLOWANCE 0 ( ) TEMP.RAT. 155
G HOSE ALLOWANCE GPM-OUTSIDE 0
N
NOTE
CALCULATION GPM REQUIRED 706.27 PSI REQUIRED 120.63 � CITY CONN
� SUMMARY C-FACTOR USED: OVERHEAD 120 UNDERGROUND 140
W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR:
A DATE OF TEST 6-19-96 CAP.
T TIME OF TEST 3:00 PM RATED CAP. 0 ELEV.
E STATIC (PSI) 135.000 � PSI 0
R RESIDUAL (PSI) 120.0 ELEV. 0 WELL
FLOW (GPM) 1300 PROOF FLOW GPM
S ELEVATION 100
U
P LOCATION C� JOBSITE
P
L SOURCE OF INFORMATION FRONTIER FIRE PROT & UPPER EAGLE VALLEY WATER
Y I
C COMMODITY CLASS LOCATION
O STORAGE HT. AREA AISLE W.
M STORAGE METHOD: SOLID PILED � PALLETIZED � RACK �
M
( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP.
S R ( ) DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( ) NON
T A ( ) MULT. ROW ( ) OPEN SHELF
O C
R K FLUE SPACING CLEARANCE:STORAGE TO CEILING
A LONGITUDINAL TRANSVERSE
G
E HORIZONTAL BARRIERS PROVIDED:
l UNITS - DIAMETER (INCH) LENGTH (FOOT? FLOW(GPM) PRESSURE (PSI)
�.�,'
" `' PAGE 002
FRONTIER FIRE PROTECTION,INC.
�� �
Water Supply Curve
Static Press.= 135.000 PSI
Resid. Press.= i20.000 PSI
� , Resid. Flow = 1300.000 GPM
� . Press Available at
. . 706.27 GPM
. 130. 148 PSI
. I
. �
. v
�
Safety Margin I .
9.515 PSI-------> i •
v . Flow Available at Demand
x<------------->*<----- 1270.04 GPM
\ \ \ ; Safety Margin .
\ \ \; 563.77 GPM .
Total System \ \ � -
Demand \ \ i •
706.27 GPM \ � -
120.63 PSI \� •
i •
. ' '
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� JOB- HYDR-ACC Area No. 1 JOB N0- 2617.-4 -1 DATE 062496 PAGE` ' 3 '
C
FITTING NAME TABLE
ABBREV. NAME
A Generic Alarm Va
B Generic Butterfly Valve
C Generic Swing Ch
D Generic Dry Pipe Valve
E 90' Standard Elbow
F 45' Elbow
G Generic Gate Valve
K Generic Detector
L 90' Long Turn Elbow
M 90' Medium Turn Elbow
Q Generic Flow Control Val
S FLOW SWITCH
T 90' Flow thru Te
W Generic Wafer Ch .
Z Generic Wafer Ch
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� � FRONTIER FIRE PROTECTION,INC.
JOB- HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 4
� '� NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. (FT. ) K-FACTOR (PSI) (U.S.GPM)
--------------------------------------------------------------------------------
2 141.00 47.2
4 141.00 43.0
5 141.00 42•9
6 141.00 42.8
8 141.00 25.6
9 141.00 5.60 24.7 27.8
10 141.00 20.8
11 141.00 16.2
12 141.00 5.60 14.7 21.5
13 141.00 14.4
14 141.00 12.3
15 141.00 8•'1
16 141.00 5.60 7.7 15.6
17 141.00 36.4
18 141.00 35.7
19 141.00 29.4
_ 20 141.00 5.60 27.8 29.5
21 141.00 35.5
23 141.00 26.5
24 141.00 25.2
25 141.00 5.60 22.4 26.5
26 141.00 19.6
27 141.00 5.60 18.5 24.1
28 141.00 � 38.8 �
29 141.00 5.60 30.4 30.9
� \� 30 141.00 21.6
31 141.00 5.60 19.3 24.6
32 141.00 5.60 22.7 26.7
33 141.00 19.0
34 141.00 13.7
35 141.00 5.60 13.1 20.2
36 141.00 5.60 15.3 21.9
37 141.00 5.60 13.1 20.3
38 141.00 5.60 11.5 18.9
39 141.00 5.60 8.3 16.1
40 141.00 5.60 34.7 - 33.0
41 141.00 5.60 33.0 32.2
42 141.00 5.60 27.9 29.6
43 141.00 5.60 33.8 32.5
44 141.00 5.60 24.0 27.4
46 141.00 5.60 18.3 23.9
47 141.00 5.60 36.9 34.0
48 141.00 5.60 20.4 25.3
49 141.00 5.60 17.3 23.3
50 141.00 5.60 12.2 19.5
4TH 141.00 58.2
STP 99.00 109.1 ,
U/G 89.00 123.5 ,
BKFL 94.00 113.0
CONN 100.00 120.6
HOSE 136.00 60.8 100.0
TASR 99.00 110.5
�_._
Max velocity of 23.30 occurs in the pipe FROM 2 TO 4TH
pr:~s� ��,�: ,: , ��a -,:; ��;�<,,_ I, ���,yr �'
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'` • FRONTIER FIRE PROTECTION,INC.
JOBT HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
19.56 1.104 2E 5.13 3.87 12.20 12.20 K = 5.60
50 C=120 1T 6.42 11.55 0.00 0.00
19.56 0.0972 0.00 15.42 1.50 0.00 Vel = 6. 56
34 19.56 13.70 K = 5.284
23.33 1.104 1T 6.42 5.91 17.35 17.35 K = 5.60
49 C=120 0.00 6.42 0.00 0.00
23.33 0.1346 0.00 12.33 1.66 0.00 Vel = 7.82
33 23.33 19.01 K = 5.350
25.32 1.104 1T 6. 42 1.00 20.45 20.45 K = 5.60
48 C=120 0.00 6.42 0.00 0.00
25.32 0.1563 0.00 7.42 1.16 0.00 Vel = 8.49
30 25.32 21.61 K = 5.447
34.02 1.104 1T 6.42 0.58 36.90 36.90 K = 5.60
47 C=120 0.00 6.42 0.00 0.00
34.02 0.2714 0.00 7.00 1.90 0.00 Vel = 11.40
28 34.02 38.80 K = 5.462
23.98 1.104 1T 6. 92 2.95 18.34 18.34 K = 5.60
46 C=120 0.00 6.42 0.00 0.00
23.98 0.1419 0.00 9.37 1.33 0.00 Vel = 8 .04
26 23.98 19.67 K = 5.407
27.47 1.104 1T 6. 42 7.04 24.06 24.06 K = 5.60
44 C=120 0.00 6.42 0.00 0.00
27.47 0.1827 0.00 13.46 2.46 0.00 Vel = 9.21
_ .335 I�
23 27.47 26.52 K 5
32.59 1.104 1T 6.42 0. 45 33.87 33.87 K = 5.60
43 C=I20 0.00 6.42 0.00 0.00
32.59 0.2503 0.00 6.87 1.72 0.00 Vel = 10.92
�, UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM? PRESSURE (PSI)
;�
. . . � . ''�-� , `3'���� � . . , .. -. � .. ..__.
'� • FRONTIER FIRE PROTECTION,INC:
JOB- HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 6
;�
� HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG' S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
21 32.59 35. 59 K = 5.463
29.62 1.104 1T 6.42 0.79 27.97 27.97 K = 5.60
42 C=120 0.00 6.42 0.00 0.00
29.62 0.2094 0.00 7.21 1 . 51 0.00 Vel = 9.93
19 29.62 29.48 K = 5.455
32.21 1.104 1T 6.42 4.45 33.08 33.08 K = 5.60
41 C=120 0.00 6.42 0.00 0.00
32.21 0.2447 0.00 10.87 2.66 0.00 Vel = 10.80
18 32.21 - 35.74 ' K = 5.388
33.00 1.104 1T 6.42 0.50 34.72 34.72 K = 5.60
40 C=120 0.00 6.42 0.00 0.00
33.00 Q.2557 0.00 6.92 1.77 0.00 Vel = 11.06
17 33.00 36.49 K = 5.463
16.18 1.104 lE 2.57 3.75 8.35 8.35 K = 5.60
39 C=120 0.00 2. 57 0.00 0.00
16.18 0.0680 0.00 6.32 0.43 0.00 Vel = 5.42
15 16.18 8.78 K = 5.460
18.99 1.104 lE 2.57 7 .04 11.50 11.50 K = 5.60
38 C=120 0.00 2.57 0.00 0.00
18.99 0.0915 0.00 9.61 0.88 0.00 Vel = 6.36
14 18.99 12.38 K = 5.396
20.30 1.104 1T 6.42 5.91 13.14 13.14 K = 5.60 �,
37 C=120 0.00 6.42 0.00 0.00
20.30 0.1046 0.00 12.33 1.29 0.00 Vel = 6.80
13 20.30 14.43 K = 5.345
� UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
: . . . • ;
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'° '• FRONTIER FIRE PROTECTION,INC.
JOB- HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 7
` HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
21.90 1.104 1T 6.42 1.29 15.30 15.30 K = 5.60
36 C=120 0.00 6.42 0.00 0.00
21.90 0.1193 0.00 7.71 0.92 0.00 Vel = 7.34
11 21.90 16.22 K = 5.437
20.27 1.104 1E 2.57 3.20 13.10 13.10 K = 5.60
35 C=120 0.00 2.57 0.00 0.00
20.27 0.1039 0.00 5.77 0.60 0.00 Vel = 6.79
19.56 1.104 2E 5.13 9.50 13.70 13.70
34 C=120 0.00 5.13 0.00 0.00
39.83 0.3629 0.00 14.63 5.31 0.00 Vel = 13.35
23.33 1.452 1T 7.69 0.62 19.01 19.01
33 C=120 0.00 7.69 0.00 0.00
63.16 0.2250 0.00 8.31 1.87 0.00 Vel = 12.24
10 63.16 20.88 K = 13.823
� 26.73 1.104 1E 2.57 7.54 22.78 22.78 K = 5.60
32 C=120 1T 6.42 8.98 0.00 0.00
26.73 0.1731 0.00 16.52 2.86 0.00 Vel = 8.96
8 26.73 25.64 K = 5.279
24.64 1.104 3E 7.70 7.33 19.37 19.37 K = 5.60
31 C=120 0.00 7.70 0.00 0.00
24.64 0.1490 0.00 15.03 2.24 0.00 Vel = 8.26
25.32 1.104 2E 5.13 10.95 21.61 21.61
30 C=120 0.00 5.13 0.00 0.00
49.96 0.5516 0.00 16.08 8.87 0.00 Vel = 16.74
30.92 1.452 4E 15.37 8.08 30.48 30.48 K = 5.60
29 C=120 0.00 15.37 0.00 0.00
80.88 0.3547 0.00 23.45 8.32 0.00 Vel = 15.67 I
34.02 1.687 1T 10.04 2.75 38.80 38.80 I
28 C=120 0.00 10.04 0.00 0.00
114.90 0.3268 0.00 12.79 4.18 0.00 Vel = 16.49
5 114.90 42.98 K = 17.527
� UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
� � � � � � � � ��: �
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'� '� FRONTIER FIRE PROTECTION,INC.
JOB- HYDR-ACC Area No. 1 JOB N0- 2617-4 -1 DATE 062496 PAGE ,:.. 8
�/ HYD. Qa DIA. FITTING PIPE Pt Pt '
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
24.12 1.109 0.00 7.79 18.55 18.55 K = 5.60
27 C=120 0.00 0.00 0.00 0.00
� 24.12 0.1437 0.00 7.79 1.12 0.00 Vel = 8.08
23.98 1.104 0.00 5.45 19.67 19.67
26 C=120 0.00 0.00 0.00 0.00
48.10 0.5155 0.00 5.45 2.81 0.00 Vel = 16.12
26.55 1.452 1T 7.69 1.29 22.48 22.48 K = 5.60
25 C=120 0.00 7.69 0.00 0.00
74.65 0.3051 0.00 8.98 2.74 0.00 Vel = 14.46
0.00 1.452 0.00 4.25 25.22 25.22
24 C=120 0.00 0.00 0.00 0.00
74.65 0.3058 0.00 4.25 1.30 0.00 Vel = 14.46
27.47 1.687 4E 20.08 11.95 26.52 26.52
23 C=120 1F 2.51 22.59 0.00 0.00
102.12 0.2625 0.00 34.54 9.07 0.00 Vel = 14.66
32.60 1.687 1F 2.51 4.54 35.59 35.59
21 C=120 1T 10.04 12.55 0.00 0.00
134.72 0.4388 0.00 17.09 7.50 0.00 Vel = 19.34
t�
� 4 134.72 43.09 K = 20.523
29.56 1.104 lE 2.57 5.16 27.87 27.87 K = 5.60
20 C=120 0.00 2.57 0.00 0.00
29.56 0.2082 0.00 7.73 1.61 0.00 Vel = 9.91
29.62 1.104 0.00 8.29 29.48 29.48
19 C=120 0.00 0.00 0.00 0.00
59.18 0.7551 0.00 8.29 6.26 0.00 Vel = 19.83
32.21 1.452 0.00 1.70 35.74 35.74
18 C=120 0.00 0.00 0.00 0.00
91.39 0.4411 0.00 1.70 0.75 0.00 Vel = 17.71
32.99 1.687 3E 15.06 3.25 36.49 36.49
17 C=120 1T 10.04 25.10 0.00 0.00
124.38 0.3784 0.00 28.35 10.73 0.00 Vel = 17.85
i
2 124.38 47.22 K = 18.099 �,
15.60 1.104 2E 5.13 4.41 7.76 7.76 K = 5.60
16 C=120 1T 6.42 11.55 0.00 0.00
15.60 0.0639 0.00 15.96 1.02 0.00 Vel = 5.23
� UNITS - DIAMETER (INCH) LENGTH (FOOT? FLOW (GPM) PRESSURE (PSI)
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JOB- HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 9
( HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv **x**** NOTES *x****
I POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
16.18 1.104 1T 6.42 8.66 8.78 8.78
15 C=120 0.00 6.42 0.00 0.00
31.78 0.2387 0.00 15.08 3.60 0.00 Vel = 10.65
18.99 1.452 2E 7.69 5.95 12.38 12.38
14 C=120 0.00 7 .69 0.00 0.00
50.77 0.1502 0.00 13.64 2.05 0.00 Vel = 9.84
20.30 1.687 0.00 2.58 14.43 14.43
13 C=120 0.00 0.00 0.00 0.00
71.07 0.1317 0.00 2.58 0.34 0.00 Vel = 10.20
21.53 1.687 0.00 6.62 14.77 14.77 K = 5.60
12 C=120 0.00 0.00 0.00 0.00
92.60 0.2190 0.00 6.62 1.45 0.00 Vel = 13.29
21.90 1.687 1T 10.04 4.29 16.22 16.22
11 C=120 0.00 10.04 0.00 0.00
114.50 0.3251 0.00 14.33 4.66 0.00 Vel = 16.43
63.16 2.154 2E 12.22 5.37 20.88 20.88
10 C=120 0.00 12.22 0.00 0.00
177.66 0.2222 0.00 17.59 3.91 0.00 Vel = 15.64
( 27.89 2.154 0.00 2.91 24.79 24.79 K = 5.60
9 C=120 0.00 0.00 0.00 0.00
205.55 0.2920 0.00 2.91 0.85 0.00 Vel = 18.10
26.72 2.154 4E 24.44 10.50 25.64 25.64
8 . C=120 1T 12.22 36.66 0.00 0.00
232.27 0.3655 0.00 47.16 17.24 0.00 Vel = 20.45
0.00 3.260 0.00 1.95 42.88 42.88
6 C=120 0.00 0.00 0.00 0.00
232.27 0.0512 0.00 1.95 0.10 0.00 Vel = 8.93
114.90 3.260 0.00 1.12 42.98 42.98
5 C=120 0.00 0.00 0.00 0.00
� 347.17 0.0982 0.00 1.12 0.11 0.00 Vel = 13.34
134.72 3.260 2E 18.82 3.25 43.09 43.09
4 C=120 0.00 18.82 0.00 0.00 �i
481.89 0.1871 0.00 22.07 4.13 0.00 Vel = 18.52 �
124.38 3.260 1B 13.44 6.37 47.22 47.22
� 2 C=120 lE 9.41 32.26 0.00 0.00
606.27 0.2865 1S 9.41 38.63 11.07 0.00 Vel = 23.30
0.00 4.260 0.00 5.50 58.29 58.29
4TH C=120 0.00 0.00 2.17 0.00
606.27 0.0781 0.00 5.50 0.43 0.00 Vel = 13.65
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
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' '� FRONTIER FIRE PROTECTION,INC. �
JOB- HYDR-ACC Area No. 1 JOB NO- 2617-4 -1 DATE 062496 PAGE 10
"
� HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
I 100.00 4.260 1B 15.80 125.00 60.89 60.89 Qa = 100
HOSE C=120 11E 144.87 187.01 16.02 0.00
706.27 0.1032 1T 26.34 312.01 32.22 0.00 Vel = 15.90
0.00 6.357 5E 87.99 9.94 109:13 109.13
STP C=120 0.00 87.99 0.00 0.00
706.27 0.0147 0.00 97 .93 1.44 0.00 Vel = 7.14
0.00 6.357 1S 17.60 5.00 110.57 110.57
TASR C=120 0.00 17.60 2.17 0.00
706.27 0.0146 0.00 22.60 0.33 0.00 Vel = 7.14
0.00 6.357 1E 17.60 5.00 113.07 113.07
BKFL C=120 0.00 17.60 10.17 0.00 Fixed Loss = +g.00
706.27 0.0146 0.00 22.60 0.33 0.00 Vel = 7.14
0.00 6.030 2E 36.20 49.00 123.57 123.57
U/G C=140 1G 3.88 78.86 -4.76 0.00
706.27 0.0142 1T 38.78 127.86 1.82 0.00 Vel = 7.93
CONN 706.27 120.63 K = 64.304
II
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. . .FIRE PROTECTION BY COMPUTER DESIGN
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FRONTIER FIRE PROTECTION,INC.
2617 WEST HOLDEN PLACE,
DENVER, COLORADO 80204 _
303-434-0502
CONTRACTOR FRONTIER FIRE PROTECTION
NAME VAIL VILLAGE CLUB
LOCATION 249 N. HANSEN RD. VAIL, COLORADO
SYSTEM NO. 1
CONTRACT NO. 96-2617 � '
1
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FRONTIER FIRE PROTECTION,INC.
DENVER, COLORADO 80204
( 303-434-0502
HYDRAULIC DESIGN INFORMATION SHEET
NAME - VAIL VILLAGE CLUB DATE - 7-1-96
LOCATION - 249 N. HANSEN RD. VAIL, COLORADO
BUILDING - 1ST FLOOR SYSTEM NO. - 1
CONTRACTOR - FRONTIER FIRE PROTECTION CONTRACT NO. - 96-2617
� CALCULATED BY - STEVE MARTIN DRAWING N0. -
CONSTRUCTION: ( ) COMBUSTIBLE (X) NON-COMBUSTIBLE CEILING HEIGHT 8FT
OCCUPANCY - RETAIL SPACE
S (X)NFPA 13 ( ) LT. HAZ. ORD.HAZ.GP. ( ) 1 (X) 2 ( ) 3 ( )EX.HAZ.
Y ( )NFPA 231 ( )NFPA 231C FIGURE CURVE
S ( )OTHER
T ( )SPECIFIC RULING MADE BY DATE
E
M AREA OF SPRINKLER OPERATION 1500 SYSTEM TYPE SPRINKLER/NOZZLE
DENSITY-GPM/Ft"2 .200U (X) WET MAKE CENTRAL
D AREA PER SPRINKLER 82.500 ( ? DRY MODEL GB-4
E ELEVATION AT HIGHEST OUTLET 109 ( ) DELUGE SIZE 1/2"
S HOSE ALLOWANCE GPM-INSIDE 100 ( ) PREACTION K-FACTOR 5.60
I RACK SPRINKLER ALLOWANCE 0 O TEMP.RAT. 155
G HOSE ALLOWANCE GPM-OUTSIDE 150
N
NOTE
CALCULATION GPM REQUIRED 826.30 PSI REQUIRED 80.00 (� CITY CONN
� SUMMARY C-FACTOR USED: OVERHEAD 120 _ UNDERGROUND 140
W WATER FLOW TEST: PUMP DATA: TANK OR RESERVOIR:
A DATE OF TEST 6-19-96 ' CAP.
T TIME OF TEST 3:00 PM RATED CAP. 0 ELEV.
E STATIC (PS11 135.000 C� PSI 0
R RESIDUAL (PSI) 120.0 ELEV. 0 WELL
FLOW (GPM) 1300 PROOF FLOW GPM
S ELEVATION 100
U
P LOCATION C� JOBSITE
P
L SOURCE OF INFORMATION FRONTIER FIRE PROT & UPPER EAGLE VALLEY WATER
Y
C COMMODITY CLASS LOCATION
O STORAGE HT. AREA AISLE W.
M STORAGE METHOD: SOLID PILED `-k PALLETIZED % RACK �
M ,
( ) SINGLE ROW ( ) CONVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP. '
S R O DOUBLE ROW O SLAVE PALLET O SOLID SHELF O NON
T A O MULT. ROW O OPEN SHELF
O C
R K FLUE SPACING CLEARANCE:STORAGE TO CEILING
A LONGITUDINAL TRANSVERSE
G
E HORIZONTAL BARRIERS PROVIDED:
( UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW(GPM) PRESSURE (PSI)
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FRONTIER FIRE PROTECTION,INC. _. �'-��"`.
� ;�:.�
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� Water Supply Curve
Static Press.= 135.000 PSI
. Resid. Press.= 120.000 PSI
, Resid. Flow = 1300.000 GPM
. . Press Available at
. 826.30 GPM
� . 128.513 PSI
. I
. f
. v
*
Safety Margin I • .
48.511 PSI-------> I .
v . Flow Available at Demand
x<------------->*<----- 2623.89 GPM
\ \ \ I Safety Margin .
\ \ \ ; 1797.59 GPM .
Total System \ \ I -
Demand \ \; .
826.30 GPM \ I •
80.00 PSI \ I .
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JOB- HYDR-ACC =Area No. 2 JOB NO- 2617-1 �,-2 � �DATE 070296 PAGE `''3
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� FITTING NAME TABLE
ABBREV. NAME
A Generic Alarm Va
B Generic Butterfly Valve
C Generic Swing Ch
D Generic Dry Pipe Valve
E 90' Stand�rd Elbow
F 45' Elbow
G Generic Gate Valve
K Generic Detector
L 90' Long Turn Elbow
M 90' Medium Turn Elbow
Q Generic Flow Control Val
S FLOW SWITCH
T 90' Flow thru Te
W Generic Wafer Ch �
Z Generic Wafer Ch
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FRONTIER.::;FIRE .PROTECTION,,INC. . ;.
�JOB- HYDR-ACC Area No. 2 JOB NO- 2617-1 2,W �DATE 070296.'PAGE' � 4��;
C ' NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES
NO. (FT. ) K-FACTOR (PSI) (U.S.GPM)
--------------------------------------------------------------------------------
2 109.00 33.2
3 109.00 30.8
4 109.00 30.6 ,
5 109.00 28.5
6 109.00 2'1•8
7 109.00 24.4
9 109.00 18•�
10 109.00 5.60 14. 5 21.3
11 109.00 5.60 13.6 20.6
12 109.00 33.1
13 109.00 5.60 30.2 30.8
14 109.00 29.6
15 109.00 29.2
16 109.00 27.3
17 109.00 26.2
18 109.00 5.60 23.9 27.4-
19 109.00 5.60 28.9 30.1
20 109.00 5.60 28.4 29.8
21 109.00 21.8
22 109.OQ 5.60 20.3 25.2
23 109.00 19.2
24 109.00 5.60 14.2 21.1
25 109.00 13.8 .
- 26 109.00 5.60 13.1 20.3
29 109.00 5.60 20.9 25.6
30 109.00 17.4
32 109.00 5.60 12.7 20.0
33 109.00 5.60 12.1 19.5
34 109.00 5.60 25.9 28.5
� 35 109.00 5.60 26.7 28.9
36 109.00 5.60 26.7 28.9
37 109.00 5.60 24.9 27.9
38 109.00 5.60 24.9 27.9
39 109.00 5.60 23.9 27.4
40 109.00 5.60 18.7 24.2
41 109.00 5.60 17.6 23.5
42 109.00 5.60 18.8 24.3
44 109.00 5.60 12.2 19.6
45 109.00 5.60 16.3 22.6
1ST 109.00 53.9 100.0
STP 99.00 68.8
U/G 89.00 83.0
BKFL 94.00 72.6 ,
CONN 100.00 80.0 150.0
TASR 99.00 70.1
Max velocity of 22.15 occurs in the pipe FROM 2 TO 1ST
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, , ' F•RONTIER FIRE�,PROTECTION,INC. _ I` :,x,.,
. JOB- HYDR-ACC Area No. 2 .JOB .NO- 2617-1 -2 �-. DATE 070296 -PAGE� � 5��;s.
. � ;�x;, ���.:
� HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
22.63 1.104 lE 2.57 6.19 16.34 16.34 K = 5.60
45 C=120 0.00 2.57 0.00 0.00
� 22.63 0.1267 0.00 8.76 1.11 0.00 Vel = 7.58
30 22.63 17.45 K = 5.417
19.61 1.104 lE 2.57 6.78 12.26 12.26 K = 5.60
44 C=120 1T 6.42 8.98 0.00 0.00
19.61 0.0977 0.00 15.76 1.54 0.00 Vel = 6.57
25 19.61 13.80 K = 5.279
24.34 1.104 0.00 2.16 18.89 18.89 K = 5.60
42 C=120 0.00 0.00 0.00 0.00
24.34 0.1481 0.00 2.16 0.32 0.00 Vel = 8.16
23 24.34 19.21 K = 5.554 .
23.55 1.104 0.00 7.45 17.68 17.68 K = 5.60
� 41 C=120 0.00 0.00 0.00 0.00
23.55 0.1369 0.00 7.45 1.02 0.00 Vel = 7.89
24.22 1.452 2E 7.69 8.08 18.70 18.70 K = 5.60
40 C=120 1T 7.69 15.37 0.00 0.00
47.77 0.1339 0.00 23.45 3.14 0.00 Vel = 9.26
21 47.77 21.84 K = 10.222
27.43 1.104 1T 6.42 5.91 23.99 23.99 K = 5.60
39 C=120 0.00 6.42 0.00 0.00
27.43 0.1816 0.00 12.33 2.24 0.00 Vel = 9.19
17 27.43 26.23 K = 5.356
28.00 1.104 1T 6.42 5.91 24.99 24.99 K = 5.60
38 C=120 0.00 6.42 0.00 0.00
28.00 0.1889 0.00 12.33 2.33 0.00 Vel = 9.38 '
- I
16 28.00 27.32 K = 5.357
; UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
`
.;. ,_ , . _ ,
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, , FRONTIER FIRE PROTECTION,INC.
JOB- HYDR-ACC Area No. 2 JOB NO- 2617-1 -2 DATE 070296 PAGE 6
! HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
27.98 1.104 1T 6.42 6.04 24.97 24.97 K = 5.60
37 C=120 0.00 6.42 0.00 0.00
27.98 0.1886 0.00 12.46 2.35 0.00 Vel = 9.38
16 27.98 27.32 K = 5.353
28.98 1.104 1T 6.42 5.91 26.77 26.77 K = 5.60
36 C=120 0.00 6.42 0.00 0.00
28.98 0.2019 0.00 12.33 2.49 0.00 Vel = 9.71
15 28.98 29.26 K = 5.358
28.96 1.104 1T 6.42 6.04 26.75 26.75 K = 5.60
35 C=120 0.00 6.42 0.00 0.00
28.96 0.2014 0.00 12.46 2.51 0.00 Vel = 9.71
15 28.96 29.26 K = 5.354
( 28.50 1.104 1E 2.57 10.25 25.90 25.90 K = 5.60
34 C=120 1T 6.42 8.98 0.00 0.00
28.50 �0.1955 0.00 19.23 3.76 0.00 Vel = 9.55
14 28.50 29.66 K = 5.233
19.50 1.104 0.00 6.79 12.13 12.13 K = 5.60
33 C=120 0.00 0.00 0.00 0.00
19.50 0.0957 0.00 6.79 0.65 0.00 Vel = 6.54
20.02 1.104 1E 2.57 4.08 12.78 12.78 K = 5.60
32 C=120 1T 6.42 8.98 0.00 0.00
39.52 0.3575 0.00 13.06 4.67 0.00 Vel = 13.25
22.64 1.452 0.00 5.95 17.45 17.45
30 C=120 0.00 0.00 0.00 0.00
62.16 0.2184 0.00 5.95 1.30 0.00 Vel = 12.04 '
9 62.16 18.75 K = 14.356
25.65 1.104 2E 5.13 9.95 20.98 20.98 K = 5.60
29 C=120 1T 6.42 11.55 0.00 0.00
25.65 0.1609 0.00 21.50 3.46 0.00 Vel = 8.60
� UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
r,
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JOB- HYDR-ACC Area No. 2 JOB NO- 2617-1 -2 DATE 070296 PAGE 7
;
� HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" or FTNG' S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
7 25.65 24.44 K = 5.189
20.31 1.104 0.00 6.17 13.16 13.16 K = 5.60
26 C=120 0.00 0.00 0.00 0.00
20.31 0.1037 0.00 6.17 0.69 0.00 Vel = 6.81
19.61 1.104 0.00 1.28 13.80 13.80
25 C=120 0.00 0.00 0.00 0.00
39.92 0.3671 0.00 1.28 0.47 0.00 Vel = 13.38
21.15 1.452 2E 7.69 8.08 14.27 14.27 K = 5.60
24 C=120 1T 7.69 15.37 0.00 0.00
61.07 0.2106 0.00 23.45 4.94 0.00 Ve1 = 11.83
24.34 1.687 0.00 5.95 19.21 19.21
23 C=120 0.00 0.00 0.00 0.00
85.41 0.1882 0.00 5.95 1.12 0.00 Vel = 12.26
25.25 1.687 0.00 4.95 20.33 20.33 K = 5.60
22 C=120 0.00 0.00 0.00 0.00
110.66 0.3050 0.00 4.95 1.51 0.00 Vel = 15.88
, 47.77 2.154 2T 24.44 12.70 21.84 21.84
21 C=120 0.00 24.44 0.00 0.00
158.43 0.1801 0.00 37.14 6.69 0.00 Vel = 13.95
5 158.43 28.53 K = 29.661
29.85 1.104 1T 6.42 4.12 28.41 28.41 K = 5.60
20 C=120 0.00 6.42 0.00 0.00
29.85 0.2125 0.00 10.54 2.24 0.00 Vel = 10.00
4 29.85 30.65 K = 5.391
30.11 1.104 1T 6.42 2.33 28.91 28.91 K = 5.60
19 C=120 0.00 6.42 0.00 0.00
30.11 0.2171 0.00 8.75 1.90 0.00 Vel = 10.09 I
�
3 30.11 • 30,81 K = 5.425
27.41 1.104 1T 6.42 6.04 23.97 23.97 K = 5.60
18 C=120 0.00 6.42 0.00 0.00
27.41 0.1813 0.00 12.46 2.26 0.00 Vel = 9•19 !
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRES5URE (PSI)
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. . ----�-- .:._ .. - . .. .. , .. . __'_. ..C. n - - -- ... .. �
� • FRONTIER FIRE PROTECTION,INC.
JOB- HYDR-ACC Area No. 2 JOB NO- 2617-1 -2 DATE 070296 PAGE 8
� HYD. Qa DIA. FITTING PIPE Pt Pt
REF � "C" or FTNG' S Pe Pv ******* �10TES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
27.43 1.452 0.00 6.33 26.23 26.23
17 C=120 0.00 0.00 0.00 0.00
54.84 0.1721 0.00 6.33. 1.09 0.00 Vel = 10.63
55.98 1.687 0.00 6.33 27.32 27.32
16 C=120 0.00 0.00 0.00 0.00
110.82 0.3064 0.00 6.33 1.94 0.00 Vel = 15.91
57.94 2.154 0.00 2.00 29.26 29.26
15 C=120 0.00 0.00 0.00 0.00
168.76 0.2000 0.00 2.00 0.40 0.00 Vel = 14.86
28.50 2.154 1T 12.22 0.99 29.66 29.66
14 C=120 0.00 12.22 0.00 0.00
197.26 0.2702 0.00 13.21 3.57 0.00 Vel = 17.37
2 197.26 33.23 K = 34.219
30.82 1.104 1T 6.42 6.04 30.28 30.28 K = 5.60
13 C=120 0.00 6.42 0.00 0.00
30.82 0.2263 0.00 12.46 2.82 0.00 Vel = 10.33
� 0.00 2.154 1T 12.22 3.32 33.10 33.10
� 12 C=120 0.00 12.22 0.00 0.00
30.82 0.0083 0.00 15. 54 0.13 0.00 Vel = 2.71
2 30.82 33.23 K = 5.346
20.66 1.104 0.00 8.72 13.61 13.61 K = 5.60
11 C=120 0.00 0.00 0.00 0.00
20.66 0.1077 0.00 8.72 0.94 0.00 Vel = 6.92
21.36 1.104 1E 2.57 1. 50 14.55 14.55 K = 5.60
10 C=120 1T 6.42 8.98 0.00 0.00
42.02 0.4007 0.00 10.48 4.20 0.00 Vel = 14.08
62.16 1.687 1E 5.02 5.81 18.75 18.75
9 C=120 1T 10.04 15.06 0.00 0.00
104.18 0.2726 0.00 20.87 5.69 0.00 Vel = 14.95 '
25.65 2.154 1T 12.22 15.46 24.44 24.44
7 C=120 0.00 12.22 0.00 0.00
129.83 0.1246 0.00 27.68 3.45 0.00 Vel = 11.43
0.00 2.635 0.00 13.74 27.89 27.89
6 C=120 0.00 0.00 0.00 0,00
129.83 0.0465 0.00 13.74 0.64 0.00 Vel = 7.64
( UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM} PRESSURE (PSI)
�
. . _ -,.. .
., . . �.
��;,� . . , .
� � ,� �- , ;
,�.���. � ;°��.�<,- , �.�,_,��rar,�"'�s' ���s--�.�,�;;,
., _ _ - . {�
, , FRONTIER FIRE PROTECTION,INC. .
JOB- HYDR-ACC Area No. 2 JOB NO- 2617-1 -2 DATE 070296 PAGE 9
,-
� HYD. Q.a DIA. FITTING PIPE Pt Pt
REF "C" or FTNG'S Pe Pv ******* NOTES ******
POINT Qt Pf/F Eqv. Ln. TOTAL Pf Pn
158.43 2.635 0.00 10.40 28.53 28.53
5 C=120 0.00 0.00 0.00 0.00
288 .26 0.2038 0.00 10.40 2.12 0.00 Vel = 16.96
� 29.85 3.260 0.00 1.75 30.65 30.65
4 C=120 0.00 0.00 0.00 0.00
318.11 0.0914 0.00 1.75 0.16 0.00 Vel = 12.23
30.11 3.260 lE 9.41 14.20 30.81 30.81
3 C=120 0.00 9.41 0.00 0.00
348.22 0.1024 0.00 23.61 2.42 0.00 Vel = 13.38
228.08 3.260 1B 13.44 17.45 33.23 33.23
2 C=120 2E 18.82 61.82 0.00 0.00
576.30 0.2608 1S 9.41 79.27 20.68 0.00 Vel = 22.15
1T 20.16
100.00 4.260 1B 15.80 29.16 53.91 53.91 Qa = 100
1ST C=120 3E 39.51 81.65 4.33� 0.00
676.30 0.0953 1T 26.34 110.81 10.57 0.00 Vel = 15.22
0.00 6.357 5E 87.99 9.94 68.81 68.81
STP C=120 0.00 87.99 0.00 0.00
676.30 0.0134 0.00 97.93 1.32 0.00 Vel = 6.84
i
0.00 6.357 1S 17.60 5.00 70.13 70.13
TASR C=120 0.00 17.60 2.17 0.00
676.30 0.0137 0.00 22.60 0.31 0.00 Vel = 6.84
0.00 6.357 lE 17.60 5.00 72.61 72.61
BKFL C=120 0.00 17.60 10.17 0.00 Fixed Loss = +8.00
676.30 0.0132 0.00 22.60 0.30 0.00 Vel = 6.84
0.00 6.030 2E 36.20 49.00 83.08 83.08
U/G C=140 1G 3.88 78.86 -4.76 0.00
676.30 0.0131 1T 38.78 127.86 1.68 0.00 Vel = 7.60
150.00 Qa = 150.00
CONN 826.30 80.00 K = 92.382
I
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' " ,,,,,r���L����CO.R*�P0��ITION UPRIGHT•PENDEIVT
VERTICAL SIDEWALL �
HORIZONTAL SIDEW,4LL
��� DESCRIPTIONAND OPERATION CONVENTIONAL �OLD STYLE�
The Globe Quick Response Model J Sprinkler is a low profile
yet durable design which utilizes a 3mm frangible glass ampule as the
thermosensitive element. This provides sprinkler operation ap-
proximately six times faster than ordinary sprinklers. While the
Quick Response Sprinkler provides an aesthetitally pleasing appear-
ance, it can be installed wherever standard spray sprinklers are
specified wtien allowed by the applicable standards. It offers the
additional feature of greatly increased safety to life and is available
in various styles, orifices, temperature ratings and finishes to meet
many varying design requirements. Quick Response Sprinklers QUICK RESPONSE
should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL
authorities having jurisdiction.
The heart of Globe's Model J sprinkler proven actuating ,� �" .
assembly is a hermetically sealed frangible glass ampule that contains �' '�
a precisely measured amount of fluid. When heat is absorbed, the �Q }; � n ;
liquid within the bulb expands increasing the internal pressure. At �� ?
;.� r q
the prescribed temperature the internal pressure within the ampule �r��.�-�
exceeds the strength of the glass causing the glass to shatter. This
results in water discharge which is distr�buted in a pattern depen-
dent upon deflector style used. QUICK RESPONSE
TECHNICAL DATA PENDENT VERTICAL
SIDEWALL
See reverse side for Approvals and Specifications.
Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C),
200°F (93°C), 286°F (I 4 I°C). ..�-_ ,,
Water Working Pressure Rating - 175 psi (I 207 kPa). k���
Factory tested hydrostatically to 500 psi (3448 kPa). ��
Maximum low temperature glass bulb rating is -67°F (-55°C). f
�Frame - bronze � Deflector - brass s Screw - brass QUICK RESPONSE
��Bulb seat - copper $ Spring - nickel alloy � Seal - teflon
�Bulb - glass with glycerin solution, 3mm. HORIZONTAL SIDEWALL
•SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING
CLASSIFICATION AVAILABLE BULB FRAME N.F.P.A. MAXIMUM
SPRINKLER TEMPERATURES COLOR COLOR CEILING TEMPERATURE
� ` ORDINARY ORANGE/RED UNCOLORED ;
INTERMEDIATE YELLOW/GREEN WHITE
HIGH BLUE BLUE
I �!
4077 AIRPARK .DRIVE,STANDISH, MICHIGAN, �18658 517-846=4583 • FAX 517-84b-9231
JANUARY 1994 A-6 BULLETIN ASB-QUICK RESPONSE,.REV.#5
���� Y.
s���;��f �:. , ;�� �`' , —,.�
�. �.
•.ti,Jti� r.�' . � ' . . . , if
a,.
QUICK RESPONSE �, �;
� A�ITOMATIC SPRINKLERS �
MODEL �I B ULB SPRAY SERIES
UPRIGHT • PENDENT • VER TI CA L SIDE WA LL '�
HORIZONTAL SIDEW,4LL � CONVENTIONAL (OLD ,STYLE� .
,S`PECIFICATIONS
ORIFICE SIZE NOMINAL"K" FACTOR THREAD SIZE *LENGTH FINISHES
. 3/8" (10 mm) 2.8 (39 metric) I/2" NPT '�`2 I/4"(5.7 cm)
Factory Bronze
7/16" (12.5 mm) 4.2 (59 metric) 1/2" NPT "*2 U4"(5J cm) ''**Satin Chrome
Bright Chrome
I/2" (I S mm) 5.6 (80 mecric) I/2" NPT 2 I/4"(5.7 cm) �/yhite Polyester
17/32" (20 mm) 7.6 (I I I metric) I/2" NPT "°"2 I/4" (5.7 cm) "°`�Black Polyester
Lead Coated
17/32" (20 mm) 8.I (I I 6 metric) 3!4" NPT 2 7/I 6"(6.2 cm)
--------- ------------_ ___ __ __ ___-------
_ _
NOTE: METRIC CONVEkSIONS ARE APPROXIMATE 'HORIZOtJTAL SIDEWALI IS 2 9/Ib".
"'EXCLUD�NG PINTLE
APPROVALS '°`*FINISHES AVAI BLE ON SPECIAL ORDER.
ORIFICE 135'F 155°F 175'F 200'F 286°F CANADIAN + N.Y.C.- D.O.B.
STYLE SIZE 57'C 68'C 79'C 93'C 141'C V'�' U.L. F'M' MEA 101-92-E
3/8" X X X X X X X --- X
7/I 6" X X X X X X X --- X
UPRIGHT I/2" X X X X X X X X X
17/32"* X X X X X X X --- X
17/32" X X X X X X X --- X
( 3/8° X X X X X X X --- X
7/I 6" X X X X X X X --- X
PENDENT I/2" X X X X X X X X X
17/32"* X X X X X X X --- X
17/32" X X X X X X X --- X
3/8"$ X X X X X X X --- X
VERTICAL 7/16" X X X X X X X --- X
SIDEWALL t
1/2" X X X X X X X --- X
3/8" X X X X X X X --- X
HORIZONTAL ���6" X X X X X X X --- � X
SIDEWALL§
1l2" X X X X X X X X X
CONVENTIONAL ��2�� X X X X X X X --- X
(OLD STYLE) 17/32" X X X X X X X --- X
�HORIZONTAL SIDEWALL UL LISTED FOR OEFLECTOR 4"TO 12"BELOW THE CEILING.F.M.APPROVED 4"TO 6".
�vERTICAL SIOEWALL SPRINKLER UL LISTED FOR LIGHT HAZARD ONLY
j3/8"VERTICAL SI�EWALL UL LISTED FOR UPRIGHT INSTALLATION ONLY ,
• 17/32"X i i2'NPT.
+F.M.APPRUVED FOR 135'F AND I55'F ONLY.
ORDERING INFORMATION GLOBE`�'PRODUCT WARRANTY
SPECIFY Globe agrees to repair or replace any of its own
Quantiry Model Number Style manufactured producu found to be defective in material or
Orifice Thread Sizes < Temperature workmanship for a period of one year from date of shipment
Finishes.desired For specific details of our warranty please refer to Price
Quantiq- Model f Wrenches- P/N 325390 (I/2"); List Terms and Conditions of Sale (Our Price List).
P/N 312366 (L.O.)
l o • t�,
�.�.� L�BE
�:�� 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658
FIRE SPRINKLER 517-846-4583 FAX 517-846-9231
CORPORATION
nr.�r.�Trf\ 1 I c A n. .. . .-r..� .rn i.� ...�... ..�.....�.. ....- ...-.. ..r
, � � ' ' • � �
!"';,✓1 i y � � .��, w;m', -c:: y,�txr;�:- ,u, + c':.
� �o a 1 F I u s h T"' -������.��.�_ � ; :��r���;
Y x`{.�+�� ��>� ��'� °
��
� .,t..� �_:J.�^ �F� � ;.f t�kYr
��4 �y,
���}�'
i
Concealed �; -� ``�
_,�"°�
Standard Response (G64) - --==�.�
Quick Response (GB4-FR ) �— ,,- `�
Automatic Sprinklers
Mai�ul�3Ciurr�u �;y ',r_:iii�,il Spnnkler Coni�eny
4.`,? Nrrth Gr�nnt,r� A�✓enue. Lansdale, Pennsylvania 1y4a6 �
_ ������� ;Prirlkler A� Ihis E�uu:i. ifie rjF��ler,!�;� �� � �
drops dovvn below the r,e�l�ny r�xE��; 1/2 Or�f�ee
� �ny lhe ylass bulb fo ll��e (�re��, f��e��� �
D es c r i p t i o n TI-ie he�i bursts the i�ulb resulin�c; ' `' Ad u�� '
r�pid expuis�on of (he sealiny c��4� � � �� �
The Central (�B- an�J GE34 FR Royal Water can no�v flow m a p<�tiern ���������
Flush Adjustable Concealed engineered io meet ihe cove�<3q�.
Sprinklers are siandard spray requirements � �
spnnk!ers th�l ��lo±v over �i.��" of ��� � ���
ad�ustrr�en� w�tl� an aesthetically
pleasing cover plate design. The �
GB4 is a s�andard response sprinkler Technical Spr�nkler
using a 5mm giass bulb and the GB4
FR is a quick response sprinkler using Data
a 3rr�m glass buib These sprinklers
are perfeci fer ��;;plications in light or f��ciel GB4 cr GB4 FR Lenyth 2` ° to 3" ;c>_:�c��;;o ;v��. „
ordinary haz:��d a1 standard spacing
inr pro�eci� ih�1 require UL cUL �nd/ Style Conceaied (ad�usiablel � Cover Plate 3 .".diameter �e25c,��?
or FM Li51;�•��,� ����� Approvals
1Nrer,ch GB4 rPar: :-;0?5i ��� Ce�linq Open�nq 2 ;" �iameier
Universal �Pai i �t 1��'; � � ri;.__ �:;n,
Inherer:t !�� t`�e oes�gn is the capability �
(o compe��s-,te ���r ceiling heights
OrifiCe Size- � ° Ad)usfabilily- ' ;t 2�cr„J
which vary :•,��i!�� espect lo the sprin- K Factor �.6 Weight 6 6 oz �;�,�:;an,s; with ceilinc
kler sys�em p�p�ny This significant plate assembly
(eature allo�:�s t!,e Central GB4 and Thread Size N P i
Paients: Pateni �4.014.388 other �
GBa FR spr�nhle�� to seat flush with Approvals: U L , cUL F '�;1 p�tenls are pendiny
Ceil�nqs tha� car. fluct�iale nearly " i�� Terriperature F�ating
heiol�i The 3 diameter cover plate
presen(s a!�� uno�slructed and aes- 155 F%68 C Sprinkle< <v�il�:
iheUC a��pea�ance The thin cover 135 F�57 C Cover Plate
plate pro�ec!� a «�ere � �.° below ihe 200 F'93.3 C Sprinkler �v�th �
ceiling 165 F,74 C Cover Pl�ie ,
The operat�ng n,echanism consists of Maximum Working Pressu�e 1 75 psi
a liquid-filled 3mm or Smm frangfble Factory Hydro Tesl 100°� af 500 psi
capsule ihat �s oniy 2 0 cm in length.
Standard Finishes:
Operation The Central GB4 and Sprinkler brass
GB4-FR sorinklers absorb heat Cover Plate: brass. chrome plated,
through the ceiling cover plate which white painted, or
s soldered to tl�e adjustable retainer
ring with a fusible alloy. At the rated custom painted
temperature, the alloy fuses, resulting
in the plate dropping away from the
No. 3-10.5
� � :?z _.
i.$ � ., . � . . �" ^+ �r r`p' k;'�+ �y .s +,� '."+.r e ��.� ' �w�4��v , r•+_. �""tt ,';�Ifc� �^"i'"�y��`�1"`����v�.q38'r" ' . � v� kj�° f�j x � � J.
�� �.} t i�f' +�"��� �L ,�.,.11.�dP" .w'41S a:*`S�T���T �.� .� ', ac�'�� 1}" �' � '�y i ��.
. . . . a . , ��r '� r �:oth:�.. �.,t {!�1�,i��i i�" �� ...��Iy�'.IL��Y ��tb v s, "tk .. '�aA y .�y y�a .
� ,° • `� #�'�-i r���,>, ��r�. +t J E�, �" W� m dr�:,. .�' t:u., �'jN r ,1.. �:.
1 S� f`';'r�!� 'r .N�
'�`7 a w°�l �i::s� �.a .,h s �'I V d w7'.Y,t .ql�+, I t 2 .�,.r yi:-�"!l `�,'.,�,a ,�,,,y�� �, � �E�..
�� . r� ������.`j' ti�.. i� F �k `�yt�� "�7iinstall�ion.����iaNalf�����.� i� �4� fi
� ''. ' r: �5 } �b5 r�,l:«� .. `5.+1 y ' �Q Y ehA Y4ti ��' "��'.
;�� r•���GB4;;FR'(shown -�oyal-Flus��ustab�erC,oncealetl3Pendent� Non �c 1v �
.. �� .'�./t.`r.. :'�xA'.rn4 :r:V�A..+FnS+.+.rv.;- �+n:n7.,K-:.�,,..:. �.r��:,: i -Mi.....s�,.w:.:..::H�
. . . . ,,.��+i4{'1' � ' i ``Fn('Sf` '" .^7 ' +4t t . � .,� a�1F' �t� .2��F�. .�:5+' _i t. °
_ , . . . . -.�;s �, .. .. . �. . .;�, ..� m". Y*s .,." y Ny".
r_.� .�` - . , . % 1/2'NPT . ' '� L
/ 1� 21/2't1/8' � �
�
� Hole Diameter i
� !
i
i �
� i
. � i ^ I 7/16'(reL)
' ' 1� � face ol Fitting
L_-_ -__J _ . ._..._............."_'—-'_..._.._...__"'_'1_
SuppoA Cup ' I
2 1/4'
t1/4'
2 5/8' -
(nominal)
���� ,M1��, ht 't
-�4' k;" y
rf
��
��T'i^'r=�.: Ceiling L�ne
3�,16�
3 1/4'Diamete �
Cover Plate/
• Retainer Assembly
l �
Installation Diagram �
GB4 or GB4-FR Royal Flush Adjustable Concealed Pendent (Activated)
� ' 1/2'NPT
� �
� �
� 2 1/2'tl/8' � �
� Hole Diameter � �,
' ' I
. —_T —�
. . i
, � �
i i 7/76'(ref.)
� � i I
� � Face of Fitting �
SupportCup �___ -__�
I
I
�
2 1/4'
� t1/4'
I
. ,�c;;•�,; � �# ;�, iF:"- �;r
� a•�`��.��. � �'
z�� �
���� ����
.,
�. -
z
�� / �
Ceiling l��e
Cover Retalner
� Design G64 Wrench (Part#1075)
� Data
�
Design Requirements - Standard Applications
155°F/68°C and 200°F/93°C � �
Listing/Approval Sprinkler Designation Bulb Type
UL, ULC, FM GB4 5mm
UL, ULC, FM GB4-FR 3mm
The GB4 Royal Flush Adjustable Concealed Pendent Sprinkler is U L. Listed
for standard area coverages and star�dard flow and pressure requirements as Universal Wrench (Part#1122)
specified in current NFPA 13 Standards for light and ordinary hazard ,�n': �,��; ,��„ ��, � � � � :
occupancies and FM Approved for light and ordinary hazard in accordance wiU� , ' ` ' �'t >
the F.M. guidelines. � y
The GB4-FR is U.L. Listed for Quick Response Applications for standard area
coverages and standard flow and pressure requirements as specified fn currenl
NFPA 13 Standards in both ordinary and light hazard and F.M. Approved for
light and ordinary hazard in accordance with the F.M. Guidelines.
Ceiling cover plates are available in a variety of inetallic or painted finishes F or -
custom painted finishes, the customer must furnish a quick-drying paint,
preferably lacquer-based, to ensure proper color duplication. One quart of paint
is required for each 200 plates.
. recognized standards. In the event of with the frame's wrench bosses,
i nsta I I at�o n a thread leak, remove the unit. apply ins�de the threaded support cup A
new pipe joint compound or tape, and leak tight joint requires a only 7 to 14
reinstall. fi Ibs. of torque. Torque levels
greater than 21 ft. Ibs. may distort the
The Central GE34 and GB4-FR must �nstallation Sequence orifice seal, resulting in leakage.
be installed in conformance with
current NFPA 13 Standards. Devia- Step 1. The unit must be installed in Step 5. To install the ceiliny cover
tions from these requirements and the pendent position. plate, manually thread the cover
standards, or any alteration to the retainer into the support cup. Con-
sprinkler assembly itself will void any Step 2. The face of the sprinkler fitting tinue threading until the cover
warranty made by Central Sprinkler should be installed a nominal 2'-':° (±`_") retainers flange rests against the I
Company. In addition, installation behind the finished ceiling line. Ad- surface of the ceilfng. ,,
must also meet local govemment justments, to compensate for varia- !
provisions, codes and standards, as tions in fitting face to ceiling height. Caution: Special care must be taken
applicable. may be made by threading the cover when installing with a CPVC system. ,
plate retainer in or out of the support Sprinklers must be installed after the ,
The system piping must be properly cup. manufacturer's recommended setting
sized to ensure the minimum required time for the solvent cement system to
flow rate at the sprinkler. Step 3. Use only a non-hardening ensure that neither accumulate within
Check for the proper model, style, pipe joint compound, or Teflon" tape. the sprinkler.
orifice size and temperature rating Apply only to the male threads. Special care must be taken when
prior to installation. Install sprinklers installing with a copper system.
after the piping is in place to avoid Step 4. Hand tighten the sprinkler into Sprinklers must be installed only after
mechanical damage; replace any the fitting. Avoid making contact with the inside of the sprinkler drop and
damaged units. Wet pipe systems the deflector when using the Central associated fittings have been wire
must be protected from freezing. Sprinkler GB4 or Universal Wrench to brushed to remove any flux. Residual
tighten the unit into the fitting. The flux can cause corrosion and in
� Universal Wrench is designed to mate extreme cases can impair proper
Upon completion of the installation,
the system must be tested per sprinkler operation.
'Tetlon is a trademark of the DuPont Corp.
. ,
w .�,,, . . � _.. .,
� �,...:;� , : ,�: . , .. . ;, �, _ ; z
a�-.
Care & attached to the sprinkler. Such Guarantee: Central Sprinkier
obstructions must be removed. In the Company will repair and/or replace
M - event that construction has altered any products found to be defective in
aintenance the original configuration, additionai material or workmanship within a
� sprinklers should be instalied to period of one year from the date of �
Sprinklers must be handled carefully. maintain the protection level. shipment. Please refer to the current
They must not be transported or Price List for further details of the
stored where ambient temperature Do not attempt to replace sprinklers warranty.
may exceed 100°F/38°C. For best without first removing the fire protec-
results, store them in a dry, cool tion system from service. Be certain
location in the original shipping to secure permission from all authori- Ordering
package. ties having jurisdiction, and notify all
personnel who may be affected I n f o rmat i o n
Do not install sprinklers that have during system shutdown. A fire
been dropped or visibly damaged. watch during maintenance periods is
a recommended recaution. Ordering information: When
Sprinklers must never be painted, P placing an order, indicate the fuli
coated, pfated or altered in any other
way from manufactured condition or To remove the system from service product name. Please specify the
they may not function properly. Any mode, first refer to the system quantity, model, style, orifice size,
sprinkiers altered in such manner operating guide and valve instruction. temperature rating, sprinkler finish,
must be replaced. Drain water and relieve pressure in cover plate finish, and sprinkler
the pipes. Remove the existing unit wrench.
The owner is responsible for the and install the replacement, using
proper operating condition of all fire only the recommended sprinkler For special painted cover plate
protection devices and accessories. wrench. Be certain to match model, finishes, the customer must supply a
The NFPA standard 25 entitled, style, orifice, and temperature rating. quick-drying paint, preferably in a
"Inspection Testing and Maintenance lacquer-base finish to insure proper
of Water-Based Fire Protection A fire protection system that has been color duplication. Without such a
Svstems"contains guidelines and shut off after an activation should be guide, Central Sprinkler Company
� imum maintenance requirements. repaired and returned to service cannot be responsible for acceptable
��urthermore, the local Authority immediately. Inspect the entire color matching. All custom painting ,
Having Jurisdiction may have addi- system for damage and replace or of the cover plate m�st be completed
tional reg�ulations and requirements repair as necessary. Sprinklers that at the factory.
for maintenance, testing, and inspec- did not operate but were subjected te
tion that must be obeyed. corrosive elements of combustion or Availability and Service: Central
excessive temperatures should be sprinklers, valves, accessories and
It is advisable to have sprinkler inspected, and replaced if need be. other products are available through-
systems inspected regularly by a The Authority Having Jurisdiction will out the U.S. and Canada, and
qualified inspection service. Length detail minimum replacement require- internationally, through a netv✓ork of
of time between such inspections can ments and regulations. Central Sprink�er distribution centers. ,
vary due to accessibility, ambient You may write directly to Central
atmosphere, water supply, and site Sprinkler Company, or call 215-362-
activity 0700 for the distributor nearest you. ,
Do not attempt to reassemble or Patents: Patent #4,014,388 other
otherwise reuse a sprinkler that has patents are pending.
operated. Replace any sprinkler
exhibiting corrosion or damage; Conversion Table:
always use new sprinklers of the 1 inch = 25.400 mm
same orifice, style, and temperature 1 foot = 0.3048 M
rating as replacements. 1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
Because the discharge pattern is CENTRAL 1 psi = 6.895 kpa
critical to protection of life and = 0.0689 bar
�erty, nothing should be hung or � = 0.0703 kg/cmz
1 U.S. gallon = 3.785 dm3
Central Sprinkler Company = 3.�s5 iiters '
451 N. Cannon Avenue, Lansdale, PA 19446
OO 1994 Central Sprinkler Company Phone(215) 362-0700 Conversions are approximate.
Printed in U.S.A. FAX (215) 362-5385 GB4.0
� � � � GUARDIAN FIRE EG�UIPMENT, INC.
ai
3430 N.W. 38th STREET
MIAMI, FLORIDA 33142
(305) 633-0361
PROJECTING SIAMESE
Shect "A"
l
����
�
No. 190 No. 1 1
STRAIGHT `Y' SIAMESE 90° ANG E ' ' SIAMESE
For Opening Thro�gh Wall For Opening hrough Sidewalk
. �,i I
� I --- I � �
A 'T P � IAUTO,SPKR �
F �, l, O 5 K R '�. .. — —L-�-- �
! I / ,
I I O O
t
- - — / �� � j ' ��
-�
No. 190 Pto. 191
Double clapper projecting Siamese, with independent interior sel` closing clapper valves.
Bodies are of heavy brass and built to last the life of the buildina
Lettered: "Auto Spkr." ��t�'
Finish: Rough Brass - -
Threads: Local Fire Dept. Thread
Plugs and Cha�ns, Breakable Caps, or Escutcheon Plates can be fum,ished as an extra.
S�amese should be protected against freezing by '�4"" or '/d" Bal! Drip.
Type Model No. j Size, Inches A B � C i D i E F
i .4 x 2'i7 x 2'h � 12 8'>�a — � ��;� � �1 1'/a
S T R A I G H T 190 � 5 x 2'/� x 2'/z � 12 $'/i � — � 7'/� l i 1`/z
W A Y 6 z 2!/7 z 2'/z I 12 8'/7 � i!�i 11 7'/2
'4 x 2'/z x 2'/z j 12 9'/1 6'iz — —
ANGLE 191 5 x 2Y� x 1 — — —
90° x 2yt x 2'/2 I 12 11'/� 7 — —
I Rough Bra„I�n�slied inm Pol�shed Brass Chrome Plated i Brea�able Iron Cap � '/7" or !-;" ball dnp
? Plugs and Ch,��n; G Local ��re Dept Thread 6 letlered Aulo Sp�i ur Slandpipe"
•U L and ( M lisied .
SPECIFICATION FIRE EQUIPMENT FOR
. .;....r:�,Kirae�ss . . .�.i �,sYgs*t^.'�'_. . � . _ . . �� � ,� . ..,� .- �„'�'�,�X�+,�':i,. _.._:�:�
4� , � , S IAM ES E PARTS
. �-_-.
Model 3 0 9 Round Escutcheon Plates for
�';.�' siamese, made in two sizes, one for
� � ' 3"'and 4" pipe and one for 5'"and 6'"
.�� F
, � pipe. -- -- --- ---
. �, '�
• _ � ',�� � Finish Cast, cast and chrome, pol-
• "'7'-: ished,or polished and chrome �:, .,
� � ° a:,,•
� y L e t t e r i n '' ..,q�te-- ��....' �
L g: �p�e ,
•:q� .�il�s", or " Auto Spkr ,�.
o ' & Standpipe"' --
211
21A
Aluminum Ro -
�_ cheon � e painted red
rt .�1 A t C 4r nr o
oi�� �cuc�c� �uwvN..� v� .+..+���.N-r•
�
309P Model 309P Plastic Round escutcheon
plates for 4" pipe, red lexan and let-
tered Auto Spkr or Standpipe.
odel 211 Rectangular Wal) Plate,
1 1'/z"' long x 4Yz"" wide.
Finish: Cast, cast and chrome, pol-
ished, polished and chrom
ettering:""Standpipe'"or""AutoS r'"
243
Model 1 1 A Rectangular Wall late,
� sa as above only in al inum
„ pain d red.
-�
��� -
�'� ��; Model 243 reakable Alumi um Caps
145 for sia se made in /z" and 3""
sizes, pai ted red
Model 14 5 Plug ade i izes 1'/z'" thru �
6'". Choice o fn lu or sensible lug. \ �a
Finish: Roug b ss, rough and f' �
chrome, ished,or polished f
and chro e �� J
',�r
Modei 310 Pent on lug for models 310
288 and 289 heck noots
Sizes: 2'/2'" nd 3"'
Finish Poli hed or po hed chrome
Model 289 ort Pattern S ing Check
Snoot 3" male NPT by '/z"" or 3"
hose t read to swivel. ,
Sizes 3"" x 2Yz'" or 3"' x 3"
- ; Fini Polished or polished rome a
- - ;
.� i � �o
Model 88 Long Pattern Spring eck `
noot 3'"female NPT rigid with ex- �
gon by 2Yz'" or 3" female h e -�`
289 thread to swiveL �
Sizes: 3" x 2Y2" or 3" x 3" 2g8 � .
Finish: Polished or polished chrome
c.....a:.,..C.�Ln��inmant Inc Crw�ilvSim anriThra>ri Whnn nrrlw�lfl4.
��
SINGLE CONNECTIONS
, , 47
� �
�e,s� �, ,�v u�u�
51 or 161 Single Inlet Connec- �"`"� �� �•�
t n consists of:3 0 9�ound plate o r�
1 lsquareplate,branded: '"Stan 1 � °: "
pi e" or "'Auto-Spkr." 270 doub l � '
fe ale or 215 male and fem e '' � ��.� � `� �
co ection. Rigid hexagon en of �, o ` �
eith r connection is 2'h" or 3"' \
NPT swivel end is any female Yz"' ;,
or 3 " hose thread.l4 5 P� ��9
plugs with chain.
Finis Polished or chrome. ��
215 S ivel Adapter m le pipe �
thead N T rigid with hexa on.Any �
female h se thread pin lu or sensi- �� ������, �
ble lug s ivel. i ;
Sizes: 1'/2 ' x l Yz., 2.. 2., 2'/z" x I� •� ��" ��
1 Yz .2'h"' x 2"', '/z"' x 2'/z"', �, �'
3" x 2'/z.. .. X 3.. �` �
Finish: Sati , polishe or chrome. �5--
. 17a
270 Double Fema , rigid hexa- .
gen to swiv I co nection. Rigid
end thread i al ys NPT. Your �
2Yz"' or 3" ho t read on swivel 3'
end. � �`L'�
Sizes: 2'/z'" x 2� ", 3" x 2'/z'", 3" x ' -
3".
Finish: Satin, p shed, or chrome �- �
227 Single C p r Inlet Connec-
tion 2'h""or "sfze remale swivel =
with hose t ead,( ecify thread) -�— �
Male NPT t read.
Finish: Ca brass
152 or 162 Com lete Unit
Single utlet Conn tion con- y �
sfsts of p 9 round pl te orl 61 ��'.;�, �
squar plate, (not i ustrated) =
brand d: "Wall Hydr t,'" 17I
2'/z"f male and male co nectfon, �
fema e NPT x male hos thread � �
(spe ify)NPT14� cap wi chain. �� � y
�
Fini h Polished or chrom . `
17 FemaletoMale2Yz"C nec- !
t n. Female NPT x your hose �-�.`�— �'�
read.
inish Polished or chrome.
148 Straight Ball Drip Valve Yz'" •.�.a. �
�
and 3/0" sizes. I 1 F�
��rsrre .r— �'
�
• �
148 '�'g'�"
Guardian Fire Equipment,Inc. Specify Size and Thread When Ordering.
� i :.a'�;�� �'� x,�:+ ;•p�rj,;.,�,i"�u�r,..Ktr* - . c.a/�',�"" '�a;.y,.�fµ. . _,. ��,�y;.N .
a �t������,r�' 1 �"� ��' �,
� � r� � � R ; .�
b .r�' ,�.e ,yt�J"t�+i
4^� � �. , x a ::��� � �"�` '�('G��E�VAL�1/, �� �;���,� � ;� �� ,.:
�30 , �.-�� � � . ES .kr t �,_� ,� � �� �
� . . . . . . u. ��:,aa �.+���1R�C��. ,�t.�, 5 '� t�'���,�� �:� � .
. S r"'S . TLP,J� � �,.
. .. ",."'wrW-�l�IYrf2�,�3� � ` �...�.� . , �"`` ��� �:� r. .
Model 1�Ri.�w"��5UJ underwriters' listed and factory mutual approved�fQ����«,w
� pounds wotking p'ressure. Intended for use on standpipes, fre pumpsjand ,..
hydrants. 76U double female, 75U female NPT X male outlet; NST, NPSH, or �
New York Fire Department threads only. Red wheel handle.
Size: 1�k" to 2�h
Finish: Rough brass, rough brass chrome plated,polished or polished
chrome plated.
���I.
,j
��.i:ty�
���'
D
C
Underwriters"Listed Valves
�. 76U/75U 156-U/157-U
r+)..-
� � :
�,.:,,. �,�.. 2��^ 1 Y4" 2'h" B
' R� F
; A 2YG" 3,k.• 2�vsa" 3�,e" �.aq,
(� :
75U - A55 B 2�ib" 3,�.. 2,vea" 33/16..
C-CLO 6'�4" 9., s,rG•• g,�iaz" �D
. C-OPf�f �j•• ��,•• 7 13/32�� �� 16/32••
D 4" 5" 3'fr" 5"
E 234" 3,/4.. 2�si3z" 3 enn..
F 234'. 3,fi.. 2 iwn" 3 sne° �
� C
�
I
I
i
_ i
A E
I
"!� a.�..j�._
Models 168-U an 1 b7-U unde isted and factory mutual approved,
NewYork City B d ards and Appeals approved for pressures up
to 300 pou . double female and 157-U female inlet NPT X male
o pecify your m hose thread,with red wheel handle.
Sizes: 1�/z"'and 2'/�..
Finish: Cast,cast and ch�om lished or polished and chrome.
i .,�.Y„ �
� ��
� �:�:"
Guardian Fire EquipmeM,lr1C._ Speeity Size�nd Thread WMn OMerinp-
Y ;� f �� ) � • � •� ( �
� I .� � � �;�f � � . . i , . �
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� �.�.
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' `�:�� Ames Backflow Assemblies: The Right Choice for Today,
Tomorrow, and the 21 st Century
■ Features ■ Applicafion
• Non-Corrosive 300 series sfainless steel(lead iree)body. Superior strength. The Ames 4000ss provides profection
• 40%shorter end to end dimensions(or compact, inexpensive insfallation. to the potable water supply from con-
• Excellent for retrofit installations. tamination caused by a cross connec-
• 50%lighter in weighf, reduces installafion and handling costs. tion in a high hazard application.
• Compact stainless steel reliel valve with a balanced rolling diaphragm and . �nsfallation
no sliding seals lor reliable long term perlormance.
• Fully serviceable inline,no special fools. The 4000ss should be insfalled wifh a
minimum clearance of 12 between the
• Pretested patented cam-check assembly for long term reliability,low head loss, �owest point o/ the assembly and the
ease ol servicea6ilify. floor or grade. The 4000ss may be �,
• Single two-bolt grooved style cover for quick and easy access. installed horizontally or vertfcally(flow
• Only ASSE 1013 approved assembly for vertical and horfzontal applications. up). Re%r fo local codes for specific
• Optional air gap drain. installation requirements. The assem-
• Hot and cold water applications. bl y should be instafled so the discharge I
can be posifively dralned away. i
■ Nafional Approvals �,
Approved by aIl national
�� approval agencies* VAIVES 8 BACKFLOW ASSEMBI�S
� The Ames Company lounded/n 1910 has long been an indusfry leader ln producing Ntf/ngs and va/ves lor p(peline systems.All Ames producfs are
manufacfured at fhelr 60,000 sq.1t.facillty In Woodland,Ca/Nomta,Insuring qualHy control&prompt servlce.
,
' � � � � � , I , I '
i � I � I � I
� �
C._ � ° ° E ° ° �
� o0
0
o � o
0 0
00
D
' } A
F
8
■ Ames 4000ss - Wei hfs & Dimensions Inches ■ Specifications
size n s c o E F �in c es w oeGat� The reduced pressure 6ack/low preventer
z��° rz° ae•• io° io��,° �a° a�h° iaaa � shall consist of two independently oper-
3° n° ae° �o° �ov=° 2ov�° s�h° rlsn eza ating,springloadedcam-checkvalveswftha
a° n° ao° io° io��" 23'h° s° 2ssa ssa hydraulically operated differential pressure
s~ zrh° as��° �s^ »���° ao° ��^ �sou i�on relief valve locafed between and below the
. a^ ���^ ss��^ rn�" 15" 3T �3��° ezon 2ooa cam-checks,►equiredtestcocksandopGo►ral
io° 2svT° ssv�° nv�° �s° as° ie° sain rzoa inlef and outlet resilient seaf shut off valves.
� When normal(low exists,both check valves
■ 21%2''&3"Dacumented fl'ow Characteristics(�nc�udin9 snur-ott va�ves� are open and the pressura in the area be-
� tween the checks,called the zone,is at leasf
.... .. .��z�.........;--�.............:.....:. � we nlef press
: � 2 PSl lo r than the i ure.The dif-
�
`�2 . ... .. ....... .......... ............................ /eriential pressure relief valve is cfosed during
�.-. .....3"... � � ...........:...... ........:. : .......... ..... ��S��oW _
: : : : - 1 ces a ' no/normal/lowoccurs,thediNer- �
�' o ................:.................�.. ........ ..:....---..........>...... ........s.....-...........;....... ential pressure relief valve will automaticaliy
: : : : :
= open and discharge to maintain the zone at `
� 3 .............. :.................:................:........... ....:................:.................�....... least2PSllowerthantheinletpr�essure.This
o action wil! prevenf a backflow or backsi-
o �o0 20o soo aoo 600 GPM phonage condition.A/terthe requlred differ-
Flow Rate(GPMJ ential is established,fhe diflerential pressure
relie(valve again closes.
. ■ 4"Documented Flow Characferistics pnciudin9 snur-or�vaives� The cam-checks include a stainless steel
�5 spring and cam-arm, rubber laced dtsc and
��2 .. . ..........:.................:................:.................;......... .... ....... _ ..... a re faceable seat.The body shall be manu-
P
` : 4„ (acfured from 300 series stainless steel,
0 9 ............... : ............:.... .......:.................:.................;........---......�....-�- leadtree,withasingletwo-boltgroovedstyle
-+ : : : : : access cover. No s cial fools shall be
= 6 ................:..................................:.................�.................:.................;........ requiredforservicFng. Therelielvafveshall
� g ................:.................:.................:.................:.................:.................:...... be compact wifh a rolling diaphragm a �
nd no
� sliding seals.The r�elief valve shall dischaige
o in a 360° radius.
0 100 260 300 400 500 600 GPM ,
IRowRate(GPMJ ■ Physical Characteristics
■ 6"Documented Flow Characteristics pnciud;ng snur-ort vai�es) g;��_2�;3;4;6;8; 10°
15
Rated working pressure-175 psi
y�2 ................:.... .........:................:.................:................� s��........ ..... Hydrostatic pressure-350 psi
� Temperature Range-32°F-110°F
.. ........:.................:..... � . � � �
.... �
0 9 : : ����°������� :`� ��� ���� � ���:�����������������:������� Flange dimension in accordance with
: 6 ................:.................:......... ....:.............. �.................;..... AWWA Cfass D J
............:.
� : : : : : : Body material-300 series stainless steel
; ................:.... .........:................:.................:................:. ..... ..... Assembly shall be ASSE 1013 approved for --��
a.-
o verticallnsta0afions,AWWA C511-89
0 2so soo 7so �000 �2so 1500 GPM *Contact the tactory tor specific approvals
Aow Rafe(GPMJ
■ 8"&10"Documented F/ow Characterisfics�Pending) A ���C
H ►�
„��., _
����.,"'k �'`'a��`�� � s.ki•, �-;-
;,<• ���
� cast �iron threaded Class 125, (standard) pressure ratings, psi f saturated steam:1 os
t liquid &gas at 150 F: 175
��rinnell standard and extra heavy cast iron Grinnefl standard and extra heavy fittings in this
threaded fittings are manufactured in accordance section,sizes y4- 12 inch,are included in the"List of
.� with American National Standards ANSI B16.4 Inspected Fire Protection Equipment and Materials"
(except plugs and bushings, ANSI B16.14). Dimen- issued by the Underwriters' Laboratories, Inc.
sions also conform to Federal specifications,WW-P-
501 (except plugs and bushings WW-P-471).
weight(approz)each,Ib
elbows A B tig.351 Iig.351 fig.371
size, in. in. in. black galv. black
90° elbow / !; �vb .16 .t7 . . . .
straight: (ig. 351 'e 9�6 's�(e 25 .26 . . . .
pitched: (ig. 3540 " '�6 �'/, .ao .a1
'� "�i e ��i e .60 .61 . . . .
1 '�ib 1',1 .92 .95 .
1% 1% 1�/ 1.44 7.46 .
�� �3�y ��3�6 �.95 2.�� . . . .
� _ 2 1°/,6 2y, 3.13 3.21 . .
2'-z 1'�/„ 2"/„ 4.94 5.13 10.22
flanged and threaded
f ig. 371+ 3 23�6 3'/e 7.21 7.40 13.25
3% 2%6 3��6 9.67 . 18.22
. 4 2"/,6 3'3;, 12.17 12.67 21.56
j' 8 - 5 35/„ 4% 21.46 22.32 28.13
- �- A
' �� 6 3% 5% 31.33 33.33 40.50
� ��
�j j � 8 5�6 GPjb 64.56 67.14 80.06
8--�A � 1
�--_JJ
� 1 Sizes 4 inch and larger have two bolt holes tapped for stud or tap bolts.
��)Available in sizes ;; inch through 2 inch only, tapped to pilch '/, inch in 1 foot; cast with
A:center to end of pipe letter "P" on body.
B:center to face o(fitting
45° elbow: fig. 356 weight(approx) each, Ib
A B fig.356 fig.372
size, in. in. in. black galv. black
'� �,,.y
\ 4 '�6 � 4 .�6 .�7 . . . .
� ilb �7'y .2.3 ... . . . . . '.
% ie '/ .37 .38 . . . . ���,
�
flanged and threaded �'d ''_ � .55 56
fig. 372 � � °ie 1 ie .83 .88
'� �'/e ie 1'/a 1.33 1.36 , . . . .
\ �� ��16 ��6 �.79 �.83 . . . .
,' 2 1 1';�, 2.89 2.96 . . .
�' � 2% 1%6 1'�(, 4.29 4.35 . . . .
3 �'r�e 23f6 6.44 6.65 . . . .
3� �'/e 2'/e 8.42 ....
4 1�6 25e 10.64 11.22 19.88
�' S 1 e 3�6 16.96 17.38 . . . .
A:center to end of pipe 6 2�6 3•'4e 26.02 26.19 35.37
B:center to face of fitting g 2'/e 4j 50.17 52.00 64.41
�t� ' 1"size available in 1 x yz reducing size,black or galvanized.
_� �n
,, ;�^. � __ ,,, . ----,-_._.�
. �?YV.�+++.. ,R j,�"r'�� .
� . � � cast lron threaded, (class 125)
@�bOWS, Cont�d q B weight(approx)each,Ib.
� size,in. in. in. bleck qalvanized �
I
22'/,° e�bow '/. '/. : .52 •
fig. 356A ; 1 �� � .80 •
,.� � , /�� _ _ 1% '/: 1'/e 1.40 •
�4 1 _. '
� , ' ��, ) 1� % 1'/. 1.64 •
/
� .� g �Q �-----,-� 2 '/. 1�� 2.50 •
' `------� 2% % 1% 3.95 •
welght(approx)
A B C p Qach,Ib.
size, in. in. in. in. in. black
90° elbow '/, % '%�e �%�b 1%fe .34
reducing: fig. 352 � / / / t%, 1;{6 .40
� % ��e ��e ��ie �� .$1
4 �/16 15'f6 �� ��y .76 -
� 1/ 5�
� ��16 �/16 �l ��9 .67
� ��16 �� �/76 �,�16 �.2�
�4 l �/16 �� �ild �Y �.02
� �/16 ��16 �/16 �� �•07
� �� ��b �� ���6 i� �.74
. �� 1 1 1', i s/. 1'�6 1.44
'/a �/a ��e 1 j� 1'�(6 1.55
% % 1% 1% i% 1.53
1% 13f6 1% 2 2% 2.59 �
+ 1 4 ��16 ��16� �� 2�16 2.33
2 � �i16 �ild �� 2 2.08� .
j �3�6 �%7 �j 2 2.2�
�_ 0'_ _ � �/16 �/16 ��j 1�'g 2.22
-B� 7� y� 4.��
2 1�6 �8 2�16 2�16
' -. 2� 1� 1/1d ���6 2ilA 2i16 .�.�
_..� _ .
C A
�'/a 13'i a �i 2�e 2% 3.41
i , � - - 1 1 1'/a 1'�� 2�e 2.93
f �
2'/: 1'/e 2�a 2'3(6 3�� 6.44 I
2 1% 2'/. 2�6 2�3f6 5.35 I
3 �d I
�'/x 1% 2�e 2�c 2' S.65 I
�4 �� 2i16 ?ild 2��6 �J.98 i.
3'i 3 2'�e 2�6 3/ib 3,/ 8.95
3% 2'/,6 2';�, 3'/: 3'�{6 11.89
3 23�6 2';(, 3'/. 3 5/, 10.63
4 2�z 2�6 2?; 3% 3% 11.27
A. B: 2 23;6 2'�6 3'/, 35/, 11.89
cenler to end of pipe
4 2'3/�e 35/,e 4 43/e 16.47
C, D: 5 3 213 3� 4 4?/ 19.00
center to tace of fitting /�e /,e e
2Yz 2'�/�e 3Yz 4 43/e 19.88 I
5 3�/e 3'�/�s 45/8 5 26.66 i
6 4 2�3/,s 3'/a 4Y,s 4,s/,e 23.53 I
3 25/,c 3'�/,s 39/,e 4,3/,e 19.43 � 'I
8 , 6 43�16 5��8 59�16 63�g F�.��
�
• Not stocked
nf_9f1
_._.____ _ ____ _ ------.-._......._.,.
� �ast iron threaded Class 125, (standard) P 9 saturated steam:1 os
ressure ralin s, psi � �iquid 8 gas at 150 F; 175
I wgt(approx)
t , tees A B C D E F eech,Ib.
`� size, in. in. in. in. in. in. in. black gaiv,
$t�a�9h� �ee � � � � �i16 �/16 �i16 .22 •2.3
f ig. 358 �� 1� '/
% 5 e 5 a S/8 1 1 1 .35 .36
� �/11 �ilb ��16 �� �� �� .rJfi .�JB
� 4 '/�1/6 1�5�16 �/5�16 �/16 �/16 �/le .84 .85
� ��16 ��16 �i16 �� �� �� �.2�J �..3�
�j �� �� �� �� �j �j 2.0.3 2.�7
�� �� ��16 ��16 �i16 ���16 �1�1y ���16 2.70 2.72
-- o - c 2 1�e 1�e 1�a 2% 2'/. 2'/. 4.23 4.33
1 �/ 7/
� 2� ��/16 ��/16 ���y 2��6 Z��y 2��y 6.67 6./9
j T" `B Y 3 23{6 23fa 23f6 3'/e 3'/e 3'/e 10.00 10.16
`-i c-� -- }- i 3': 2�a 2�6 2�116� 3�e 3%�6 3/16 13.29 13.82
I.__,��- � 4 2'�a 2��6 2�i1b 3,, 3,, 3,, 16.33 16.99
`'-_T- 1
5 33{6 33(6 3�6 4% 4'/, 4% 27.33 27.67
A,B,C:center to end o(pipe 6 3% 3'/ 3% S% 5% 5% 40.85 41.40
D,E,F:center to face of fitting 8 53f6 53�6 53�y F)i76 6°(, 6°�6 79.00 81.25
reducing tee � � '%f6 '%fa '/. �% �% �/ .57 . . ..
fig. 359 '/. '%f6 '%f6 '�S6 i/ ��8 i/ .57 . . --
�,
;,
4 � ��16 �i16 � �� �� �� .�J9 ....
��/ ��'/16 ��'/16 ��5l/d ��v16 ��L16 �� .76 . . .
6 /L y���16 y���16 ��16 ���/16 ����16 �L� .7�J ... .
� /16 /16 9 ��16 �/16 �/16 -62 . .. .
/ l ����16 ����Id ��7�16 �L�16 �� ��16 .7�J
� / � �/16 �/16 �/16 �/16 �� �%4 .64 . . ..
� �,�' � l �i16 �ilb ��16 �i16 �� ��d .79 . .. .
� � t ��16 ��16 ��16 �4 �� 1 i16 .68 ..•.
. � �i16 ��16 �i16 �� ��g ��y 1.�� . ...
1 % 'lfa '�6 '3{6 1'/, 1'/, 1�B 1.01 1.03
� �/16 �i16 �� �� �� �� 7.Q� . .. .
1 '�La '�7�s '�5�e 1% ��S�e 1% 1.13 . . . . I
� 4 ����16 ��1ld ���/lA �� �L�16 ��16 1.00 . . .. '�.
� � �/16 �i16 �/16 1� �/16 �� .89 . . . . I
1 �/16 ��L16 �i16 �� �� �� �.�8 . . . . I
� 4 �/��16 �/16 �/v16 �� �d ��16 .91 . . . . I�
p_'r" E � �/16 � �/16 �4 �ilb �g .9� . . ..
-A'.'-'.,B � � �i16 ��16 �i16 �� �4 �� �.08 . . . . i
CI � � �i16 ��16 ��7�16 ��)�16 ��6 �� .99 . . . . �
F i7 i3 1 1 � ��16 ��16 ��16 �9 �.�� . . . • ��
I
i ,5� 5� 9� 1/
� � ��16 ��16 �e ��16 ��6 ���16 1.73 . . . .
1'/a '/a '�'/s '�a �'/a 1�5�e 1�e 1 5/ 1.57 . . . .
� ��16 ��ib �� ��16 �5'16 ��ln 1.47 .. . .
A, B, C: 1% 1�e 1% 1% 1% 1'�6 1% 1.79 . ...
center to end of pipe 1 1 '�6 '�6 1% 1°�6 1�6 1';�6 1.53 1.56
D, E. F: �� ��e '3'ic �'/e 1�a 1% 1% 1.36 . . . .
center to face of fitting 1'/, % ':fb ';�6 1% 13�, i'/, 1°�6 1.27 1.30
1'a 1% 1% 1% 1% 15/ 1'/, 1.73 . . ..
.. � � �i16 ��16 1� 1 i16 �i16 7��6 1.4.3 . . . .
� ��6 ��a �'/e 1�a 1�e 1% 1.27 . . ..
'� 1'/, 1% 1�/ 1% 1'/, 1�6 1'/, 1.64 . . ..
% S� 5� y�
1 �ild �i16 �8 �i16 �g ���6 �..38 . . . .
� � ��16 ��d 7� 1�6 �i16 �� �.�� . .. .
1 1 1'/a 1'/e 1'/e '3�a 1��6 1'�e l�c 1.49 . . . .
�• n�
,� _ .
-_ _. . _. __----_.�.. �. *�,
n��J
� ' � CeS( Iron threaded, (c/ass 125) '�
� wgt(approx)
F each,Ib.
tees, CO/7f'd A B C 1 I I� in. black galv.
size,in. in. in. in. � � �
� 1% 2.44
reducing tee �% ��'" ��" 1; , i��� 1'3fe 2.13 2.17
fig. 359 1%, �,� �/ ��e �i I'� 1% 1.95 . . . .
� �ilb �ild �� , ��Ir ���d �.84 . . . .
--- 1 >>' 1'�6 2.50 .
i% i�b ;�; �c ��� i'/ 2.28 . ...
1' 1 1 �3f� 'i 1'„ �'�e 1.97 2.05
� ]/ 1.79
4 ��/ �/'/lf 1 4 1'', � �16 �.67 �.7.�
�� � �/16 ��16 1 4 , ���
�� - 1� � 1'�e 2.29 . ...
1� 1% 13�/f6 1% � _, ���� 1'/ 2.08 . .. .
'�i ��16 �� 1� 111• ���y �.72
� 1 1 1 ��a �% ` �� 1% 1.70
% e ��e � �.' . ...
7� �� 1'�6 1.75
� ��16 4 1� - � ��1� . .. .
5� 5� � ��.'16 2.�8 . '
4 ,� 1 16 1� ' 1d , �.� - .. .
�i 1'3Se 2.14
, 1% 1�e �% ��e - ���. �/ 1.93 . .. .
� 1'/a ��e 1'/e 1% -� > >.
- �•' 1'3S6 2.29 . .. .
�/ �j �� . 1� �3�6 1��� ���6 2.07 . ...
1j 1 1% 1�/a �% ��e - 1'�: �% 1.84 .. .
1 1 1% 1% 1 '- _
o-t-- e _ . 2% 3.59 3.74
i �% ��a ���/6 17�� - 2�6 3.38
1� 'v6 1 16 1 16 ___ ��M . .. .
A�g �1�� '/ 7� ___ � 2S 3.05 3:14
2 � �i16 1�16 1�16 c ' � ���1d 2.86
� a �e e 1� ���
� �/ �/ �)�6 _' �: 1'/e 2.74 2.81
� F � ��16 ��16 ��16 � ' .
-' I
�1 2� 3.�� . ... �
2 1�5/6 1y'//: l�e - 1'�. 2� 3.24 3.38
�� �v/16 �/7�16 �7�� ' �i11> 2n6 2.98 . .. .
�_7 1� ��lb 1�16 ��16 - � 2 2.66
1" 1 1�6 1 1�6 - ���, 1'3f, 2.46 . . .
A, B,C: 'a �s % 1�6 �` . 1% 2 34 2.38
center ro end of pipe % '3�e "Xs �'fe � '' ______
--- - .l 2 j 3.71 . .. .
D, E, F: 2 2 1�a i�a 7�e _ _ - �, 2ie 3.13
centertofaceoffitting �/ �356 1', 1% _ �,' 2;�6 2.90 .. .
�7� i ,
�� �� ��y 1� /7�16 � ��Y 2 S 2.7 3 . . ..
� ��y 1 �i7�16 �t ��•ld Z.�J� . .. .
� � 6 �/16 � 2 2.4� . . . .
��2 ���16 � ���16 _ ' .
2'/, 3.46
� �'/2 �S/ie �'/a6 �9/z6 - - ;..' _ p'�86 2.85 �
� 2 2 94 i
���a �3�7 6 ���8 ���2 � 2 2.�� . ...
1 ���16 ���7 6 ���7 6 - -
� . . . 2;�a 3.31
Z �9�16 ���16 �9�16 ' - Q��B 3.4� . . . .
3�a ���2 �S�i 6 �5�7 6 ���2 ' c 2��i 6 2.S� . . ..
���a �3�16 1��8 ���t 6 - �
- 2y, 3.30 I
� 2 19�7 6 ���t 6 �9�16 ' - Z��B 2.9 rJ . . . . ��.
/z t�h �5/�e �3/e �Yz - ° -
2 3.23 . ...
1 Yz 1'/z �'/z �'/z 15/,e - �. 2 3.07
. 1��2 1��a ���2 ���t 6 �S�t 6 - ' , c 2 2.91 . . ..
���2 � 2 ���2 ���16 �5�16 ' ' , ���8 2.8� . .. .
���a ���a ���16 ���t 6 �3�i 6 - - . � �7�8 2.66 . . . . �,
���a � ���16 ���16 �3�t 6 ' � • ���B 2.�� . . .. ,
1 1 ����6 ���i6 �3��6 - - - - �.
q 5.88 6.�2
2 1%�/6 1�5/y 1'/Le -, _�" 2�e 5.14 . ...
�� �i16 �il6 �1i16 � .�' 2 8 4.83 . . . .
� 1'/< 1�e 1�s �� '� t'j� 2�a 4.48 i
2/ 1 1 1 1% � 1 2% 4.29 ....
i i i 1 i -a t'�� 23�s 4.00 .-•• �
- / /s / 1/ �
?S� 2'�6 6.00 - •••
2% 2�: 1��6 1�/a �'�a ! =� o� 2�6 5.17 . ...
2 1°�6 1�6 17e ; � � 2�e 4.42 ....
1/ 13fe 13fe i � 2�e 4.26 ....
' 13�e �
2 1'/c 1'Ks ��fs �� I � �y` 2�� 3.92 ...
1 1 iKb 1/a � 2� 3.62
�/. �/. % 1% i '� i,� �v ���
cast iron threaded Class 125 standard J saturated steam: 125
� . � , � � pressure ratings, ps( j liquid 8 gas at 150°F: 175
wgt(epprox)
' tees, COIif�C1 A B C D E F each,Ib.
� size, tn. in. in. in. in. in. in, black galv,
reducing tee 2% 1��6 1�ie ���e 2��� 2 i� 2��e 5.82
fig. 359 1% 2 19/t/„ 1v% 1'e7� 2%l/6 2%y� 2%)�e 4.85 . .
�� �716 �/16 �1/16 2'Id ��/16 2�16 4.23 . . . .
2% 1'�6 1� 1'�6 2'�b 2'/e 2'% 5.40 . . .
1% 2 1°,te 1% 1�e 2 ie 2% 2°/,e 4.96 . . . .
� 2% 1% 13fe ��e ���e 2�e 1'3�e 2��a 4.28 . . . .
� � 2% 1��a 1,� l��e 2��e 2316 Z��y 5.36 ..
�.
2 ��y 1�y �� 2�6 2�g 2�6 5.03
i 2% �'�n �i ���e 2��a 2� 2�%y 5.10
i 2%7 �'�a 1����d 1��d 2]���� 2% 2'% 5.20
/ 2 �Id ��/16 �! 2/16 2� 2�y �J.29 . . . .
2 2 �� ��5 �i9�16 2�9�6 2i9�16 2 I6 �J.�7 5.38
2 �� �� ��i16 ��9�16 29��16 2�16 2i6 5.46 . . . .
2 �� 2� �� ��7/ �iy�16 ?i9�ld 2�� ?�y 4.rJ4 . . . .
2 � �B ��/L16 ��S�lA 27��16 2! 2 16 Q.88 . . . .
�� �� ���16 ���16 ��16 2�16 2 16 2�y 4.15 . . . .
2% 1'/ 1% 2�%/ 2'3f6 2�'/�a 3�6 8.92 8.96
2 ��6 �i16 2�'16 Z�5�y 2�6 2� 7.7�J 7.83
p�« E �� �� �8 Z�j6 2i16 ?ild 2��y 7.�4 7.27
3 1y, 1% 1% 2% 2%1�6 2�6 2'/ 6.75 .
- � � 5� � v 2� 2i16 ��16 2��y 6.27 6.rJ4
A B i ��S1�6 ��5�16 2� �� �� 2 g 6.�6 6.�7
� �i16 �i16 2i16 1� �� 2 g 6.�8 6.��
� � F
`� I .
� 3 2'/, 2% 2% 3% 3�(, 3% 9.13
2% 1%9� 1��6 27%� 2�ie 27���e 3 i5�e 7.66
2 �ild �� 2i16 2�6 2i16 .2�i16 6.8� ....
2% 1% 1,/ 13Lfa 2�ie 23f6 2�16 2"ie 6.23 6.33
��� �� �/156� 2� 2�y Z�j5y 2 4 �J.92 . . . .
A� B, Ci. � � �/16 2� 2�16 ��/f6 2��6 �J.�J1 . _ . .
center to end of pipe 3 '; 1�, 1 2% 2�6 1'3�6 2'�, 5.93
D, E. F: -
center to face of fitting 3 2% 2�v6 2% 3% 29'�3(, 3% 8.79
2�1 �� ��i16 27�� 2y���6 . Zi16 3i16 7.��
2 2 ��6 ��d 2�7�16 2�5�76 27�� 2�3�y �.29
�� ��B �� 2/16 2/16 2i16 2��6 6.83 . . . .
� 3 2'/ 23�,6 2'/ 3'/ 2"/,a 3'/ 8.13
�� 2�'i �e �e 2% 2��e 2°ie 3�6 7.67 .
3 2% 2% 2% 3% 2'3�6 3% 8.46
1� 2!z 1% 1'�6 2% 2'�6 2%6 3�6 7.69
3 2% 2% 2% 3'/7 2'%�6 3% 8.30
1 2/1 �8 2 2 8 2�/16 2i16 3i16 8.�3 . . . .
'/. 3 2% 2% 2% 3% 2"ia 3% 8.25 .
% 3 2% 2% 2ie 3'/e 2"ia 3'/e 7.60 I
2% 2.'� 2% 2'/e 1�e 3�a 3�e 2'�b 8.09 8.35 �I
2% 2 2'/e 2'}fe 1% 3;f6 2'3(6 2'3�6 7.35 . .
2% 1% 2% 2�a 1% 3�6 2'35/fb 2'�6 7.99 . . ..
2% 1% 3 2% 2�i6 1,/ 3�y Z�nb 2'�6 7.73 . .
2% 1 2% 2L% 1% 3�6 2'3�6 2'�6 8.03 . . ..
, 2 2 2�6 2�16 �� 2 8 2� 2� �.8� . ..
3 2�L6 2�(6 2% 3'/�6 3'r(6 3'/e 12.00
� 2� ���76 ���d 2� 2� 2� .33�6 ��.95 . . . .
2 1% 1% 2�a 2 S/e 25/e 33'is 9.94
3% 3% �'/: 1'/e 1�/e 2�s 2% 2�s 3�6 8.87 .. .. 'I
1% 1% 1�� 23/ 2% 2�/. 3 8.63 . . ..
1 1�c 71f� 2�/ 2% 2�/ 2'3(6 8.00 . ...
pf-23
1 .
, , cast lron threaded, (class 125)
, wgt(approx)
tees, COnt'CI A B C D E F each,Ib.
size,in. in. in. in. in. in. in. black ge��,
�
reducing tee 3% 2'/„ 2'/e 2 ie 3�e 3�e 3'/,e 13.95 ,_,.
fig. 359 3 2'/„ 2'/, 2'/, 33;, 3% 3'/ 11.33 . ...
2% 1'3S6 1'/ 2'/ 2% 2"/,6 3�6 10.00 . . . .
3 2 15/ 1%6 2�` 25/ 2%6 3�6 8.66 . ...
1% 1,/ 1% 2'�6 Z d 2�6 3%6 8.33 . . ..
�� �� �� 2� 2 4 2 16 3 �.�9 . .. .
� ��y � 2� 2� 2 jy ?��f` �.�4 . .. .
�..i . `3� 2 16 2 C 2 16 3 16 3�16 3 16 �2.56 . . ..
���'` 3 23;6 2'/, 2% 3�6 3'/e 3'/e 11.77 .. .
_ 3% 2� 2% y'�e 1's�s 2% 2% 2y°i�e 3�'/e 10.69 . .
2 �8 �16 2 Ib 2 Y 2/16 37'y 9.88 . .. .
2 3% 2'/„ 2'/„ 2'�d 3'/,d 355, 3�6 12.93 .
3 2'/,6 2%, 2'/, 33;6 3'/ 3'/s 12.75 . . . .
3'/: 2'ie 2��e 2�a 3'in 3%ie 3�e 12.78
1% 3 2%6 2% 2ie 3'ia 3% 3�/ 12.56 .
3% 2'/„ 2�8 2�6 3%6 3 3',6 12.80
��4 3 2'/„ 2% 2?8 3%6 3% 3'/ 12.54 .
1 3% 2:i6 2% 2id 3%6 3 3%6 12.81 .
3 3 2% 2% 2'�{a 3% 3% 3�6 11.10 .
3 2% 2% 2% 2�a 3'/e 3�e 3'�a 11.93 .
�-� E 3 1Yz 3% 2% 2„/,6 23�'6 3% 3�6 3�6 12.52 ..
- - 2% 2!2 2'/s 2'/e 1'3'ie 3�s 3�a 2'/e 9.19 ..
A�8 -
� � 3% 2'�a 2'�s 2��6 3% 3% 3% 18.11 . . . �
- F 3 2% 2% 2'�a 3% 3% 35/ 14.12 14.69
2;�i 2 2 2% 2'�d 2'�d 3%6 12.85 12.96
4 2 1'�6 1'�6 2% 2'�6 2'%6 3% 11.63 11.73
�'.i ���e 1��5�e 2��a 2�i5,e 2%e 35ie 10.75 11.18
1�'4 ��16 ��16 2 8 2/5/16 2�6 3�6 10.38 �Q.�J4
A, B, Ci. � ��d ��6 2� 2i16 2i5�76 35jy �0.4� ��.8�
center to end of pipe % 1'/, t'/, 2!'/,a 2�6 2i16 3%6 10.58 10.83
D, E, �:
center lo(ace of fitting 4 2'/, 2"/,6 2'/. 3'/, 3'/, 3% 17.23
3% 2;� 2�e 2'�a 3% 3'�6 3",6 14.38 .. . .
3 2'a 2�6 Z'�a 3 a 3'/a 35/ 14.63 .. . .
2',-; 2 1'�, 25/, 3 2'/ 3°/„ 11.84 ..
3'I 2 1�, 1% 2�/, 2"/,6 25/ 3;i 10.90 .
��-'i �i5!e �e 2��e 2 iy�e 2% 3%S�6 10.09 . .
�4 �i16 7� 2� 2i16 2� 3i16 9.�J6 . . . .
4 1 1�6 1'/ 2'/, 2Sia 2% 33fa 9.90 . . ..
4 2'a 2'�6 2% 3�/ 3% 3'/, 15.04
3% 2% 2'� 2'�a 3% 3%6 3'�a 14.74
3 2% 2% 2i�a 3;a 3% 3% 12.50
3 2% 1'/ 1% 2se 2isia 2i/a gv/6 11.25 .
2 1'�a l�)�y 2�a 2'�6 2%6 3% 10.21 10.67
�� �i�l/b �/5�16 2��6 ?�5/y 2� 3�6 10.2� . . .. I
�� �ilb �ilb 2� 2i16 2� 3i16 9.7� . . .. ���.
I
2% 4 2f 2° 2ff 3� 3� 3� 13.06 . . �
3 2� 2/e 2�e 3� 3� i . . ..
2� �8 1��b 2� 2��y 2'3�6 3�16 11.78 ....
2 ���16 �ilb 2� 2��y Zil6 .�j ��.6� . .. .
4 2% 2% 2� 3% 3% 3% 13.19 .
3% 2% 2% 2��6 3% 3�6 3��6 14.15 .. . . �
2 3 2% 2�6 2'�a 3�/ 3% 3� 13.44 .. I
2% 1�/ 1�/e 2l 2��e 2��{6 3�6 11.60 .. ..
2 t��c 1's 2% 2'�s 2�6 3% 11.34 ....
ei.9d
�,,
�;
�:
. cast iron threaded Class 125 standard � saturated steam: 125
� , � � pressure ratings, psi ��quid & gas at 150° F: 175
wgt(approx)
', } tees, C0I7t�Cl A B C D E F each,Ib.
V size,in. in. in. in. in. in. in. black galv.
reducing tee 1!7 4 2% 2 8 2% 3��� 3�? ;��,� 13.47
lig. 359 - -- - -- --- ---- __ ------- --
1'a 4 2�a 2% 2% 3?4 3!j 3?a 14.35
4 - --- _ __ - --- --
1 4 2?-; 2'�e 2'/. 3?; 3'� 3;; 13.52 .
?d 4 2�d 3 2,� 3�a 3!.j 3�� 13.20 --
� 3�? 3�i 2��ie 2i/6 2i? 3iiS6 3��.16 3',j 14.25 . .
3'i 3 2"te 2i�6 2i,? 3iii6 3ii.16 3'7 15.23
� 3'j 2i? 2iiie 25e 2�i 3���ie gii 6 3'7 15.27 . .
3i? 2 4 2iiia 2ie 2i,z 3iis6 3ii 6 3�l 15.81
�:;.. 3 3 2iiie 2'%ie 2zia 3njy 3ii1e 3.� 12.80
3 2'7 2"ia 2'%is 2�ib 3n,ie 3n.-6 3!7 13.34
2'7 2'i 2'< 2uic 2z16 3ii16 gii,is 3�? 14.03
2 2 3 3 2'ib 3ii�6 3i,y6 3'7 16.07
4 2t�ie 2�%is 3% 4 4 4�a 23.83
`312 217�6 '1i116 3 16 4 4 4�g 24.�7 . . . .
3 Z5�16 25/,6 3% 3'-i 3!j 4;; 20.00 . . .
2.'.j 2�6 2�6 3% 33;6 3?;6 4'; 18.84
S 2 1 ie 1 4 3%a 2'iib 2's s q i e 17.43 17.84
�1.7 �916 1 916 '`3 5'1d '�1�6 '21116 4 �6.2� . . . .
1�� �i}a �%/ 3< 2v�a 2vin 3�zie 15.75
� �jA �/16 3 l 29,16 '�91G 3is.is �5.78 �6.3�
5 35he 3'e 3�a 4:i 4'e 4'i 26.33
o---t- e- q 2,�.�6 2'/, 3'/e 4 3?; �3?B 20.58
3'i 2916 2�i 3�6 3% 3'� 45i, 19.19
� n -e q 3 2�e 2%6 3% 3�i gii 4',4 24.05
21 z 2�6 2 3 ib 3i�6 3J.1e 4'/e 21.81
� f i � 2 l�a 1 8 3�6 2is,16 25iia 4�e 15A2
C F �J ��1 ��16 1�16 3^6 '211�y 2��6 Q �3.7�J
� 1;a 1ia 1%6 3% 2�:i6 2�i6 4 14.33
5 3zia 3Sia 3�s 4% 4'e 4!i 26]S
3� 4 2'?ib 2'nb 3?8 4 3?a 4�e � 22.76
� 3�z 2916 2�in 3�e 3�'a 3�� 4s1e � 20.23
3 25.y6 2;� 3'; 3!2 3'� 4',.; 23.22
A. B, C:
-- -- ---- ----- --_ _ ----
Cent2r to end of pipe 5 35�a 3%a 35�y 4!,j 4ia 4!i 23.38
3 4 2'.';, 2'?;6 3?,B 4 3?,; 4?8 23.53
D. E. F: 3!.'i 2°ie 2�e 3ha 3'a 3'i 45j"6 20.91
center to(ace of(itting _ _
5 35i�a 3� 3�a 4i� 4%a 4!i 22.12
2'i q Zuia 2�8 3,'8 4 3�.Q 4'B I 2456
2 5 3�'6 3°;; 33�, 4!� 4;; 4!'j 22.41
1!.1 5 33;e 3S e 3�e 4'i 4ia 4'.a 23.44 . . .
1!,a 5 33ia 35s 35�e 4�'i 4�a 4'� 23.55
4 4 3;8 3�.e 2'%ie 4% q3,8 4 -..- 20.88 . . i
4 3!i 3ie 3 ie 2'%ie 4% 4% 4 20.57 . . . .
4 3 3?8 3%6 2"�6 4% 4% 4 20.66 . . .
4 2'.1 S 3ie 3�z 2�%n 4% 4j8 4 22.37
3�� 3!i 3�y 3i�y Z%6 4�e 4�e 3 j; 19.66 . . . .
3',7 3 3�6 3r�6 2%a 4Sie 4Sia 3'/e 20.28 . .
3 3 3% 35i6 2916 4S�e 4S�a 37/,. 20.25 . . . I
5 3% 3% 3"16 4% 4j 5 37.00 . . . . i
4 2% 2% 3% 4%6 4�6 4'�, 32.44 33.74
3% 2'/s 2'/e 3'/a 4�6 4�6 4'�6 33.54 . . .
3 2'/ 2% 3'%6 3%6 3%6 4'i6 27.46 28.56
� 6 6 2% 2 2 3",d 3'/, 3'/, 4'/ 25.67 27.00 li
2 1��is 1"/,d 3'/e 3 3 45/ 24.65 25.63
1% 15/ 1% 3'/ 2�/ 2% 4% 22.53 . .
�'/a 1'/5�e 15%/ 3'�6 25/ 2% 4'/,e 22.36 . . . .
� ��16 �n6 3� 2� 2� 4�6 22.69 .. . .
pf-25
.. -_: ._..,.,. _ +` _,<. .
..,. ; .
�::, � . ' Y'�'Y'�`'"' . �
;kti ,,.,; ;;.
' � Y.t�(�
Y': . ^,ii' �Z yj 1 "T � Y ' A�. y_J 4�' . , ' �'Y +� '...L h �� . ^ .�.,.. 4 r .� .. �.'i � '4'•1'3�'
� . yt ��rX�,�'Fa� i �.�' �i�}�. � , � Y�''l. . . • .. .. � "��:�•Y�7���'F�.�`{.��'��',�„�� j��'�.�tY�`'L���J�+i�.f.s.:;��'r. . ���{'�
, ";D��y��''t+��x�;�,��,-• . . �' � ,<�,��t:= . castdron•threaded, (class��125
� � <
te>.y��.x�: _ , , wgt(approx)
es, C0171'C� � A B G' , D E p each,ib. .
� size,tn. in. fn. (n. in. in. in. black :��i
galv.
reducing tee 6 3'/, 3'3�6 3; 5% 5; 5; 43.31 ...,
fig. 359 5 3�/, 3356 3'3f� 45/, 4% 5 32.00 .,,,
4 2,/ 2��6 3% 4�6 4 4'3f6 28.20 ....
5 3 2% 23fe 3'3�e 3�e 3�a 4'�e 30.34 ....
2% 2 2�6 3"Yib 3% 3'/�6 4% 22.88 ....
2 1��6 1% 3% 3 3 4% 23.48 .,,,
1% 1 S/e 1�� 3% 2�a 2% 4% 25.81 ....
1'/, 1�/ 1% 3�� 25/, 2% 4�6 25.44 ....
6 3% 3% 3', 5% 4'3{� 5% 34.22 ,,.,
4 5 3% 3% 3'3fd 45/ 4% 5 36.32 ....
4 2% 2'3S6 3% 4�a 4 4'3f6 30.00 . .. .
3 23f6 2% 3�� 3�6 3'.�� 4"Jf, 31.75 ....
6
3% 6 3% 3% 3% 5� 4'3(6 5% 35.31 ._,.
6 3,/e 4 3% 5'/e 4'�e 5'/8 33.72 ....
5 3% 3�s 3'3f6 4% 4% 5 35.00
3 ....
4 2'3�6 3 3% 4�6 4 4'3fd 32.25 ....
3 2�/ 25/ 3��a 3�a 3�e 4"1�6 35.23 ....
o---'t� E 2% 6 3'e 3��6 3% 5% 4��6 5% 34.57 ....
i
n-}e 2 6 3'/ 4 3'/, 5% 4'�6 5'/, 35.21 ....
� I` F 1% 6 3% 4�6 3% 5% 4'�6 5% 34.67 . . ..
�
� 1% 6 3'/ 4�e 3% 5'/e 4'�s 5�e 36.29 .... �
5 5 3'3�6 3'3�6 3% 5 5 45ie 32.91 ....
5 4 3��6 3% 3% 5 5 45/8 33.51 ....
A. B, C: 5 3% 3��6 4 3'/ 5 5 45ie 29.26 . ...
center to end of pipe S 3 6 3'3;6 4�6 3% 5 5 45/8 31.13 . ...
D, E, F: 4 4 3'/e 3'/e 2'e 4'3S6 q,s/,e 4'/,e 26.36 .. ..
center to face of titting 7� 9� y�
6 4i16 43�16 rJ� �Ji16 Jr�16 6� 66.22 . . . .
5 4'/�6 43/,6 5�6 5�6 5i16 6'/e 67.81 . . . .
4 3% 3 y8 5'/ 4% 4% 6% 53.62 . . ..
8 3% 3'/ 3 ye 5% 4% 4% 6% 54.21 . ..
3 3'/ 3ye 5y, 4% 4% 6% 54.97 . . . . �I
2'� 2�X6 25�16 5�e 3'�6 3'�6 6 45.23 . .. . �i
2 2�6 2'/ie 5�/a 3�s 3�a 5% 44.49 . ...
8 8 53;6 5% 5'/�b 6�16 6�16 69,a 91.50 . . . .
6 6 4'Y�6 43Sa 5% 5�6 5�6 6'/e 73.72 ... .
5 4'Xa 4�6 �J�6 5�a 5°fa 6,/ 76.60 .. ..
4 3% 3% 5�6 4% 4% 6% 62.28 . . . . �
5 5 4356 4% 53�a 5�s 5�s 6'/e 77.58 . ...
4 8 53;6 5�/z 5�ia 6°Se s�a s�e 67.00 .
2 $ � �Jilb J�B 5i16 6�16 6�16 6�16 64.�� .. . .
6 6 5% 5% 4'/16 6'/ 6�/ 5�6 58.05 .. . .
6 5 8 5% 5�6 43fd 6�e 6% 5�6 65.79 . .. . �
5 5 5'Y�d 5'Jfb 4'Jfa 6% 6% 5�6 67.92 . . ..
:.o' . . � �s�'`�:�.�:a.
�' pf-26
,J, . . . . .. .
�rt.�l:�l,�y:Nn.fuv .
,;, ���- �zcast���ron �tFireaded� Class 125, �St811CI8CCI� pressure ratings, psi saturated steam:�05 .
,....
€ liquid 8 gas at 150 F: 175
',: � k�<. .. . . . W9t(aAProxj
CI'OSS@S" A,B C,D E,F G,W each,Ib.
� size,in. in. ln. fn. in. black
��2 9�71�6 9�v18 �/5i�6 �/51�6 2.80
straight cross � ��16 ��16 ��16 ��16 �.�3
tig. 360 - � - � , 1 '3fe �3fe 1% 1% 1.59
. � ' r 1�� 1�/ l�e �% 1�4 2.42
. .. � , N 1% 13fe ��y�e 1�3fe �'3Sa 3.21
- A - B - �. D 2 �/1{ �/I6 2� 2� rJ.Oa
� � L �/ 1/
I � C 2� � ��ilb ���16 2��16 2��6 8.07
I ` � ° 3 23�ie 2�e 3�/e 3'/e 11.84
`i. � v L
4 2� 2% 3� 3' 19.63
� 4 �16 �16
A,B,C,D:center to end ot pipe 5 33�6 .3�y 4% 4% 31.16
E,F,G,H:center to face of fitting 6 3'/, 3'/, 5'/, 5% 47.67
Ireducing cross wyt(approx)
II fig. 361 A B C D E, F G, H each,Ib.
size,in. in. in. in. in. in. in. black
' � � % a ��e ��a ��a ��e �e ��e 1.30
1'/, 1�/ 1 1 ��a ��e �% �'.e ��e �'�a 2.04
1% 1% 1�/ 1'/e 1% 1% 1'316 1% 3.95
� �� � �g �g ��6 �ilb ���j6 �e .3.9�
1/: 1 1 � 1 1 1'/a �'/a 1% 1'3f6 2.51
1% 1'/, 1 1 1 1 1% 1% i j 1'�6 2.67
�
i 1 1 1 1 1�/ �'/a �'/a 7 5/a �'�n 2.74
1% 1% 1'/a 1 a ��e 1�e 2 2% 4.08
�E-�--F 2 1Ya �% iYe 1'/a 1�a ��s i7e 2% 4.OD
1 1 1�a 1�a 1�6 1�a 1% 2 3.22
2 �'/a 1�/a ��a 7 3�ie �% 1% 1'/a 2�e 4.7 S
I � H 1% 1% 7 1% 1�6 1% 1�6 1'/e 2% 4.25
- -a - �-� 1 1 1�c �% 7�e 1�e 1'/, 2 3.5 7
.�.v� A-�.B_ L G '2 2 �il6 �916 ��i16 ���16 2i16 2i16 6.82
' -� 1% 1% 1'/ 1'/ 1% 1% 23fa 2'�6 5.68
�'/: 1'/a 1'/a 1'/a. 1"Y ic �"/ia 2'�ie 2�n 5.5 6
� 2� �'/a 1'/a 1'/e 1'/e 1'�a 1"yia 2�a 2'/ 5.26
A, B,C, D: 1% 1 1'�'6. 1�a 1% 1'�6 2�6 2% 5.39
cenler to end of pipe 1 1 1 1 1'�6 1"rfb 1'�a 23fa 5.06
2� 2 2 �� �q 1 8 �B 2i16 2i16 7.Z.3
E, F, G, H: 1% 1% 1% 1356 1'e 1% 2�6 2�a 6.13
center to face of fitting 2 1'/a 1'/a �'/e 1'�6 1"/,6 1'�6 2i(6 2'/s 5.88
1% 1 1% 1�6 1'�6 1"}fb 2�6 2% 5.86
1 1 1 1�b 1'3S6 1'3�6 1'3�, 2356 5.11
i 1% 7 1�6 ��16 i,e �"�b 23��'ie 2%�6 6.51
1/ 1,/a 1,/a �,/ 1�e 7��s ��3�i6 2/16 27e 6.01
2 7 2� �B �8 2i16 2/16 2y�/�16 3/15�6 9.96
2 2 �8 1 8 2 16 2 16 2�16 2�/16 8.85
2 1�z 15/e 1 S/e 2�7�6 2'ib 2��/6 2��'/6 9.25 i
�� 1� �� �� 2i16 2�6 2�16 . 2�7'y -7.9� �'�.
Reducing Crosses 3 y% 1% 1% 1% 2%6 2�6 25�6 2'3�6 7•92
are read thus: 1'/, 1'/, 1'rfb 13f6 2'/e 2'/s 2ji6 2'/a �•21
1'/, 7 1'/�6 ��6 2ie 2'/s 23'ia 2'/, 7.25
2 3 1 1 1�a i�a 2% 2% 2�e 2'�6 6.70 '
3-I-•2� 2� 2 ��i76 1� 2�16 2�16 2��6 3�16 ��.22
2 2 15/e 1��a 2'/a 2% 2�a 2�3fa 9.62
1�/ 2 �% 1% 1��a 2�a 2% 2�6 2��6 9.81
2 1'/a 1% �'%�s 2'/a 2�e 2�e 2'�, 10.03
� 3 x 2%x 2 x 1'/, 2% 1% 1% 1'/ 1�6 2?fd 2�6 23,(/a 2'�6 8.37
1 q �� �q ��6 2� 2 g 27,y 2 q 7.87
1% 1 1% 13(a 2'/e 23f 6 23�6 2% 8.13
7 � ��6 �8 2 B 2� 2�6 2��6 �.47
� 3 3 23fa 2'X6 2�7�16 2�7�6 3�ib 3%v 13.69
2 2 2� �� y 8 2i16 2�16 2 8 3�16 12.19
2 2 1% 15/ 2% 2% 25/8 3�6 11.00
�� 7% 1% 1'/e 1'/e 2�s 2�s 2'/s 3�s 9.47
1% 1% 1% 7 a 2�s 2�6 2'/e 3�e 9.75
3% 3% y% 1 1'/, 1% 2�6 2� 2'/ 3�6 10.00
1'/a 1% 1% 1f 2% 2�/ 2% 3 9.09
y � 1'/a y% 2�a �s �% 3 9.28
nf-27
____.__._..__.___.. . _ . __, ._.__.Y.._.._.�.,..�...._........._.._----.-- _--._,_,,,,,�„��
� �
�
, , , � . ,�
. cast lron threaded, (class 125) °,
wgt(approx) �
Ct'OSS@S, COnt'd A B C D E,F G,H each,Ib.
Size,in. in. in in. in. in. biack
reducing cross 2�/s 2�/z 1�/e 115/�e 2�/ie 2�/e 2�/e 35/ie 13.07 `�'
�1g. 361 2'/z 2 1�/e 1'S/�e 2�/�6 2�/e 2�/e .35I16 13.00
3'/z 3 2 2 1�'e 1"/�e 2'/z 2Yz 2�'e .33Ii8 11.50
2 ���2 1�8 1���18. 2��2 29�18 2�B .3�It8 ��.88 ..
2 1'/. 13'e 1"/,e 2'/z 29/�e 2�'e 3'/,s 11.80
1'/z 1'/x l�i'e 1'/�6 2'/�s 2'/ie 2�/e 3'/�s 10.28
1'/. 1 Y, 1'/. 15/,e 2'h 2�Ye 2Y. 3 9.78 �
3'/z 3Yz 2"/,6 2"/,e 2'b 23/. 3'/. 3�/� 21.44
.3 .� Z3Ilfi Z3I16 2���16 2���16 3��� 35✓8 ��J.�Ji
2'/z 2Yz 2 2 2"/�6 2"/�s 2t5/�e 39It6 14.07
t"E –F 2�/z 2 1�/e 1�/e 2"/�6 2�/e 215/�e .39I16 14.88
� - 4 2Yz 1'/z 2 2 2'/a 2"/�s 215/�e .39I16 14.38
- H 2 1'/z 13'e 1�'e 2"/,6 2'/n 2"/�e 3'/z 12.56
� ° ' • l Yz 1'/z 1'/e t�'e 2"/,6 2"/,6 2'/,e 35/,s 11.82
, – 4 } l Y. l Y. 1'/. 1'/, 2"/,e 2"/,e 25/�e 35/,s 10.75
A-"-B c G 1 1 1'/s 1'/+ 2'/. 2'/� 25/�6 35/�6 11.09
1 � 4
2��2 2��2 ���8 1�SI16 2���16 2���16 215�16 .39I76 14.75
3'h 2 2 15/s 1"/�e 2i3�t6 Z13I16 2'V�6 3'/z 13.00
A, B. C, D: 1 Yz l Yz 1'/s 1'/,e 2„/,e 2"/,e 2'/,e 35/�s 12.06
Center to end of pipe 1'h 1 13Ye 1�/�6 2"/�6 23k 2'/�s .35I16 12.56
1��4 ���/ ���4 �5�16 2���76 2���16 25�16 35�16 11.47 �
E, F, G, H:
, center to face of fitting
2'/x 2 1'/e 2 2"/,6 2'/e 215/�6 .39I16 15.92
3 2 2 �� 1���16 213I16 Zt3I16 2���76 .3��2 13.50 �.
2 1'/z 15/e 1"/�6 P13I16 23/� 2"/�6 3'/z 13.62
1'/z 1'/z 1�8 ��I16 • 2���16 23'e 2'/�6 35/�e 13.50
4 4 Z13�16 Z13I76 35I16 35�16 4 4�/a 28.50 �;j
3 3 25/,6 25/,s 35/,6 35/,6 3'h 45/,6 22.91 -=
2'/z 2'/z 2 2 .�516 35/�6 3'/�s 4Ya 19.56
2��2 2 2 Z .3516 .���2 .3��76 4��4 20.�.3
Reducing Crosses 5 2 2 �3/� 13/, 3'/,6 3'/,6 215/,s 4'/a 18.25
are read thus: �y2 1 y2 1 yZ 1 yz 3�e 33Je 2"/�6 4 16.63
5 1 Yz 1 Y+ 1 Y2 1'h 3'/e 3�'a 2'V�6 ` 17.03
2 ���� ���� �� �� 35�16 35�16 Z9�16 .35I16 �6.25
3—I—2% 3 3 25/,s 2'/,6 35/,6 35/,6 3'/z 45/,s 23.81
�/ 4 2Yz 2 2 2'/s 35/,6 39/,s 3�/,s 4'/+ 22.47
1'/z 1'/z 1'/z 1�/e 3�/e 3�'e 2"/�e 4 18.81
3x2%x2x1%
5 5 3�'e 3�'e 3'3/,6 .3�3�16 45/e 5 3925
4 4 2"/,s 213/,6 3'/e 3'/e 4'/,6 4t5/,6 33.40
6 3 3 25/,6 25/,6 3'/s 3�/e 39/,6 473/,6 30.06
2Yx 2'/z 2 2 3'/e 3'/e 3Y� 4�/� 26.44
2 2 1'b 13/. 315/,s 315/,6 3'1,6 43'e 25.38
6 1'/z 1'h 1'/z 1 Yz 3'/e 3'/e 23/� 4'/z 23.69
1'/� 1'/+ 13ia 13/e 3'�/�s 313I16 25/e 4'/�6 22.88 I
3 3 25/,a 2�i'a 3'/e 3'/e 3'/,e 413/,e 32.88
5 2 2 1�/4 1"/,6 315/,e 315/,e 3 4�/a 28.44 •
1'/z 1'h 1'h �9I16 3'/e 3'/e 23b 4'/z 25J5
6 6 4�/�6 4�I�5 SYe 5Ye 59/�6 6�i'e 71.44
8 8 5 5 43It6 43I16 S�It6 S3I�6 �J9I16 6�8 8�.44 -
4 4 3'/a 3'/e 5'/,s 5'/,6 4'/z 6'/s 55.56
�
r :� i
, :,,
�
qf-28 ,°
4
� • i , 7
.,�,� .
cast iron threaded •
��' � bushings wei ht each,Ib. weiflhl each,Ib.
'.' size,in. black yelv. size,in. bleck qalv.
j hex bushing '/. '/, .021 .022
� lig. 383 � / .038 .039 2'/, 2.56 2.68
� % .045 .047 02 2.42 2.48
i ' -
% .050 .053 3r1 Ot:i 2.32 2.38
� % % .070 .073 �1'/. 2.54 2.64
� % .060 .062 ❑1 2.65 2.7$
� % .103 .105
i� ' '/. .100 .105 3i� 2.50 2.58
i % .090 .093 3 3.15 3.21
02j 3.29 3.33
i % .770 .174 4 02 3.11 3.24
i � p � .�82 .�88 ❑1% 3.44 3.50
❑t/. 3.54 3.60
� ❑ y. .186 .192 ❑1 3.59 3.63
❑ % .208 .216
i 1 .296 .302
% .385 .393 4 3.94. 4.10
7'/. L7 % .300 .305 3;; 4.00 4.30
❑ % .290 .295 5 Q3 4.83 4.93
� '/. .290 .300 02'/, a.87 5.06
7% .327 .334 �2 5.12 5.24
1 .500 .520
�� ❑ � ,420 ,4�70 5 5.24 5.45
O % .470 .500 O4 6.83 7.11
O �� .470 .490 6 �� 7.75 8.06
1% .860 .830 02% 7.72 7.78
02 8.00 8.32
01 .730 .760
; 2 ❑ �/. .770 .750
� Q % .770 J80 73.19 13.5
1 � � % .750 .800 ❑5 13.65 14.0
pq 13.93 15.0
2 .920 .950 8 O3'/z 14.60 .. . .
1% 1.290 1.340 03 15.50 15.8
2/ ❑1% 1.240 1.250 - -
� ❑1 1.160 1230
0 �� 1.250 1.290 8 22.0 22.5
O % 1.280 �p O6 24.5 .. . .
❑5 26.1
2% 1.63 1.66 O4 27.5 I .. ..
2 1.90 1.94
��'/: 1.79 1.83 10 32.5 33.0
3 01'/a 1.77 1.80 08 37.0
❑1 1.90 1.92 12 . .
� % 1.92 1.95 06 40.0 40.5
� �/: 1.93 2.01 OS 41.0 41.5
face bushing '/. % .009 .oio �%z 345 .350
fig. 385 - 1'/ 540 549
, 2 1 525 .535
� '/. .020 .020 '�� 684 .690
'/z 695 .703
,� % .030 030 2 615 .620
"7 % .040 .040 2Yz �Yz 850 870
1'/. 935 .960
% .055 .055 2Yz 970 .988
% % .065 .065 2 1.330 1.380
% .070 .070 3 �yZ i.500 1.560
1'/. 1.540 •
1 '� .085 .090
% .120 .125 3��Z 2'/z 1.760 ....
2 2.100 ....
1 .160 .165
. 1'/. '/a .268 .273 3 1.920 1.960
% .245 .250 4 2Yx 2.550 2.650
i 2 2.700 2.620
1% .145 .150 5 3 4.130
�/ i .339 .346 ���
' '/a .391 .398 4 5.820 6.05�
� % .320 .330 6 3 6.900 •
2Yz 7210
• Not stocked O Inside hex
Note: Hexagon head or octagon head bushings,size 2+/�in.and smaller reducing one size may be made either of
.4'�s. malleable iron,ductile iron,or steel.Other sizes may be made either of cast iron,ductile iron,malleable iron,or
steel.Face bushings,sizes 2yz in.and smaller may be made either of malleable iron,ductile iron,or steel.Face
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THE RELIABLE AUTOMATIC SPRINKLER CO., INC.
,.�.��� �������� :� ,,.�..y�f�� ��� �: . � _ .. � :
525 North MacQuesten Parkway, 103 Fairview Park Lane, 2015 McKenzie Drive, Suite 100,
Mount Vemon, NY 10552, Elmsford, NY 10523, Carroliton, TX 75006,
(914) 668-3470 (914) 592-1414, (800) 272-6565 (800) 442-6742, (214) 243-1012
WESTC��AS� ���'�°Ff��4Sp MiDlf�`���:
11821 Wakeman Street, 1800 Sandy Plains Parkway, 1130 Main Street North,
Santa Fe Springs, CA 90670, Building 100/Suite 108, Lombard, IL 60148,
(800) 352-4365, (213) 698-9421 Marietta, GA 30066, (800) 228-6274, (312) 495-7911
(R(1(11 R�9-i Ri 4 (4f141 4�1-1 R'�3
' � � � � � �
'NTERFIT GROOVED PIPING SYSTEM otiers versatiliry,economy and �` .;,
Casl housinp ol �'; Moklcd synlhdic /' �
.biliry in the installation of piping systems. ad;,�;,o�v�nsrM ��r'$�ti�� tina�,��o�
lhe Inlerfi(Mechanical Coupling employs a time honoured method �153Gspcc (`PDM,orNdiikor
which o(fers considerable savings in mstallation costs while "��,����e
subs(anlially improving Ihe iping system inlo which(he couplings are �� �.
inslalled Addi(ionally, simpPciry of inslallalion is main(ained in lhal a �,� :
single wrench and lubricant are required for installation. '
Along with the interfit Mechanical Couplings, Interiit oflers a comple(e / -�t��� � �
line of grooved-end iittings, thereby permitt�ng the user to inslall a � ,�r
cumplefely Interfit designed sysfem. Inlerfii Mechanical Couplings and
f ittings are UL & ULC Lisled, and FM Approved for fire proteclion � H�ghlens�lr
s stems Aon a�a N�r
y Holl�r��yrmvcd � !���SIMAiB3 or
The Inlerfit Grooved Piping System is approved by many sfate and nandaNslccl0ipe —'" ASIMA4495pec
municipai authorities.
�� t ;r, ��
i:l;DC�'CED COSTS L��rION Z'YI'E JOIIV"I'
Coupling assembly is quick and easy Couplings can be disassembled easily
Special training not required. The 1--- - permitting maintenance and servicing
� �`� system is free from contaminates such ; '�'�� , of the piping system Il will facilit2te
as weld slag and pipe dope. �I IJ i;�', : periodic rotation of pipe to distribute
� �`'� internal wear from slurries or other
'� Installation cost are controllabie and � L
estimates are more precise. abrasive media.
F„_�`�g�-y DEFLECTION 8L MISALIG:�'Iv£E!�"I,
�� The couplings engage the pipe around Precise location o(pipe openings
;� the entire circumference and restrain through walls and floors is
�' � ' " the pipe ends from separation due to unnecessary. Long radius curves may
�� � �--- pressure and other forces, up to the y be designed wit�fewer elbows Useful
� � _ -��-/��_
- -- ; �- maximum coupling raled woricing "�_� � i for providing pi�ch for drainage
pressure. � Facili(�ies laying pipe on rough or
� ,:,
°�'°"' � uneven ferrain
;:=�I'_�:'�'SION &. CONT'RfICTI��i�' �TRESS FREE �jEJ�:'�'":�
Provides linear movemenf at each ��, � �� Flexibiliiy of the�oint reduces or
s� �oi /�,,
, / eliminates stresses from settlement of
joint Allows pipe expansion and ���� ��;,�;
.___:'�� ______ contraction Suitable for hol and cold ---� ' buried pipe,or induced by seismic
" � water lines and dual lemperature tremors
��,
systems. � v
; _
- --,.� _____— ���` � �
I�OISE R�, VIBRATION t2IGIDITY
��� Slighf gap between pipe ends isolales ";< Couplings available for rigidity at
-. ,��_� noise and vibration. Resilient gaskef ��� valves,equipment or mechanical
= rooms. Couplin s ri i to rovide
� , also helps to absorb noise and 9 9 p p� p
_ vibration. Often permits elimination of ' a rigid system Used with standard
�'� � noise suppression devices. �:j — groove specifications.
— s� �,t..,
Distributed by:
„ , , , �
� .�,,�....,_., .,,�wrr�r-
- ' � Il ' 1
Grooved End
„ ��
, ' � � F�ttings APproved
• �
� ��I��`� � 1 �
Frictionai Resistance
Expressed as equivalenl Slraight Pipe-in Ff.
Nominal Elbow Tee
Size
_ Indies _ 90' � 45' Br_ an� Run_
1 1J i 0.8 4.2 ; 1J
__ -_ _
. 2 3_S � 1_-8 _ _8-5. ; 3�5
3 5.0 ; 2.6 13.0 i 5.0
_ __ , __ _ _- -----_ , ___
4 6.8 i 3.4 16.0 6.8
- _ , _ - -. ; _
GKOOVED END FTITlNGS S 8.5 4.2 21.0 I 8.5
I
- __- -- ----- _.
b 10.0 � S.0 25.0 � 10.0
__ _ _--- ---
Fiilin s are available thru' 12 inch in a variet of st les and�re
9 Y Y 8 13.0 6 S 33.0 13.0
designed lo provide minimum pressure drop and uniform sfrenglh ° --- -- --
10 U.0 � 8.3 41.0 ! 17.0
Casi of durable duc(ile iron, fitlings are supplied wilh machined ---- -- - --- - t ---- --- --
orooves�o exac(lolerance 12 20.0 I 10.0 50.0 20.0
� � • � • e
CtoE , CicE EtoE
,`+--�'� '�� �� E ro E . �� a
CtoE � ! �
�
No. 100 No. 101 No. 110 No. 150 No. 140
90° Elbow 45° Elbow Tee Cap . Concentric Reducer
Nominal _--- _-�---- - _--- ---- __ __ Nominal - -- _ _ _
Size C to E Wgt. Ea. C ro E W t. Ea. C ro E Wy t. Ea. C to E ;y,/yt. Ea. Size E to E Wgt. Ea.
Inches In. lb. ��• � �b. In. ' Lb. In. � Lb. Inches In. lb.
1 1/4 2 3/4 0.9 1 3/4 I 0.6- 2 3/4 . 1.4 7/8 ! 0.5 2 x 1 1/2 2 1/2 ' 1 A
- -- - _ - - -
- __.
1 1/2 2 3/4 � 1 1 � 3/4 � 0.9 2 3/4 1.B 1/8 � OJ 2 1/2 x 2 2 1/2 3.9
--- - I - _ _ ___ -- ---_ --.
{ 28 7/8 ; 0.7 3 x 2 2 1/2 1.6
2 31/4 � 1.9 - - 2-- 13 31/4 _ __ _ -- s __.
2 1/2 3 3/4 _ _3_0_ 2 1/4 , 2.0 3 3/4 4.4 7/8 � 1.0 3 x 2 1/2 2 1/2 � 1.B
I
-- --- -- --- - - - - -- -_ a
3 4 1/4 4.1 2 1/2 j 3.2 4 1/4 6.5 7/B ': 1.4 4 x 2 3 ! 2.4
-- _ - --- �_ ___ __ _
---- --- --- - - -____
--
4 5 7.8 3 5.S 5 11.8 � ; 2.6 4 x 2 1/2 3 ; ?-1 _
- - --- 1 ___ _ - -- - ----t- -- - -- --_ -
- - -
5---- - 5 1/2 13.2 3 1/4 8.S 5 1/2 17.0 1 i S.S 4 x 3 3 ! 2.5
--- - - -- ---- -- - - --
- - _ -- _--
6 6 1/2 19.0 3 1/2 12.5 _6 1/2 , _26.0 1 ! 1.5 5 x 4 3 1/2 , 4.3
---- - --- ----- -- -�----- _
____--- __- _
- - -- _
8 7 3/4 36.8 4 1/4 24.5 7 3/4 i 45.0 � 3/16 ' 12.8 6 x 4 4 6.5
- -- � - - -t-- - ----
---- -- --- - - -- -- - _--- -
10 9 62.0 4 3/4 41.0 9 � 100.0 > >�4 20.0 6 x 5 4 � 6.4
- -- - ----�- - -____ -------
_ ---_.- -
12 10 125.0 5 1/4 58.0 10 � 140.0 1 1/4 21.5 8 x 6 5 11.9
Distributed by:
' - i � ' � i i �
� . , , r
� � � � � STYLE 10
� , , � ��
� � � Llghtwelght Coupling AAProved
.
i Z� Y --�,
�--
S TYLE 1 O
- � � LIGHTWEIGHT' COUPLING
X When low to moderate working pressures
\ are involved, lighter weight style 10 is an
� economical alternative to style 11 .
� �
� I Deflection from C� Dimensions
�
Nominal ; Pipe Max. Wk. Max. End i Allow Approx.
Size ! O.D. i Pressure i Load ' Pipe End Per Pipe X ' Y ' Z Wt. Ea.
Inches I Inches PSI` I Lbs.` � Sep. ln.* Coupling In./Foot � Lbs.
� , Degrees � Inches
' i I
, ;
1 1/4 1.660 j S00 � 1,080 0 - 1/8 4 - 19' 0.90 2 S/8 j 4 7/16 ; 1 3/4 1.5
--_ �_ _ - _ _ _ - - ; ___ --—_ _ -
. -- --- --- - __ _ - - - a __
1 1/2 ' 1.900 i 500 I 1,400 0 - 1/8 3 - Qb' 0.19 3 1/B � 4 1/2 1 3/q 1.6
. --- - �__- - � --- _ - - -_ _ ___ � ; _----- - -----
2 I 2.315 500 �, 2,215 0 1/8 3 - 1 0.63 3 3/8 � 5 1/8 i 1 3/4 1.1
i �, _ i
_ --- - --- 1__- -- _ . _ ___ _ _ _-- --
2 1/2 ', 2.815 � 500 � 3,245 I 0 - 1/8 2 - 29' 0.52 3 1/8 ; 5 7/8 ; 1 3/4 2.2
. ---_ _i _ - i ____ r --- _ -_ __ t __ � _. ___ _ __-- --
3 ; 3.500 500 ' 4,610 0 - 1/8 2 - 3' 0.43 4 1/2 � 6 3/4 j 1 3/4 2.8
i �- � - -
_ _ --- -_ _-- - ----- , ---- _.
-__ _- -- -- — -__
4 ; 4.500 400 j 6,300 ; 0 - 1/4 3 - 11' O.bb 5 1/8 8 ' 2 3.8
;. --- -- --- - --___. - —-- -- ------ --- --
-- ---
S ; 5.563 � 400 9,720 � 0 - 1/4 2 - 35' ! 0.54 6 7/8 10 1/8 � 6.0
___ �--- --- ------ � --
----- , ---- ------
_----- - ---___- -
- . ___
b 6.625 400 13,790 � 0 - 1/4 2 - 10' ; 0.46 8 11 2 7.0
__--__ _ — ------�>-- - -------__,---
------- ------ _ --
8 8.625 350 20,450 � 0 - 1/4 1 - 40' i 0.35 10 1/2 14 2 3/8 13.0
�
` Maximum working pressure, End load, Pipe end seperation and Deflection values are for Standard Steel pipe, cut Grooved. For standard
Roli grooved steel pipe, Deflection and pipe end seperation values will be 50%of the above values.
Distributed by:
. - . . _ . .. , . .. . . .
nA.
. . MECKAIVICAL SNAP=TEE
. l1 I
� Grooued - Styie 15 ��
� � � Approved
. Threaded - Styie 16
Eq�.���p���a�-� � � Hole Din Dimension Wgt.Ea.
Max Female
s�:"'' i� 3/4 i i v+ i vT z �v� 3 + Nominal Wor Hole Max. Fem. Grv.
o,'w� zo 4.o s.o 6.o s.o io.s iz.a id.a zT.o Size Pre Saw Perm. Threaded Grooved rnd.
��....� -- -- -- Run x 8ranch PSI. Size Dia. T V V W Y Z
o��w� �.o e.o n.o 13.5 p-o inches In. In. In. In. In. In. In. In. Lbs.
I
2 x 11/1 300 1 1/1 1 S/8 21/16 2 S/8 - 1 3/8 S 3 2.3 -
2 x 3/4 300 1 1/2 1 S/8 21/16 2 5/B - 1 3/8 t S 3 2 -
2 x 1 300 1 1/1 1 S/8 1 1 S/16 2 5/B - 1 3/B -5 3 21
2 x 1 1/4 300 13/4 1 1/8 21/1 b 2 3/4 - 1 3/8 5 3 5/8 2.4 -
a, 2 x 1 1/2 300 1 3/4 1 ]/6 21/16 2 3/4 - 1 3/8 5 3 5/8 2.3 -
g 21/2 x 1/2 300 1 1/2 ' 1 S/8 2 3/16 2 3/4 - 1 5/8 5 31/6 3.4 ' -
21/2 x 3/4 300 1 1/2 1 5/8 2 3�16 2 3/4 - 1 5/8 S 31/8 3.4 -
�., � 21/2 x 1 300 1 1/2 1 5/8 21/16 13/4 - 1 5/8 S� 31/8 3.3 -
21/2 x 1 1/4 300 2 21/8 2 5/16 3 - 1 5/8 51/2 3 5/6 3.6 -
11/1 x 1 1/1 300 2 2 1/8 2 S/16 3 - 1 5/8. 51/1 3 S/8 3.5 -
3 x l/2 300 1 1/2 1 S/8 2I/16 3 - 1 15/16 4 7/8 31/8 4.2 -
i ? �Z� 3 x 3/4 300 1 1/2 1 S/8 2 7/16 3 - 1 15/16 41/8 31/8 4.2 -
: � 3 x 1 300 1 1/2 1 5/8 2 S/16 3 - 1 15/16 4 7/8 31/8 q.2 -
3 x 1 1/4 300 2 2 1/8 211/16 3 3/8 - 2 1/8 6 1/4 3 3/4 4.3 4.1
�� 3 x 1 1/2 300 2 21/8 211/16 3 3/8 3 3/8 11/B 61/4 3 3/4 3.9 3]
,
j --3 z 2 � 3 00 21/2 15/8 213/16 31/2 31/2 2 1/8 6 1/4 41/B 4.4 4_
4 x l/2 - -�h-300 1 1/2 1 S/8 21 S/16 31/2 - 21/2 6 31/4 4.6 -
Style IS witft Grooved Outloi 4z3/4 i 300 11/2 1S/8 215/lb 31/2 - 21/2 6 31/4 4.8 -
4xl � 300 il/2 {15/8 213/16 31/2 - 21/2 6 31/4 4.1 -
'-� i z� 4 x 1 1/4 - �300 2 I 21/8 3 5/16 q . 2 S/B 1 1/4 3 3/4 4.8 -
� ! � - - _ - - - - -
! 4 x 1 1/2 300 2 21/6 3 5/16 4 4 2 5/8 71/4 3 3/4 4.6 4.3
T 4 x 2 i 300 21/2 15/8 3 S/16 4 4 2 S/8 7 S/B 4 3/B 5 4.5
-�--- --�- - -- ----f---
'4 x 2 1/2 ' 300 2 3/4 2]/8 31/16 4 4 15/8 7 5/B 4 5/8 5.4 5
I� '4x3 � 300 31/2 3S/8 31/2 41/2 41/8 25/8 71/4 51/4 7.1� 6.6
-� 5 x 1 1/2 300 2 21/8 41/16 4 3/4 4 3/4 31/4 91/2 3 3/4 7.6 1.3
Style I6 with Female T6readed Outlet 5z2 �_300 21/�25/6 41/16 43/4 43/4 31/4 91/2 43/8 8.3 6
__-Y �Z� _ 5 x 21/2 j 300 2 3/4��21/8 313/16 4 3/4 4 3/4 31/4 9 1/2 4 5/8 8.3 7_4
� S x 3 I 300 31/2�,1 3 5/8 4 5 4 5/B 31/4 91/2 5 3/B 9.9 9.4
� ,� 6 x 1 1/4 t 2S0 2 21/8 4 7/16 51/B - 311/16 10 3 3/4 7.8
� ' I �1 � 6 x 1 1/2 � 250 2 21/8 41/16 51/8 51/8 311/161 10 3 3/4 7.7 1.4 '
� � � �� j 6x2 250 21/2 2S/B 41/16 Sl/8 51/8 311/16 �0 43/B 8.1 1.1
� : T 6x11/2 250 23/4 21/8 43/16 51/8 S1/B 311/16 10 45/8 8.8 8.4
i � � 6x3 1S0 31/2 35/8 41/2 51/2 Si/8 311/16 �0 53/8 10.4 9.6
� � 6x4 2S0 41/2 �45/8 41/4 53/B 53/8 311/16 93/8 61/4 14.3 10.8
Cross 8 x 21/2 250 2 3/4 21/6 5 3/16 b i/4 61/4 4 7/8 121/2 4 5/B 11.6 11.2
Mediarticd Brandi a�fleis provide a quick and easy oullei ai any laahon along B x 3 T50 31/2 3 5/8 51/2 61/2 61/4 41/6 121/2 5 3/B 14 13.1
ihe pipe.A hole is d�i9ed a cut in ihe p�e to redeve ihe laalmg cdlar.The g x 4 2S0 41 4 5 6 S S 16 6 3 8 6 3 B 41 B �2 61 4 15.4 14.2
laating cdla mantaos the snap-tee in posilion and provida a smoolh fi�ll flow
fining.The gasket and the housings are mdded to comfam to ihe pipe O.D.and
, provide a leak tight J�dnt in pasitive and vacuum con�tiau.Threaded outlets are NOTE: Approximale dimension from center of run to engaged pipe run end.
ako walabte with British Standard Pipe Thread. ' Requires 1/1 x 31/4 6olt when used as aaoss.
Distributed by:
' - � � � r / �
�.
�, ,.••;:;�> �;:..;{R„�;�«;:;.,
_ � �� � �. �� , - � 5
, ST:I'LE �
�
' � � Ri id Cou tin Approved
� 9 p 9
.
l� -- STYLE 5
i
'��; ;' RIGID COUPLING
Provides rigidity to the grooved piping
Z � Y --� system. The wider key sections and the
� I � tongue and groove arrangement of the
� � � housmgs reduce flexibility and provides
, , � � joint rigidity.
X '
/i %
�
� Dimensions
�
Nominal Pipe Max. Wk. Max. End � Allow Approx.
Size � O.D. Pressure Load
Pipe End X Y Z Wt. Ea.
* Lbs.
Inches Inches PSI* Lbs.* Sep. ln. Inches
�
�
. 1 1/2 1.900 115 S00 0.10 3 4 5/8 2 1/16 1.9
- - 2 —-t 2.315 175 775 ----- 0.10 - -- 31/4 - 5 -- - 21/16 2.1 --
- - — -- ---- — -- --__ ___ _- -------- ---- —
21/2 ! 2.815 U5 1,135 � 0.10 3 3/4 5 5/8 21/16 2.2
3 3.500 115 1,685 ! 0.10 41/2 61/4 21/16 2.9
4 4.500 175 2,780 0.16 5 5/8 11/4 2 3/16 4.1
6 6.625 175 6,030 p,�6 7 7/8 101/4 2 3/16 7.3
6 8.b25 115 10,225 0.19 10 3/8 121/2 2 3/4 15.1
� Maximum working pressure, End load, Pipe end seperation and Deflection values are for Standard Steel pipe,cut Grooved. For standard
. �Roll grooved steel pipe, Deflection and pipe end seperation values will be 50%of the above values.
Distributed by:
' � � � � � •
� 1 I' ' � STYLE 25
� . . �
� � R e d u c l n C o u l l n A p pro�
� 9 p 9
.
----1 j Y
STYLE 25
RED UCING CO UPLIlV G
Designed to connect two pipes of different
X + _ � sizes, eliminating the need for two couplings
and fitting. Specially designed gasket with
ribs and steel washer prevents telescoping of
smaller pipe into a larger pipe, during
assembly.
�
� Defledion from C� Dimensions
; ;
Nominal Pipe � Max. Wk. I Max. End � Allow ; Approx.
Size � O.D. � Pressure I Load � Pipe End Per j Pipe X Y Z Wt. Ea.
Inches ' Inches � PSI* j Lbs.* ; Sep. In.* �oupling I In./Foot �S
' i Degrees Inches
� ,
I i '
j ! i I
2 x 1 1/2 2.375 x 1.900 ! 350 ; 1,000 ! 1/16 - 9/64 1 - 53' 0.4 3 3/8 I 5 j 1 7/8 1.9
- - _ _ , i
- - - - ----
_ __ ; _ i i _ 'I I
2 1/2 x 2' 2.815 x 2.315 �', 350 ; 1,550 ; 1/16 - 9/64 � - 33' ! 0.32 4 1/B ; 5 7/S � 1 7/8 2.8
-- _ _ ; _ ___------ - + j , ___-- _ ____ _
,
3 x 2 ♦ 3.500 x 2.315 � 350 I 1,550 � �/�6 - 9/64 � _ 17� ' 0.26 4 3/4 � b_3/4 + 1 1/8 3.9
1 � ____-----
- __ - --
-----; -- - ;
3 x 2 1/2 3.500 x 2.875 ; 350 ,315 'i 1/16 - 9/64 1 - 11' � 0.26 4 3/4 ; 6 3/4 � 1 7/8 3.6
� � � , _____ _ _ --
, __ _- ; __--- 1,550 ;I 1/16=�_/4 _ _ . __ � ± - -- -
4 x 2 4.500 x 2 315 �I 350 . {- ---- - t - - _- -- - 2 - 38' :I 0.55 6 1/8 I 8 1/2 � 2 3/16 6.4 �
1 350 � 2 27 S ' 1 16 - 1 4 - � 6 1/8 � 8 1/2 � 2 3/16 5.7
4.5 0 0 x 2.8 7 5 , , / � 2 - 3 6 , 0�5 5
___ _ , __ _ --— - _ - ---
4 x 2 1/2; � � --- �--------- - -___ 1 _ _ _ _ � ----- - ---- -
4 x 3 � 4.500 x 3.500 � 350 3,365 � 1/16 - 1/4 2 _ 3g� � 0.55 6 1/8 ; 8 1/2 ' 2 3/16 5.3
� -- -----
- -- ---- -
- ------ ----- __ _ ___----�------
t -- -- 1__
6 x 4 i 6.625 x 4.500 350 ' S,56S i 1/16 -1/4 � _ 44' 0.36 B 1/2 11 1/4 21/8 10
; `Maximum working pressure, End load, Pipe end seperation and Deflection values are ior Standard Steel pipe, cut Grooved. For standard
- Roll grooved steel pipe, Deilection and pipe end seperation values will be 50%of the above values.
Distributed by:
' - i i � r � �
�
...._ __ _.__ ... __ ._�: .----._...�.r�
.:> �< ..' ;;. ,., �� ,.�,y��.��. '
rf
'r ;'
° r,! r-
-� :` � � � � � � STYLE 14 �
��
► � � � Gruv-Flange APProved
.
_� Z ;�_
: ; _ __ STYLE 14
-- - - OO GRUV-FLANGE
O O
,� Allows direct connection of flanged
____Y _ _,_ � � " 0 x components to a grooved system. Housing
A` B are hinged for easy assembly. Single
- O O gasket, especially designed, seals the pipe
� ' 0 and mating flange. Provides a rigid joint
___._ ___ __.__ _ with no angular or linear movement.
� i ; Dimensions Sealing Surface
�
Nominal Pipe � Maximum i Maximum N�• Bolt
I I X Y Z A Max. B Max.
Size O.D. � Pressure � End Load Bolts Size Weight
Inches � Inches i PSI* i Lbs.* Required Inches lnches Inches �S�
2 2.375 � 250 � 1,105 4 5/8 X 2 3/4 6 4 3/4 � 3/4 2,315 3,406 4.3
- ' —, - -_ ;------ - --- ------ � - -
21/2 2.875 � 250 ; 1,620 4 5/8 X 3 7 S 1/2 7/8 2,815 3,906 S.S
--- - � ---- - ---- - � - ------ --- -
3 3.500 ± 250 ! 2,405 4 5/8 X 3 11/2 6 � 15/6 3,500 4,531 6.1
--- — --___ _ _ _ ----
4 � 4. 05 0 � 250 � 3,975 8 5/8 X 3 9 71/2 15/6 4,500 5,531 9.7
-_-_ � - --- ---- --_ __ ---- —
5 � 5.563 �- - 250 :, 6,075 g � 3/4 X31/2 �p 81/2 , 15/6 5,563 6,118 10.5
-
6 6.625 - 250 --, - 8,615 g 3/4 X 31/2 11 91/2 f --1 --- 6,625 1,781 11.8
---�---1 ----- -- ------ ---
8 8.625 250 i 14,600 g 3/4 X 31/2 131/2 113/4 � 1 1/8 8,625 9,938 18,2
-- ----�---
10 10.750 250 22,b90 12 7/8 X 4 16 � 141/4 1 3/16 10,750 1�2,312 24.6
12 12.750 250 31,920 12 1/8 X 4 19 11 1 1/4 12,150 14,312 32.6
� � � '* Maximum working pressure, End load, Pipe end seperation and Deflection values are for Standard Steel pipe, cut Grooved. For standard
--' Roll grooved steel pipe, Deflection and pipe end seperation values will be 50%of the above values.
Distributed by:
' - i i ' � i ♦ •
�
I,�_..�,., � � r y�. ;� _....��,�� ` �_._ M,�•,,__
h� . t t,s�;t � _ a.�
x . 4 _
=� '
. . .. ., .. . i .:�,e
. . �.
Model#115 '
�
Heavy Duty Swivel ��,'
Loop Hanger(NFPA Rod Sizes) ��
RS— — SIZE RANGE: I/2"thru 8" pipe sizes
MATERIAL: Pre-galvanized carbon steel with a zinc electroplate insert nut.
MRI APPROVALS: Factory Mutual(FM)
LISTINGS: Underwriters Laboratories(UL)
A CONFORMS WITH: Federal Specification WW-H-171(Type 10),
{-� CL H
I Manufacwrers Standardization Sociery ANSUMSS-SP-58(Type 10);
__I_` L install in accordance with ANSUMSS-SP-69.
� FMe %`'Z. SERVICE: Pipe suppon manufactured to use minimum rod si•r.es -
��� permitted by NFPA for fire sprinkler piping..
ORDERING: Specify pipe size,model number and name.
Pipe Max.recom.
S�e H CL RS MRI A load lbs.
1R" 3-1/8" 1-5/8" 3/8" 1" 1-1/4" 300
3/4" 3-1/16" 1-1/2" 3/8" 1" 15/16" 300
1" 3-3/16" 1-1/l" 3/8" 1" IS/16" 300
I-1/4" 3-1/L" 1-11/16" 3/8" 1" 7/8" 300
1-1/2" 3-IS/16" 1-15/16" 3/8" 1" 1" 300
2" 4-1/2" 2-1/4" 3/8" 1" 1-I/16" 300
2-1/2" 5-5/16" 3-3/8" 3/8" 1" 1-1R" 525
3" 6-1/2" 3-S/8" 3/8" 1" 1-7/8" 525
3-1/2" 7-1/16" 3-15/16" 3/8" 1" 1-7/8" 585
4" 7-1R" 4-1/8" 3/S" 1" 1-7/8" 650
5" 8-15/16" 4-13/16" 1!2" 1-1/4" 23/16" 1000
6" 11-1/16" 6-3/8" 1!2" 1-1/4" 3-3/16" 1000
� 8" 12-7/8" 7-3/16" 1/2" 1-1/4" 3-1/16" 1000
t -
Model #130
Service Weight Swivel
Ring Hanger (NFPA Rod Sizes)
RS � .__ SIZE RANGE: I/2"thru 8" pipe sizes
MATERIAL: Pre-galvanized carbon steel with zinc electroplate insert nut.
MRI APPROVAL: Factory Mutual(FM)
LISTING: Underwriters Laboratories(UL)
A
�-� CL H CONFORMS WITH: Federal Specification WW-H-171 (Type 10),
i � Manufacturers Standardi-r.ation Scxiety ANSI/1VISS-SP-58(Type 10);
- install in accordance with ANSI/MSS-SP-69.
I FM �'p SERVICE: Pipe support manufactured to use minimum rod sizes
�--a^^ �;,� permitted by NFPA for fire sprinkler piping.
ORDERING: Specify pipe size, model number and name.
p�pe H CL RS MRI A Max.rernm.
S�Q load Ibs.
I/2" 3-1/8" 1-5/8" 3/8" 1" 1-1/4" 300
3/4" 3-1/16" 1-1/2" 3/8" 1" 15/16" 300
1" 3-3/16" 1-1/2" 3/8" 1" 15 16" 300
1-1/4" 3-1/2" 1-11/16" 3/8" 1" IS/16" 300
1-1/2" 3-15/16" 1-15/16" 3/8" 1" 1-1/16" 300
2" 4-1(2" 2-1 4" 3 8" 1" 1-1 8" 300
2-1/2" 5-7/8" 23/8" 3/8" 1" 1-3/8" 525
3" 6-9/16" 3-3/4" 3/8" 1" 1-IR" 525
�\ 3-I/2" 7" 4-15/16" 3 8" 1" 1-3 4" 585 ��
- 4" 7-I1/16" 43/16" 3/8" 1" 1-13/16" 650
5" &S/8" 41�2" 1�2" 11/4" 1-7/8" 1000
6" 9-3/4" 5-1/16" 1/2" 1 1/4" 23/16" 1000
8" 12-1/4" 6-S/8" 1!2" 1 1 4" 27/16" 1000
_q _ MICHIGAN HANGER CO., INC.
N�iP� nu
� �
August 28, 1996
Mr. Mike MoSlica
Assistant D�rector of Community Development
Tuwn af Vail
Vail, Cvlorado
Dear Mike,
There se�ms to b� �vme confusion as to who �s respansiblc for the maintenance of thc
landscaping and irrigation sysicros loc�tod on the'I'own of Vail Property to th� cast of thc
Vail Village Club. Tt�is corif'usion is exac�rbatod by note number 3 �f the planting plan.
that states the "maint�nance is responsibility of respective praperty awner".
Please accept this letter as our confirmatian that the mainter�ar►ce af ihe landscaping and
irri�ation systems as shown an the planting and imgation plans dated AUgust 19, 1996
will be the rasponsibility of the property owr.er of The Vail Village Club. In�ther w�rds,
��e will accEpt the responsihility af the maintenance of the landsca�sng and irrigalion
systems.
I hope � clarifies any confusi�tt witl�respect t�the maintenance res�or.sihilitiea. Please
feel ee t call if I can be of further assistance. I c;an be reacheci at 949-7277.
Si ce y,
� � -` �
`�`�.
lenn M. Heelan
Manager
cc. Frank Freyer III
Bill Wtui�ford
Charles W. DaYZsan
� SEMPLE BROWtJ Ri7BERTS
P.�2 �
� HUG-2'7-1996 13�01 � -
� _
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M�C�HANICp�.IEL�CTRICAI. ENG�NEERING � �' . � ' ��� � �
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8l16l96 � . - .� ' , . • � � � ' � �
, , . . , , . . . . . .
FrniC Fyle � � �.' �� . � � • . '. � . . . . . : . � , .
Semple Broy±� Roberts ��. . : , � ,� . . �
� la� Laiirn�r Square=;S�i�e 240. � ,. , . . . . �
Dcnvec, COI� 8U24�� �� ' ' � . ,� � � . - � � . � � , .
P1t�JECT TITI�E: Yai��Yillage c:1ub .' . . . . .
Fxl�7ECT t�DR�.�.S.. �Sklf f:� . � ' ' , . , , . .
BELFAY ENG �'ROJ�.�'!`#� 9f�12 ' . � ' . . . , .
St3�B��CT: '�.xt�tior Po�e�Moi��d Lights , � .. � . . .
Iaeax �rnie� , � . , � � . .
.� , .
rr�t (wl�v, � uiiderst�ttd, is no l�ag�r with tIu �
3im Comutti� of Vail�Comr�iuiut�►,DeveloP � b the'c� af V�ii, o�
cix�+).faxed �ne a cui ahex't;for tbe �.gbtia�g,f�xiu�e and p���1 � tY .
�ebt'ua�ry 13� I996,. 'I'ttis. is the�futtue I spe�ifi+ed as�g�au� c� MI.� • . . . . . .
� � ke witts Greg �1, t�tnwii eugineer af.Vail, on Augu�t�i 6,:.1996.,,His p�onc ne,mbex
� W
is 1•974-�7�4-2160'if the�c��ta� woutd�}aYe�to caritact.�.. I����E� ��re, the
be IOOW h}gh p�ssu�e sodiva� i�tcad of 100W �1�� as; �Pe�.~ifi .
madel n�mt�rx' of tiye �"uct�ue.t4 bc t�sod s�toutd ba ci�ged frvaz Weste�cn�Lig��B �1
� niadd P'XCM�30Ii�QD�OQHP5120 on'a°12'
. �XC�23���+IO�I)IOOMHI24 L�����ode1:VC12. � � � . - .' � � � � ,
' Ic Wesrern� � � �
Yail Goldr�da po � . . � . . � .
�e tta�Wi wi5he�ta� this t� s�aiild call Cs�e���at the abor►e nu�+nbcr�r
Loreri�Waxi�Uert�n,with Vaii.'Communitr Deve�vpt�icnt, at l-�'1�"`��-Z138:: : , �. .
� Sir�c�ly� , _ . � . . . . ; . �� '
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! TOTAL P.@2
f AUG-27-1996 13��1 SEMPLE BROW� ROBERTS , ` �.�1
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, B R O W N . .
R O 8 L- R T 5
Fa�S1M��� CavER SH�Er
"�O: �s�e.. I'�d�fifca� . FROM: �sf'rttP� � I�i'
COMPANY�:�' � , j/'�f PRpJECT NAME:� ' { �'l
. �
FA:CC #: � � ,��� y���,�-y,- PRa,JECT NUNIBER: � �(2� /�
DATE: ' � ��r_I �--- WUMBER OF PAGES 1`O FOLL4W:_��
PLEASE Cbl�'�ACT OUR OFFiC�AT 303-�71-�137 R�GARDlNG ANY TRANSMITTA�pROB��viS QR
FpR VERJFICATION QF �ECEIPT. PI�EASE DiSTRf8l1TE AS S��N AS POSSIBLE.
C�MMEfVTS. ���.:7 � i a '�.r� �'3r��Y� �Q� r4 .'�.+��
`C�i . .4r/'" �".°.+' ,' y.r.�� .� 1��- 'rf� � f.--( �
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u%.�4rri•it4itS.:u�i Up;r,g!�rre
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� � aeII1'[T.���ur.��n S��l1T
Pf1uAC :112.;'1-d}.i F�♦ yf1;-:'�.:)J�f,
�
JUL-�5-1996 11�i9 S_MP!E BROwN P.�BERTS .
P.�1i�3
.• �
t Y
1�iJ4�����1��\�V1.�
TU: Glenn �Ieel�n
FRQM: �obby Thomas
DATE: 25 Ju.iy, 199G
1�E: �ail V'il�age Club
On Wednesday, July 25``', I stopped by the Vail Building Dept. after our reguiar
construction meeting. Tbe purpose as �ou know w�s ta check on �hat the delap v��as in
giving us a bui��iing permit. I happened upon a meeting between Dan Stanek, Mike
Molicca, and T`erri Martinez. They were reviewing the recent, second re-submittal of
�,andscape Plans. Terri was trying to confirm compliance��ith �t flood plai.n stud3� that
you had Yntermountain Engineeriug do in Feb o� '95. 4pgarently, from the City's
perspective, these Civil issues (like th�l�ndscape design) had been deferred during the
planning and zoning rewiew by the O�-ners. HenCe the appareat harse plan reti-iew for
our buiIding permit. ;
Regardless, I felt that ��ve needed some agreement to keep Viele Construct.ion on the
project and avo�id shutti.ng doa�n 13is work. I therefore promised th�t the Owners w�uld
provide Civil Drawings which would be in �omplirin�e �vith this floodplain analysis and
also address 9 other comments from Terri iu erc�ange for s pactial building permit.
Dan i� prepared to issue Viele a "Canditianal Permit" which will allow us to construct the
foundation (including raugh-in glumbing and utiliries), construct the basement r�valts up to
elevarion 8176.00 feef, canstru�t thQ stair and eievator shafty, and set the basement steel
colurnns. The condition is that the Qw�ners provide two st�mped sets of Civil Engineering
Drawiags as soon as possible.
SBR therefore recommends that the O���ners hire Intermountain Engi.ueering tn provide
gr�ding plans vQhich wi1.1 show the folloK-inga
_.._ �.�_- ��
JUL-25-1996 1��19 �Er1PLE BRD�JN °OBEPTS
A � •
��
i
p.2-menno
1, e�swq,g and new ane �oot cot�tours on the north, cast and south sides, in
conFarmance w�ith the floodplain analysis (grepared by Intermountair�, job #950017E,
ctated 2-23-95),
a. Terri will �lso requi:e spot eleC�tions (8Y7b.00} at e�.ch of our door locatians and
along the line��here our pavers join with the existiu.g pa��ing in Hansen Ranch Road.
b. Terri �°ill requu'e a concrete�urb clet�il shov�ng iz�sulatian between o�ar snowmelt
and their sireet --along the line ot our pavers in Har�sen Ranch Ftoad. �
c, V�'e have ta pro��ide a 2 foot buffer zone between the bike palh and any iarg�
bQUlders, stair,t•ai�ings, etc. -vchich means we may need to ��den the bike path tu
maintain their 8 ft width•
d. The fiivil drawings need ta also show aur do�{•nsp�uts �nd the flssaciated piping to
the proposed mAnhole on the e�st side and a detail of tE�e discharge into hlill Cr�ek.
e. Layout and details showing che concrete retaining R'�11 design to be in
conformance with the flo�dpl�i� an�i�-sis (prepared bv Intermountsiin,job #950J17E, �
dated 2-23-95). 'This is th�e wall running from the exterior seair, aroeu�d the southeast
corner of the building and half wa3' down the east elev�tic�z� (between the buiiding and
Niill Creek).
1). Terri would not �c�e�t the large boulders as pr��-t of the wflll which is tneant
to cvntain the ane foot of freeboardu a m�all w�hi h is�high��than 4ftuand s�e will
engineer's stamp on an� stacked ba
require spot elevatioas �very five feet along the top of the wall and t6e corresponding spot
elevations of the grade c�n the Mill Creek side or back of s�id �vall.
In addition, the Ovvuership neeci� ta be aware of the follo�ving: eers that Viele is
1. Terri�ill also reQuire a capy of the lettEr from the Corps of Engin ,
ohtain,ing in order to ex-tend the culvert to build the bridge railing an Mill Creek Road.
You shac�d �ave Vieie copy ever�tone in the building dept. when they get tlus letter.
2, Whev Intermountai.n has gsepared a ne�alls'�Ste` p�ia�ain�need to be up ted anda layout
for ths retaiz�ing �w'all, then the landsc�pe p g
submitted a;�in! to the Town of Vail. The Tor'vn will aiso require SBR to update. our site
plan and detaiis to reflect the Ci�il pi�s as w�ell. The Ownership needs to be aware of
this domino effect and and the extra charges for additional sen�ices from bath SBR and
the la�.dsr,�pQ a�'ehite�t. �y� and an work reqe�red on
3, Canstruction cost ��ill also iucrease for the retaining Y
the bike path.
IF yau could initiate this wark immedir�tely, we can send � set of the drawings to
Yn.termountain as soon as vou authc,rize us to. It is imgortant that you contract for this
wark immediat�ly. If thtse drawin�s are nat sub�tte�d and apArQVed by the Town af
Vail, the builcling dept. will shut the construcrion o
.,�,.-
P.63is33
JUL-25-1996 11�20 SEMPLE BRGWN RCBERTS •
r'y �
.R •
p.3-memo
Intermouutai� should be able to give yau a quote for the engineering iP you give them this
scope of wark; SBR can assist with any questipms they may have. �Iowever, we
recommend that Intermountain have at te,�st one review meeting with Terri to m�ke sure
all items are c�vered. 4nce they have camgleted the design, we need a disc or drav��ing(s)
so that we can,update our site plans aad p�ep�re for a re-submitt�l Eo the Cvntractor and
to the building dept.
Piease keep us up to date on the grogess of this ��ark as it now h�s a time clock on our
building permrt. �
cc:
Eruie Pyle
Rust� Brnwn
Frank Fre��er
Charlie Davisoi�
Craig Bxuufz
Bill W'tuteford
;
TO'AL P.03
, .,, . , .. : � •
July 10, 1996
Mr. Dan Stanek
Building Department
� Town of Vail
HAND DELIVERED
� Dear Mr. Stanek,
Pursuant to our conversation regarding the Recreation Amenities Tax and Fund, it is my
�� � understanding that we may be eligible for up to a 50% credit of the $1.00 per square foot
t�or $8480.00. This is confirmed on page 51 in Section 3.36060 TAX CREDIT
ALLOWED WHEN., Section 3.36.060-TYPES OF CONSTRUCTION DESIGNATED
and in Section 3.36.070 TAX CREDIT-BASIC RATE.
We therefore would request a credit of$8480.00 pursuant to the above sections,
specifically that under section 3.36.060 "G." we are installing a heated bicycle trail and
pedestrian trail on the East side of the new construction at an appro�mate cost of
$100,000. Additionally, we are installing landscaping and benches on Town of Vail
property to the East of our site which may qualify under 3.36.060 "J. Both of these
improvements we believe are "appropriate and beneficial for the town, its residents, and
visitors" and should therefore qualify for the tax credit pursuant to Sections 3.36.050,
3.36.060, and 3.36.070.
Tha ou fo your assistance in this matter. Please advise if you need additional
infor ation
Sinc r ,
��
lenn M. Heelan
TOWN OF�VAIL COM-DEV ID=303-479-2452 JUL 02 '96 14 �36 No .011 P .02
�„* ,.�.
' �' � � �.✓ . ��. .
; .�. ..' . ;i. . �. . '�� • ;�
' � ' � '' `� RECREA'f10N AMENITIES TAX AND FUND I. i � '° �� `
� � . , �� � �.� �. �:: .: ;�
. . . :�� f�. s ..�;..�:•�i .�
• � �• '� 3.3G.050 Tux credlt aUowed w}ten. � '` ` �
: i� : . ..
, � � • � S [n the event tha.,ptans for a buitding or enlargcment which � '� �� '
. � � �. �j � ����`� �`;� .
' are submitted to the building ofticial in coqjunctian wiih �n +�
; ' . ' application tor a building permit include racroationa!amenities � " '` '
; ��� '� ,:
; � �:�:�. �� within the ciav�lop��snt� the per�on� cprppra[ion� or entity � �{� '�: ;: ._
; •.. . �Pp�Y�ni for the building permit may request from thc buiiding ; ; 1� -� •. :
; . : .� . ot'ficial or othcr da;jgt�atod town o�ci�t a tex crcdit tolating to � �� '� ��
th� rooreational arttenitJcs tax assessed a�aintt the dovelopmCnt; � � � i� � �
• � �t . � � .
' � � i� provided, tiowever,.�ttat with the approvAl of the town manager � � � ��
t �� :�� �`� the rccreational arr��ltities may be devclo od on ubl' ' � �. ,� ' ,
P P t�PmPorty , � :.
� � �+ rather thun withitt ihe development.(prd. 2(1974) � 5.) ; �. ;. ;, :
. :; .
1 ' i ' ! �;. . I�' .
�: • . ,.�. . �1� �.�.�Q �aX I`� . 1�� �� '1 .
. cralit�TyPes of c;anatruct�on de,signaced. f`; : ,. �
� � �� ' � Types of autdaor or indoor recreationt� amanities which '!! � � � �� ��
� _ �� . ':�� shall be considored fQj:tax ct�edit ar� as follows: �� � � � �
� �� A. Tennis cvust, p$ddie tennis court; '� � �� �� �' �
.. ; : .,
, . � :; i $. Golf cout�e� Pi34h.snd putt cou�, drtvin8 tsn�e� Ppitin� i�: �i �� _'•��� .
i . . . .. :i ( : ��n+ : � 1-
. . ::; : : �: .
. . �t '�.' C. Football field� baseball tietd.ioccerlteld; ;; . ; r: : ;. .
. � ' D. Basketball court voUe baII c u ;;; ' ` �� � .
� y o rt�handb�il oourt; ��
. . � E. �ce skating ri»k,.tco hockey rink; . !;: � �` � �
� � ' F. Swimming ppo�� " i .: �' '
;. . . �. ,:;. . G. 8icycle trail� Peda'ttrian traii; f►' : �': '� '� .
� . H. Patk,picnic area,.p�syQround; ' � h' ��� '' �
1 �' ''� I. Am hithe ;�� .., �: _� ?' ;
�� . � � P ator, the�ter� muQCUnt; :, �i: �
� �� � ' J. M other ;; '� - .� '
; . . :; . Y tYPo determined by the towa manegar, accing �:. : :. .
� �' :� with �asonablE di¢Cretion� to bc apgropriaie and beneficial I� � � '
; .: : ':.. ,{. for th�town�ite �den ^, t,. .
, . :j :�e.� tf,and visitOra. �f ��� •�. ;� .
i � � •'� � •a {Ord. 2 (197'4) � 6,). � '� � ; .
� �. . . : .� . :. . � � ;k' ' �.;: :; �
. ,� . 3.36.0�0 `' F� , �' ,
Tax credlEY-8aeic rate. �t �� t.. �;
; � • � ' Tha person, coiporation, or ontity upon which the tax is �� ' '�?� t: :
:;• �<�� ' ;� � � �
' � ascessed shall bo entltlod to a ba:ic credit of fit'ty percant of the i;: i ,: ��• �i� '•
�� �� '� � '' �
cast of the racreatipnal amvnities included in tha asseesed �i� .� � >. �� °
�� ����� r:� �,� � develoDm�t, providod that the credit ahall noc axceed fif� � �s� ' �` `' " �
; . . ... ;i. Percont of the tax assatsment.(Ord. 2(1974) 5 7tA).) y ,;. ; r: ��..;, � �
i :� ' �� � : �' ' �. ,
, cF� f ti ;� i;
� ' ;' `,�� i � I :; p . ,
; • :i ��. � �.../ sl �� � �� �� �•
;, :. •1. ,�• ! (VRil7-II-89) ` � ?: i' .
� . � ' � � .. ,
� i.�• s #•�3� .
i : • . :. . :S �
� : ._, ,�..: �; .,: �; , �
�,
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��. . :i� .. .�{ . ,
' `! • �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit # : E96=0130
Job Address : 298 HANSON RANCH RD Status . . . : ISSUED
Location. . . : 298 HASON RANCH RD Applied. . : 06�21/1996
Parcel No. . : 2101-082-42-001 Issued. . . : 07/23/1996
Project No. : PRJ96-0023 Expires . . : O1/19/1997
APPLICANT WHITE RIVER ELECTRIC Phone: 3039491403
P 0 BOX 1118, AVON CO 81620
CONTR.ACTOR WHITE RIVER ELECTRIC Phone: 3039491403
P 0 BOX 1118, AVON CO 81620
OWNER VAIL VILLAGE CLUB
Description: ELECTRICAL FOR NEW COMMERCIAL VAIL VILLValuation: 180, 000 . 00
*�* �* FEE SUMMARY ��**�*****��**'t'�'
Electrical---> 3,117.00 Total Calculated Fees---> 3,120.00
DRB Fee ---> .00 Additional Fees---------> .00
Investigation> .00 Total Permit Fee--------> 3,120.00
Will Call----> 3.00 Payments----------------> 3,120.00
TOTAL FEES---> 3,120.00 BALANCE DUE-------------> •�
**�Ic�c*�t*********icicic***ir*******ic**�c************ic***�c**�tic�t**ic**�t*ic**** ***ic**�t***** **lc�t******�t*ic***
Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division:
07/23/1996 CHUCK Action: APPR
�r� �����
CONDITION OF APPROVAL
�***�x
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 atl the information provided as required is correct. I agree to comply with the information and plot plan,
to comply vith all Toun ordinances and state laws, and to build this structure according to the Toun's zoning and subdivision
codes, design revieu approved, Uniform euilding Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFIGE FROM 8:00 AM 5:00 PM
. SIGNATURE OF OWNER OR CON OR FOR HIMSELF AND OWNER
. - ; � � �
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0176 Amount: 3, 120 . 00 07/25/96 10 :54
Payment Method: CK Notation: #39469 Init: CD
Permit No: E96-0130 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2101-082-42-001
Site Address : 298 HANSON RANCH RD
Location: 298 HASON R.ANCH RD
Total Fees : 3, 120 . 00
This Payment 3, 120 . 00 Total ALL Pmts : 3, 120 . 00
Balance: . 00
****************************************************************
Account Code Description Amount
O1 0000 41313 ELECTRICAL PERMIT FEES 3, 117 . 00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
• •
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit # : M96-0074
Job Address . . . : 298 HANSON R.ANCH RD Status . . . : ISSUED
Location. . . . . . : 298 HANSON RANCH RD Applied. . : 06�21�1996
Parcel No. . . . . : 2101-082-42-001 Issued. . . : 07�08/1996
Project Number: PRJ96-0023 Expires . . : Ol/04/1997
APPLICANT LUNSFORD BROTHERS MECH. CONST. Phone: 3032425790
2481 COMMERCE BLVD. , GR.AND JUNCTION, CO 81505
CONTR.ACTOR LUNSFORD BROTHERS MECH. CONST. Phone: 3032425790
2481 COMMERCE BLVD. , GRAND JUNCTION, CO 81505
OWNER VAIL VILLAGE CLUB
Description: Valuation: 190, 000 . 00
MECH FOR NEW COMMERCIAL VAIL VILLAGE CLUB
Fireplace Information: Restricted: Y qOf Gas Appliances: �Of Gas Logs: �Of Wood�Pallet:
*** *� FEE SUMMARY �* �***�
Mechanical---> 3,800.00 Restuarant Plan Review--> .00 Total Calculated Pees---> 4,753.00
Plan Check---> 950.00 DRB Fer----------------> .00 Additional fees---------> .00
Investigation> .00 TOTAL FEES--------------> 4,753.00 Total Permit Fee--------> 4,753.00
Will Call----> 3.00 Payments----------------> 4,753.00
BALANCE DUE-------------> .00
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
07�08�1996 CHUCK Action: APPR
Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
07/08�1996 CHUCK Action: APPR sperate permit for fire
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECR FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS REQUIRED PER SEC. 607 OF THE 1991 UMC.
3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE 1991 UMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.505 AND
703 OF THE 1991 UMC.
6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
7 . PERMIT PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM P{�IOR TO AN INSPECTION RE UEST.
8 . DRAINAGE OF MECHANICAL ROOMS C�NTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC.
2119 OF THE 1991 UMC.
********************************************************************************
DECLARATIONS
I hereby acknouledge that I have read this application, filled out in futl the information required, completed an accurate plot
. ' �Ili►' `"rrr
plan, and state that all the information provided as required is correct. I agree to comply aith the information and plot plan,
to comply with all Toun ordinances and state laws, and to build this structure according to the Town's zoning and subdivision
codes, design revieW approved, Uniform Building Code and other ordinances of the Town applicable thereto.
RE�UESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
, � �
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0176 Amount: 4, 753 . 00 07/25/96 10 :55
Payment Method: CK Notation: #39469 Init: CD
----------------------------------------------------------------
Permit No: M96-0074 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-082-42-001
Site Address: 298 HANSON RANCH RD
Location: 298 HANSON R.ANCH RD
Total Fees : 4, 753 .00
This Payment 4, 753 . 00 Total ALL Pmts : 4,753 . 00
Balance: . 00
****************************************************************
Account Code Description Amount
O1 0000 41312 MECHANICAL PERMIT FEES 3, 800 . 00
O1 0000 41332 PLAN CHECK FEES 950 . 00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
. -, • � �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PLUMBING PERMIT Permit #: P96-0091
Job Address : 298 HANSON R.ANCH RD Status . . . : ISSUED
Location. . . : 298 HANSON RANCH RD Applied. . : 06�21/1996
Parcel No. . : 2101-082-42-001 Issued... . : 07/08/1996
Project No. : PRJ96-0023 Expires . . : O1/04�1997
APPLICANT LUNSFORD BROTHERS MECH. CONST. Phone: 3032425790
2481 COMMERCE BLVD: , GRAND JUNCTION, CO 81505
CONTRACTOR LUNSFORD BROTHERS MECH. CONST. Phone: 3032425790
2481 COMMERCE BLVD. , GR.AND JUNCTION, CO 81505 �
OWNER VAIL VILLAGE CLUB �
Description: PLUMBING FOR NEW COMMERCIAL VAIL Waluation:B 130, 000 . 00
*ir* FEE SUMMARY
Plumbing-----> 1,950.00 Restuarant Plan Review--> .00 7otal Calculated Fees---> 2,440.50
Plan Check---> 487.50 TOTAL FEES--------------> 2,440.50 Additional Fees---------> .00
Investigation> .00 Total Permit fee--------> 2,440.50
Will Call----> 3.00 Payments----------------> 2,440.50
BALANCE DUE-------------> .00
******�t*�kic*ic* **** *****�t*ir**�c** *ic*
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
07�08�1996 CHUCK Action: APPR
Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
07�08�1996 CHUCK Action: NOTE n
07�22�1996 DAN Action: APPR N�A
�x* ��*��x *�
CONDITION OF APPROVAL
**********�* �r�ti;�r**��*��t�t ��*�t***
DECLAR.ATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot
plan, and state that alt the information provided as required is correct. I agree to comply with the information and plot plan,
to comply uith alt ToWn ordinances and state laws, and to build this structure according to the Town's zoning and subdivision
codes, design revieu approved, Uniform euilding Code and other ordinances of the 7own applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE T 47 -2138 R AT 0 OfFICE F M '00 AM 5:00 PM
SIGNATURE OF OWNE OR CO RA FOR HIMSELF AND OWNER
� y� � � ,N�, �A
� �
****************************************************************
TOWN OF VAIL, COLOR.ADO Statemnt
****************************************************************
Statemnt Number: REC-0176 Amount: 2,440.50 07/25/96 10 :55
Payment Method: CK Notation: #39469 Init: CD
----------------------------------------------------------------
Permit No: P96-0091 Type: B-PLMB PLUMBING PERMIT
Parcel No: 2101-082-42-001
Site Address : 298 HANSON RANCH RD
Location: 298 HANSON R.ANCH RD
Total Fees : 2, 440 .50
This Payment 2,440.50 Total ALL Pmts: 2,440.50
Balance: . 00
****************************************************************
Account Code Description Amount
O1 0000 41311 PLUMBING PERMIT FEES 1, 950 . 00
O1 0000 41332 PLAN CHECK FEES 487 .50
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
----------------------------------------------------------------
I
. I
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,
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�
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAG� ROAD
VAIL, CO 81657
970-479-2138 '
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E96-0083
Job Address : 298 HANSON R.ANCH RD Status . . . : ISSUED
Location. . . : VAIL VILLAGE CLUB Applied. . : 05�10�1996
Parcel No. . : 2101-082-42-001 Issued. . . : 05�10�1996
Project No. : PRJ96-0071 Expires . . : 11�06�1996
APPLICANT WHITE RIVER ELECTRIC Phone: 3039491403
P 0 BOX 1118, AVON CO 81620 phone• 3039491403
CONTRACTOR WHITE RIVER ELECTRIC '
P O BOX 1118, AVON CO 81620
OWNER PARKS MARGRETTA B
PO BOX 1440, EAGLE CO 816311440 �
Description: TEMPOR.ARY SERVICE Valuation: 800 .00
*�cic** fEE SUMMARY
Electrical---> 50.00 Total Calwlated Fees---> - 53.00
� Additional fees---------> •�
DRB Fee —> Total Permit fee--------> 53.00
Investi ation> •�
Will ta9l----> 3.00 Payments----------------> 53.00
TOTAL FEES--> 53.00 BALANCE DUE---------"--> •�
*ic*�c*�rkirk*�tir**
Item: 06000 ELECTRICAL DEPARTMENT Dept: BUILDING Division:
05�10�1996 DAN Action: APPR
CONDITION OF APPROVAL '
*����ti��****
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 provided as required is correct. I agree to comply uith the information and plot plan,
to comply with all Town ordinances and state laws, and to build this structure according to the Town's zoning and subdivision
codes, design revie►+ approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWENTY-fOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 5:00 AM 5:00 PM
` � �
SIGNATII(2E OF OW R OR CONTRACTOR FOR HIMSELF AND OWNER
�
_
. . . _ .
__ -:- _
. . . - ;
_ . _.
_: �
�..._ �
" '� . �
********************************************************Statemnt
TOWN OF VAIL, COLORADO
********************************************53*00*05*13*96*13*34
Statemnt Number: REC-0138 Amount: � �
Payment Method: CK Notation: #16014 Init: DS
-----------------------
Permit No: E96-0083 Type: B-ELEC ELECTRICAL PERMIT
Parcel No: 2101-082-42-001
Site Address : 298 HANSON RANCH RD
Location: VAIL VILLAGE CLUB
Total Fees: 53 .00
This Payment 53.00 Total ALL Pmts: 53 .00
Balance: .00
*********�r****************************************************** �
Account Code Description Amount
O1 0000 41313 ELECTRICAL PERMIT FEES 50 .00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
---------------------------------------
�
�
�
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- � , �
�
�'
�'or.:a�t Eagle Coun�-y Assessor ffice \�/ -
a� 9�0-328-8640 f or Parcel 4� �TOWN OF VAIL CONSTRUCTIOl� T��4i .,: ;:.
:"'ARC��� 4�: 2 t o 1 - G 8 2- �{2 O c� ( pERMIT APPL CATION FORM
�� DATE:� 3 _ lc�; �i��
= MA�: ����,
� APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
� T('���� ���� j�'
***************************** PERMIT INFORMATION **********�t�t,itll��dtJ�i1N���������
[�]-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [ ]-Other
, �
Job Name: VIJI� VI(.-�r-�c-��-; �,�GYS. Job Address: ¢a�9� / % ��.;:, i r�/a�1G- �`�,�h��
Legal Description: Lot C Block G Filing SUBDIVISION:
• , . - .
Owners Name: �JJ�. ✓�C,t:;Gr_ i .,,.,�t;� ,_ L,C.�;, Address: f '�-r' � � d c�� � ����� �����
Q v<: Ph. -
Architect: �EMn�r �,��,;�,,J i'�ui.3Ezt�s Address: ��G'� /,..e�!�rr,-:• ; `�T ��L' ; Ph. S�l -`�(3 �
- �,_ � �,
General Description: `.1�-t��_��,:�; �r �.10��..- c��-.�� ; ` -'
�
Work Class: �-New [ ]-Alteration [ J-Additional [ ]-Repair [ ]-Other
Number of Dwelling Units: � Number of Accommodation Units: �
N mber and Type of Fireplaces: Gas �Appliances Gas Logs Wood/Pellet
********************************* VALUATIONS *********************************
BUILDING: ; ���OU vu�� �;LECTRICAL• � OTHER: �
PLTJNlBING: � '� MECHANICAL: 3 TOTAL: �
� :�'i��.�:. ,�r;;- �� �
*********************��'��** CdNTRACTO�t INFORMA�'ION ***************************
eneral Contractor: �, �, V��[.r �pAISt2u�i��r� Town of Vail Reg. NO. I�XA
Address: [�vu j. ��nna.��. r�� t,���,-, ���r{�, ��k>=3-; Phone Number: �f�C,-�oXZ
Electrical Contractor: Town of Vail Reg. NO.
Address: Phone Number:
Plumbing Contractors Town of Vail Reg. NO.
Address: Phone Number:
Mechanical Contractor: Town of Vail Reg. NO.
Address: � Phone Number:
******************************** FOR OFFICE USE *******************************
BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE:
PLUMBING PERMIT FEE: PLUMBING PLAN CHECK ,�EE:
MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: CLEAN-UP DEPOSIT:
DRB FEE: ,1��.00,o_° T�,¢�a,a;,( TOTAL PERMIT FEES:
TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE:
ZONING:
SIGNATURE:
� Comments• �
C'i,EAN IIP DEP.OSIT REF[TND TO- J, !_. V/�C,� C�'"�5"��C�'���
� , '� MEMORANDUM �
TO: ALL CONTRACTORS
�ROM: TOWN OF VAIL PUBLIC WORKS DEPARTMENT
DATE: MAY 9, 1994
RE: WHEN A "PUBLIC WAY PERMIT' IS REQUIRED
Job Name: ��S« V u-bG+� �Lv�3 �
Date: 3 0�--l9 b
Please answer the foliowing questionnaire regarding the need for a"Public Way Permit":
YES NO
1) Is this a new residence? x
2) Is demolition work being performed �
that requires the use of the right .
of way, easements or public property?
3) Is any utility work needed? �
4 Is the driveway being repaved? l \
)
5) Is different access needed to site �
other than existing driveway?
6) Is any drainage work being done �
affecting the right of way, easements, � �
or public property?
« M �
7) Is a Revocable Right Of Way Perm�t
required? �
8) A. Is the right of way� easements or !� ,
public property to be used for staging, ��
parking or fencing? '
B. If no to 8A, is a parking, staging �
or fencing plan required by Community
Devslopment?
If you answered yes to any of these questions, a "Public Way Permit" must be obtained.
"Public Way Permit" applications may be obtained at the Public Work's office or at
Community Development. If you have any questions please call Charlie Davis,the Town
� of Vail Construction Inspector, at 479-2158.
I have read and answered all the� above question .
V��� V��-c,o�t Gw�3 � � 3����9 +�
Job Name Contractor's gnature Date
. � 4
_ . �„
',,;�
to�� of uai _
TS south frontage road
vail, colorado 81657
� (303) 479-2138 or 479-2139 otftce of community development
T0: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE
TOWN OF VAIL
FROM: TOWN OF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
DATE: MARCH 16, 1988
SUBJECT: CONSTRUCTION PARKING & MATERIAL STORAGE
In summary, Ordinance No. 6 states tha� it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris
or material, including trash dumpsters, portable toilets and
workmen vehicles upon any street, sidewalk, alley or public
place or any portion thereof. The right-of-way on all Town of
Vail streets and roads is approximately 5 ft. off pavement.
This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinance
, will be given a 24 hour written notice to remove said material.
In the event the person so notifi:ed does not comply with the
notice within the 24 hour time specified, the Public Works
Department will remove said material at the expense of person
notified. The provisions of this ordinance shall not be
applicable to construction, maintenance or repair projects of
any street or alley or any utilities in the right-a-way. �
To review Ordinance No. 6 in full, please stop by the Town of �
Vail Building Department to obtain a copy. Thank you for your
cooperation on this matter.
Read and acknowledged by: �
. � �
� Co�-r��T��. � � � �����
osition/Relationship to Pro 'ect i.e. co
7 ( ntractor, owner
)
� 3 � �� I
Date
• � � �
���
��
tow� o uai - -
75 south frontage road .
vail, colorado 81657 �
(303) 479-2138 or 479-2139 oNice oi community developme��t.
BUILDING pER��IT ISSUANCE TIME FRAP1E
If thi.s permi,t requires a Town of Vail Fire Department Approval ,
Engineer'�s (.Public Works) reyiew and approval , a Planning Department
review or Health Department review, and a review by the Building
Department, ttie estimated time for a total review may take as long
as tiiree weeks.
A1l commercial (:large or small ) and all multi-family permits will
have to follow the above mentioned maximum requirements . Residential
and small pro,�ects should take a lesser amount of time. However, if
residenti�al or smaller projects impact the various above mentioned
departments wi_tfi. regard to necessary review, these projects may
also take ttie ttiree week period.
Every attempt wi71 6e made by this department to expedite this ,
' permi�t as. soon as possible.
I, tlie undersigned, understand the plan check procedure and time
� frame. �
� . '
Ac�ree t y.
�( I/��� Vl�t.r�c� G�u�
Project Name
3 ��/� �
Date Work Sheet was turned into t e .
Community Develo�mpnt Department. �
, - � � •
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S . FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit # : M96-0075
Job Address. . . : 298 HANSON R.ANCH RD Status . . . : ISSUED
Location. . . . . . : 298 HANSON RANCH RD Applied. . : 06�21�1996
Parcel No. . . . . : 2101-082-42-001 Issued. . . : 08/23�1996
Project Number: PRJ96-0023 Expires . . : 02/19/1997
APPLICANT FRONTIER FIRE PROTECTION Phone: 3036290221
2617 W HOLDEN PLC, DENVER CO 80204
CONTR.ACTOR FRONTIER FIRE PROTECTION Phone: 3036290221
2617 W HOLDEN PLC, DENVER CO 80204
OWNER VAIL VILLAGE CLUB
Description: Valuation: 52, 000 . 00
FIRE PROTECTION FOR NEW VAIL VILLAGE CLUB
Fireplace Information: Restricted: Y qOf Gas Appliances: #Of Gas Logs: t/0f Wood/Pallet:
ic**ic*ic**�t****int** icic�cicicirir/ric*int�F�t**ic*icicic*�tic** FEE SUMMARY **icirk************ic*ic*ic**********int*ic�cicicic*ic*int�t**icic*****ic**
Mechanical---> 1,040.00 Restuarant Plan Review--> .00 Total Calculated Fees---> 1,303.00
Plan Check---> 260.00 DRB Fee-----------------> .00 Additional Fees---------> .00
Investigation> .00 TOTAL FEES--------------> 1,303.00 Total Permit Fee--------> 1,303.00
Will Call----> 3.00 Payments----------------> 1,303.00
BALANCE DUE-------------> .00
*ir****icic**ic*iclr�c�ntic*****�tir*�ht*k�t*icic**ic****ic*ic*ic****irkicic*irkic**icic*�t****ic*****�t*ic*****irk***�t******ic*icic*ic*icic*�ticirk*icicic�t***ic***�tk�tirirk�cir**
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
08/23�1996 CHARLIE Action: APPR CHARLIE DAVIB
Item: 05600 FIRE DEPARTMENT Dept: FIRE Division:
08/20/1996 JEFF_A Action: APPR fd approves with conditi
CONDITION OF APPROVAL
1 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
2 . COMBUSTION AIR IS REQUIRED PER SEC. 607 OF THE 1991 UMC.
3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND
TO APPENDIX CHAPTER 21 OF THE 1991 UMC.
4 . GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED IN SEC. 906 OF THE 1991 UMC.
5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.505 AND
703 OF THE 1991 UMC.
6 . BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST.
UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
7 . PERMIT PLANS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL
ROOM PI�IOR TO AN INSPECTION RE UEST.
8 . DRAINAGE OF MECHANICAL ROOMS C�NTAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DR.AIN PER SEC.
2119 OF THE 1991 UMC.
9 . Hanqer locations not noted on plans they will be field veri
fied, * Caution: pressures exceed 160 psi.
Isolation valve with tamper for sidewall head at bottom of e
levator shaft is required.
Tampers required on OS&Y at RPBF device.
Dumbwaiter shaTl meet NFPA 13 4-5 . 5 . 1 unless more detail is
, V � �
provided.
********************************************************************************
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 infiormation provided as required is correct. I agree to comply with the information and plot plan,
to comply aith all Toan ordinances and state laws, and to build this structure according to the Town's zoning and subdivision
codes, design revieu approved, Uniform 8uilding Code and other ordinances of the Town applicable thereto.
RE�UESTS fOR INSPECTIONS SHALL BE MADE TWENTY-fOUR HOURS IN ADVANCE BY TELEPHO E AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM 5:00 PM
SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
. � �.� - �d� bu�
� � � �o�- tssc��
********************************************************Statemrit
TOWN OF VAIL, COLORADO
****************************************************************
Statemnt Number: REC-0175 Amount: 1, 303 . 00 07/25�96 10:51
payment Method: CK Notation: #39469 Init: CD
---------------------
----
Permit No: M96-0075 Type: B-MECH MECHANICAL PERMIT
Parcel No: 2101-082-42-001
Site Address: 298 HANSON RANCH RD
Location: 298 HANSON RANCH RD
Total Fees: 1, 303 . 00
This Payment 1, 303 .00 Total ALL Pmts : 1, 303 : 00
Balance:
�***************************************************************
Account Code Description Amount
O1 0000 41312 MECHANICAL PERMIT FEES 1,040 . 00
O1 0000 41332 PLAN CHECK FEES 260 . 00
O1 0000 41336 WILL CALL INSPECTION FEE 3 . 00
-------------------------------------
. �
' . + , . �
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 8165?
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART�ALL BUDG.
Permit #: D96-0003
Status. . . : ISSUED
Job Address: 298 HANSON R.ANCH RD APPlied. . • 04�05�1996_
Location. . . : Issued. . . : 05�07�1996
Parcel No. . : 2101-082-42-001 Expires . . • 11/03�1996
Project No. : PRJ96-0023 '
APPLICANT J.L. VIELE CONSTRUCTION
Phone: 970-476-3082 �
POB 331, VAIL CO 81658 phone: 970-476-3082
CONTRACTOR J.L. VIELE CONSTRUCTION
POB 331, VAIL CO 81658
OWNER PARKS MARGRETTA B
PO BOX 1440, EAGLE CO 816311440 TOV/Comm. Dev.
Clean-up Deposit Refund
Description: approved
DEMO OF SERRONOS ONLY —'—'
amount �`'°
Occupancy: d
Type Construction: date
Type Occupancy:
Valuation: 68,000 Add Sq Ft:
Fireplace Information: Restricted: 1IOf Gas Appliances:
qOf 6as Logs: #Of Wood/Pallet:
fEE SUMMARY 1 310.00
580.00 Restuarant Plan Revieu--> .00 Total Calculated Fees—; . � �
euilding---> ___�___� �pp,p0 Additional fees
Plan Check---> 377.00 DRB fee-------- p0 Total Permit Fee-----> 1,310.00
Investigation> .00 Recreation Fer---------> 250 � payments------ -> 1,310.00
Will Call----> 3.00 Clean-Up Deposit-------> --> .00
TOTAL FEES---------'-'--> 1,310.00 BALANCE DUE-----
Item: 05100 BUILDING DEPARTMENT
De t: BUILDING Division:
04�05�1996 DAN Action: NOTE CHUCK PLANS XAM
05 02 1996 DAN Action; APPR
It�m:/05400 PLANNING DEPARTMENT Dept: PLANNING Division:
04�05�1996 DAN Action: NOTE JIM PLANNER
05�07�1996 JIM Action: APPR Demo permiDeo�lyFIRE Division•
� Item: 05600 FIRE DEPARTMENT P • �
04�05�1996 DAN Action: NOTE MIKE FIRE
04 11 1996 JEFF A Action: APPR FD approval of demo
� � Dept: PUB WORR Division:
Item: 05500 PUBLIC WORKS
04�05�1996 DAN Action: NOTE LARRY PW
05�07�199�6oLE�IRONMENTALnHEALTH $�5 FEE�$1DePt10HEALTH Division138,
Item: 057
04�05�1996 DAN Action: NOTE RUSS ENV.
05 06 1996 DAN Action: APPR RUSS APPROVED 5-6-96
. Item:/05900 LIQUOR Dept: CLERK Division:
04�05�1996 DAN Action: APPR N�A
See Page 2 of this Document for any conditions that may apply to this permit.
DECLAR.ATIONS
� l��S E.
i hereby acknouledge that I have read this �ication, filled out in fuLl the information�uired, completed an accurate plot
plan, and sta,te that all the information provided as required is correct. I gree to comply u�th the information and plot plan,
to comply With all 7oun ordinances and state laWS, and to build this structu e ac �ding to the Toun's zoning and subdivision
codes, design review approved, Uniform euilding Code and other ordinances of the oun appticable thereto.
REQUESTS FOR INSPECTIONS SHALL BE MADE TWEN7Y-fOUR HOURS IN ADVANCE BY TELEPHO T 479-2138�0 AT OUR OF ICE FRO :00 AM 5:00 PM
Send Clean-Up Deposit To: VIELE IGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND WNER
****************************************�***************************************
CONDITIONS --
Permit #: D96-0003 as of 05�07�96 Status : ISSUED
********************************************************************************
Permit Type: DEMO. OF PART/ALL BUDG. Applied: 04�05�1996 �
Applicant: J.L. VIELE CONSTRUCTION Issued: 05�07�1996
970-476-3082 To Expire: 11/03�1996
Job Address : �
Location: �
Parcel No: 2101-082-42-001
Description: '
DEMO OF SERRONOS ONLY
Conditions :
1. FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE
STARTED.
2 . FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
3 . DEMO AND EXCAVATION AS PER APPROVED FIELD SET OF PLANS AND
LETTER DATED 4-12-96 FROM RICHAR WEINGARDT CONSULTANTS.
' >
PAGE: 1
P I 3 2 8 L ,�.:,o
F P O E N T R Y ;� R E C E I V I N G R ;� O R T
FPO NUMBER F19380 DATE RECEIVED: 2/05/03
REMARKS : REFUND CLEAN UP DEPOSIT
RECEIVED BY: LC ENTERED: 2/05/03 16 :46 BY: LCAMPBELL
VENDOR: 0000331 — J.L. VIELE CONSTRUCTION
INVOICE NUMBER: D96-0003 INVOICE DATE: 2/05/03
INVOICE POSTED: 2/05/03 16 :46 BY: LCAMPBELL
PAYMENT DUE: 2/14/03 AMOUNT: $ 250 . 00
ACCOUNT# PROJ# AMOUNT ITEM DESCRIPTION
-------------- ------
00100003112600 $ 250 . 00 REFUND CLEAN UP D96-0003
� �
********�************************************************Statemnt
TOWN OF VAIL, COLORADO
****************************************************************
Statemnt Number: REC-0134 Amount: 1, 310.00 05/07/96 11:30
Payment Method: CK Notation: #012 Init: DS
---------------------
--------
Permit No: D96-0003 Type: A-DEMO DEMO. OF PART�ALL BU
Parcel No: 2101-082-42-001 .
Site Address: 298 HANSON R.ANCH RD
Total Fees: 1, 310.00
This Payment 1, 310 .00 Total ALL Pmts: 1, 310:00
Balance:
**************************************************************** _
Account Code Description Amount
O1 0000 41310 BUILDING PERMIT FEES 580 .00
O1 0000 41331 DESIGN REVIEW FEES 100.00
O1 0000 41332 PLAN CHECK FEES 377 .00
O1 0000 22002 CLEANUP DEPOSITS 250 .00
O1 0000 41336 WILL CALL INSPECTION FEE 3 .00
----------------------------------------
,
*Co- tac� Eagle County Assessor�fice ,
at'j�970-328-8640 for Parcel �6. TOWN OF VAIL CONSTRUCTIO� PER,�1I� ��
A.RLEL 4�: �t O I - O R�2 - 1-1�Gb( PERMIT APPLICATION FOR� !1 r �
DATE: `���� �,��� �
�, '' "',.�
� �;, ,s �t' ;
APPLICATION MUST BE FILLED OUT COMPLETELY OR ��'�'�MAY��O� �F���1CCE�T�D
**************************�** PERMIT INFORMATION �., .�������i""��� �'J �*******�
-Buildin �- � -
( ) g [ �-Plumbing [ ]-Elec�rical [ ]-Mechanical (�]-Other ��
Job Name: ��� � v;` � ��� Job Address: _ �q� {�.,��,� ����� re��
Legal Description: Lot C Block�_ Fi�ling SUBDIVISION:
Owners Name: R.i va C'�+�e, �'"o-r'-�n�5 LLC Address: L3. ox �j' 7�C �-�,�C►1 Ph.��-(o�
Architect: ��e.m,o�.�Fjt`a�,�;v� �o be�s Address: 1y06 La�;,-yte,�- 4�-,'��ap ph 3 57(- /
General Description: 1�e,,,��,�;+;u v� U�- C=x;�.4;v Q 5 �c ��r�
v _ __
z
Work Class: �-New [ ]-Alteration [ J-Additional [ ]-Repair [ ]-Other
Number of Dwelling Units: a Number of Accommodation Units: _ L
N mber and Type of Fireplaces: Gas �Appliances Gas Logs Wood/Pellet
�*********************�*********� VALUATIONS ****�t********�***********��******
BUILDING: ; ���-�d
ELECTRICAL: # OTHER: ����/3,ODD
PLUMBING: � MECHANICAL: � TOTAL: # ,F;� 00�
���4C ���}` � -'�
'�****�*************** * ** �ONTRACT'OR INFORMATION ***************************
eneral Contractor: �, L, ' Town of Vail Req. NO.�_
Address: i t�DO S, �-m���p (��1,t.1�..�� �j ; (�j Phone Number:
u - -�"f7�'�(�SC2
Electrical Contractor: � ������������ Town of Vail Reg. NO. �
Address: Phone Number: I
Plumbing Contractor: � � Town of Vail Reg. NO.
Address: Phone Number:
Mechanical Contractor: • Town of Vail Reg. NO.
Address: Phone Number: �
********************�*�******,t** FOR OFFICE USE ******************�:******�*****
BUILDING PERMIT FEE: BUILDING P'LAN CHECI{ FEE: �
PLUMBING PERMIT FEE: PLUMBING PLAN� CHECK ,�'EE:
MECHANICAL PERMIT FEE: MECHANICAL pLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: � CLEAN-UP DEPOSIT:
DF�B FEE: O° � TOTAL PERMIT FEES:
TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE:
---_ _ ZONING:
SIGNATURE: S
Comments: �
CLEAN IIP DEP.OSIT REF(JND T0: �, �� �� ��
. �� � � MEMORANDUM �
• i .
- �TO: Ai.L CONTRACTORS - . .
,�,� y FROM: TOWN OF YAtL PUBLIC WORKS DEPARTMENT
DATE: MAY 9, 1994
RE: WHEN A "PUBUC WAY PERMIT' {S REQUIRED �
. _
Job Name: ✓6�c.. V!(.CaGs C�v�3 ' �
. � Date: 3 3�-/� � _ . . . -
. . Ple2se answer the following questionnaire regarding the need for a"Pub(ic Way�Permit":.
. - _ �YES , NO
1) Is this a new residence? � . � �
2) Is demofition work being performed . �
that requires the use of the right -,�
of way, easements or pubiic property? �
. . 3) !s any�utiiity work needed? � �
4) is the driveway being repaved? �
5) is different access needed to site �
other than existing driveway? . �
6) Is any drainage work being done � � �
affecting the right of way, easemenis, •
or pub(ic property?
7j Is a "Revocabie Right Of Way Permit" .
required? _ � � -
. S) A. Is the right of way� easements or
pubiic property to be used for staging, � ,�
� parking or fencing? � _ -�
B. (f no to 8A, is a parking, staging _ �
or fencing plan required by Community _ � �
Development? .
If you answered yes to any of these questions, a"Public Way Permit" must be obtained.
"Pubfic Way Permit" app(ications may be obtained at the Pubtic Work's office or at
. Community Devefopment. If you have any questions please call Chartie Davis,the Town .
' of Vail Construction lnspector� at 479-2158. � � �
t have read and answered ali the�above question . �
VA�� Vlu-a6� Cw3 ' 3��,��9 � . .
. Job Name Contractor's S gnature Daie � �
.. . `. , . , . � �
;
�, '
. ��!�
. - tow� ofi vai �� . _
TS scuth frontage road .
vail. calorado 81657
• (303) 479-2138 or 479-ZI39 off[ce af community development
TO: ALL CONTRAC�'ORS CURRENTLYI� REGISTERED WITH TF�
TOWN OF VAIL .
FROM: TOWN OF VA=L PIIBLIC WORKS/CONa2UNITY DEVELOPME.*tT
DATE: MARCH 16, 1988 �
SUBJECT: CONSTRUCTION PARKING & MATERI,�I, STORAGE
In summary, Ordinance No. 6 states that it is unlawful for any
person to litter, track or deposit any soil, rock, sand, debris �
or material, including trash dumpsters, portable toilets and
� workmen vehicles upon any street, sidewalk, alley or public �
place or any portion there�f. The right-of-way on all Town of
Vail streets and roads is approximately 5 ft. off pavement. ��
. This ordinance will be strictly enforced by the Town of Vail
Public Works Department. Persons found violating this ordinance �''
, will be given a 24 hour wr�tten notice to remove said material. '
In the event the person so notified does not comply with the
. notice within the 24 hour time specified, the Public Works
Department will remove said material at the expense of person �
notified. The provisions of this ordinance shall not be
. applicable to construction, maintenance or repair projects of '
; any street or alley or any utilities� in the right-a-way. . '
' To review Ordinance No. 6 in full, please stop by the Town of �
. Vail Building Department to obtain a copy. Thank you for your �
cooperation on this matter. �
• . Read and acknowledged by: �
� �
kco�T��7�� � . � -
'Position/Relationshi to Pro 'ect
P � (i.e. contractor, owner)
� 31����
Date
� . ^ r - , • • � � , .
�y
`y:
��jy .
�a •
. _ tow� ofi uai _ . . . - _ .
75 south frontage road ,
vail, colorado 81657 •
. ' (303) 479-2138 or 479-2139 oftice of communtty development. .
BUILDING pER1�IT ISSUANCE TIME FRA�1E
. . If thi.s permi.t requires a Town of Vail Fire Department Approval , �'
Engineer's (Publi�c Works) review and approval , a Planning Oepartment
review� or Health Department revi�ew, and a review by the Building
� Department, ttie estimated time for a total review may take as long
as tfiree weeks�.
A1] commerci�al ('large or sma11 ) and a11 multi-family permits wi11
have to follow the above mentioned maximum requirements . Residential
� and small proJects should take a lesser amount of time. However, if
residenti�al or smaller projects impact the various above mentioned
departments wi.tfi. regard to ne�essary review, these projects may
also take ttie ttiree week period. � .
Every attempt w�ll 6e made 6y this department to ex�pedite this ,
' permi�t as soon as possible.
I, tfie undersigned, understand the plan check procedure and time
. • frame. � � ' � � ' _
L� � �
� p '
Agr_ed to� y.
�( V��� V1�c.ac� Gw�3 � �
Project Name
3/�a./S � � � �
Date Work Sheet was turned inta the .
Community Develoom�nt Department. - •
�"+ �"`
KRM CONSULTANTS,-�IVC. ` t970) 949-9391
FAX 949-1577
P.O. BOX 4572
VAIL, COLORADO 81658
FIELD REPORT
70: DATE: � / ,�--1 �CQ
/ _�(S CY�G �/�,L_ ARRIVE: � : �–� /�•M.
U I�l-� �-F� ���' -
� DOO S .-�—�t�,�l�,I ��'--� . DEPART: 3 ; � � /�.
�� WEATHER: ��DL� �(..QVDY
l.� ,
ATTENTION:
�oru� ��V�..t���� -
JOB NUMBER:
PROJECT: � � �� — t Z
,�� L v� L� � ����
�V l L--p 1/�,f� ��TL-M tT- ��3°'��o-�3�
I observed the reinforcing in the mat foundation from grid 1-1 to 4-4 and 1 to 3. The
reinforcing was placed substantially according to plan.
.., .
`,\\��`1,Utllll i11llli/I/�i,,
\�����REG I STFy�.,�/.
�Q.F'.•y R M eG��/,
. �
`b:��� = �1�
�o. �
_ :� � G �
_ ._ Z W_-
�
, • , -
� ,a.� ��;;�:�� . .
���i//�_I'Y`;j 1rJr'`\\\\\\\`��
����'l/11�III�li1,i\ �
SIGNED• COPY TO:
REVIEWED:
`�(/YN-(��!t.��..__ --__ _ _ — _-- __. __-
�
JUL-2b-29% �8�37 SEMPLE BROWN ROE�ERTS �'.�1
; -°""�
i �
; S E M P L E
�
,
I BROWN
;
� ROBERTS
�
I w r.e�.�..�c.o�w�ww
�I
ejA►cMfaeM irD�r+r
' FACSIMILE COY�� SNE�T
i
.
�
ra Qhuck ���dmann � Babbr Thomas
�
,
c°`"pa"r f own uf 11ai1 P'°'�' Va�ii �Ilage Club
�I
��"#: g�70-479��� Froject No.: a96i01 I
I
�
o�: ?S july, 1�96 Nw�bero(Pages �
{includ�this trans�nittalk
i
�►r�ginal Copy ta fol�aw vi� US Mail ❑ Yes � No
�����a� ` 4�����'P�� �������������`������.����°��� �z�►�l��-��G���:s
a ;� '; g �, ,,9,�w ; ' ��y < e ;� K
�}t%��'r5h��} T. ���{��IIiiA.����� k� �il,���F���iV�Wi�6'r;;���TLi�iF'��+, ..v����'�f,Yr t�:�tl}.....:�,.5�.�.?�..�.c
f
Comments: �e;���Sh daor b�tween Golden Peak Hause and Yail Villag� Ciub.
Remem6er SBS rras gaing to {aok for a single fopwhour me�l door th�t w�s nat�sliuder. It `
appears the best holbw met�t!door that swings open is a 3�Iwur Iabe!�oor. The " .
�ent step up is wh�t the industry call�s blast doar. Can we use a standarc!3 - hr.
hollow mct�l daor between these Z buildings o�do you want me to send rou the
s{�ets on this b[ast door th�t we have located? Ptease let me kniow at yaur earliest
c�anvenience. -Thanks.
i
; � ?
; 1� � •
I ` b
i �1���
�
I �
� a�
��
�
� �'` �
��
� �
� _
��w i� ir��w���w
i40b Lar�mer Sq�e,Suite 20d (303j 571-413T-voice
Dem+er�Calorado 80202 (303�571-04Q3-f�c
�
TOTAL P.01
I �,,..`
I � �------
_ f� q� .
�v _ _ _ _ _ _-__ _ _ _----
_ _ . __
.��� _ �u� �°�.�
�._ _ . _
�� __ � ��� (��� e°�� ._ _ ____
_ ��� -� � _lil1�4�1• 3 c� _
� � � � __
�
-. �. � � ��� -
,, --
�
I ---�
I
j
�
�
,.. ; �
.�� � �
��;` �
i
� ` � � ment
�- , ►►
�� Community Develop
Department of
1�0�oF vA1L
75 South Frontage ROad
Vaii, Colorado� 9 2139
970-479-2138/
FAX 970-479-2452
Ju�y 1 g, 1996
Glenn Heelan
P.O. B Cp 81620
pvon,
� � i�Village Club/29g Hanson Ranch Road
�. The V a
Dear G�enn' arding t�e To"v�'S Recreation
�p, 1996 reg t The Town
onse to your letter dated 1ulY �o of the tax assessm�uest.
This let�er iS in resp o�TeAuest for a credit of SWe cannot grant yo�
pmenities Tax and specifically y
refu1lY analyzed yo�'request and unfortunate y, Staff has
Staff has ca ated,the To� e C�ub do
0 Tax Credit-Types of Const asta pov.on of the Va�l Villag
� pursuant to Section 3.36.�6 ou�,ill be construct�n� ls section of the code•
- concluded tbat the i�Provements y
door recreational amenities identified�n� uectly contact eitber
� not Qual1fY aS out lease feel free to d Building Inspector,
is decision any �her,p or Dan Stanek,
�`� Development, 970 479-2138•
e',�
$; If you would like to discuss They can be reached at( )
�r� Mollica, Assistant D�ector De elopmen
�} at he Dep�ent of Com�un�n'
;:�
�
Sincerely, ����.�1/N�
_ �
� �� � � �
_` McLaurin`� �
s.�: Bob
; _
Town Manager
:�`:� Mike Mollica
.�,.,;. cc:
`�=r ` Dan Stanek
�� � Todd OpPenheimer
��-
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�•RECYCLED P�ER
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JUL 02' 6 14 �36 No .011 P .02
T�WN OF VAIL COM—DEV ID'��303-479-2452 �
A► �' ;� . �. : ,.
;�:
.=' �.: . ;� � `�� �. �� i .
� . � � �� '� RECREA7ION AMENITIES TAX AND FUND i� ` • �`
. �.:�,. ,' : �_J ; .�;:.�: :; .�
. . �1. 3.36.050 Tax credit aUowod when. � � F •� �
: �. : ;:
. . ;. ,. :.
. : . : I In the event tho.,plans Tot a building or enlargemont which ; ��.�<� �;. �
� � � �' are submitted to che building oftcial in cor�junction wiih an ; ;;. �: :: �
� , i apptication 1'or a building pernnit irlclude racreational amonities ' �� `' ��
. :� within the davolo ent the parso:t� co.rporation� or entity � ' ��� '� ;� � �
� ���� � '� applying or the buiiding permit may request ftom thc building • :
i ;_�,...�: .:.
�. : '�� official or othar das;grtated town o�ciai a tax crcdit tolating to : �: ;� ;' �
th� rocreational arttenitics tax asussed a�aintt the davelopment; � � � ;; ..
, :
� " � ��. provideJ, howevor,.�ttat with the approv�l of the town manager � � "
, . � . �. �: ; .
. -.� ''� the tCCreational am�nities may be developed an public property + I �• �
� � �` rather than withirt ihe develo meni. ( ) � ) � ' ` .
.� i P (Qtd. 2 1974 5. : �. % �
:; : t. . i,� .
• � • ' �: , j•. : n �
� �:'r �.
'� . ';. : :�. 3.36.064 Tax credit�Types of cotutruction designated. r: ' �� • �
� � . :�i � Types of outdaor or indoor.recceationa� amoniuos which ;' ': �:��':.� ':' �
�. �. .. �;�� shall be conaidored fpr:t�x �redit are as foilows: : ! �� .
. �: A. Tennis coust, paddld tennis zourt; �: " '� `. �:
�. � :; B. Golf course, pii�h.and putt cou�, drtving tan�e� Puitin� i` •' � " ° .
. . .. :; 1 � � �een� : : � . �
. :;; : � �' � �� ` �
. . ��� �.: C. Football fi�ld, basebalt �eld, soccer tteld; � � : ;. :. ':
� . D. Baskatball court,volleybaII court,handb�il court; �;; : T� ;� • :
. � E. �ce skattng rink,;lcc hOCkey rink; . �" ' i. ' .
� � � F. Swirnming pool; �`° ��
� � � G. Bicycle trail, podcitrian traii; �� j �: '' .
. • ... •:;. H. Park, picnic area,.p�sy�round; '�� .; `� " �
<< �� • .
�.'• . I. Amphltheater.tha8tdc�muscuttl; :! .. � : .f' ..
.: . . '°� !. ,My other typo de#erminod b the tOwa mana 4r ac ' i: a�. �� �
Y 8 , �S . ..
.. �. ;�� ;; •with naaonable di4c,retion, to be apQrop�te and beneficial I; ' ; ��: '� !'� �
• �'�• �+• for the town,its,�ts�dents, and visitora, '! � '� •` �
. . � �i (Ord. Z (1974) � 6,):w,. � �� : : • �;
� �� �:
. . . • 'j '. . ' '� .; '. '' .
• � • :� . � � r ' �[ :. '±: .
3.36.0'74 Tax credlt'—Staic rate. i� : ": '
H . � .' s. t '
� . � ' � The person, coippration, or entity upon which the tex is ,�. , ;; ;
� �• ���' � assessod shnll bo entltled to a basic Credlt of fifty percent af the �i.: ; �� ;�•. !r '
� � ' � �' � cost of the racreational ameaities included in the asuased �i� �' �� '• " '
.... ,;: �.! , develoDmerst, pro�i�t tho credit_shall noc excecd £ftv � �;: ' {` ;: ,, .
. .; acont of thv tax i:`. , f� �:..�' �
P xaaatsment.(Ord. 2(1974) §7{A)•) .
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��� �ign Review Action Fo��n
� TOWN OF VAIL
Category Number
Date �,t , ��� ';r(•�,
Project Name: '! � �''
, �.
% �:
Building Name: �-� �
�r
Project Description:
. �, „ ' %' � x„CF'
. � ..' '-(yy'1 1✓ s�.y� , ,�O'.
�, , . ��
s • .
: . . ,� i.-,.. . �- i /
? :,t . . •
i �—� 1
15� � s , ;
f : r ,-;..f�{,�_ ;� ��:,.� ..�,':�.__ _
f
Owner, Address and Phone: �.�1� 1� ?��`�
�,-'' ''� %�� ���'� ��' L_ (.,
, Architect/Contact, Address and Phone:
, , _�
1 , . __ .
�' J �' a..--G � �;; �,�..,�
Legal Description: ot � Block �_ Subdivision 'U
; �-�°�',/' � , � � Zone District
r ,.�;
Project Street Address: ' � � f 4 ' ,
Comments:
Board / Staff Action
Motion by:
vote:
Seconded by:
❑ Approval
❑ Disapproval
`p Staff Approval
z
Conditions:
�
�.�� °.��
v`
l
, � � fq +� ,:��
�j :;: (�
� �
Town Planner �c
Date: � � ����"'
DRB Fee Pre-paid � ��� J
" TOWN OF VAIL COM-T� ID�303-A79-2452 JUN 13� 12�21 NO 008 P Or����
, � � uP:A'1.,���t:VJ.�W kSUA1W AYYLr11.:A'11UN ' '1'I�WN UY" la. l:UlaWN/�11U `
Y(
D11TE RI�CHIVfiD: `�i.,,�
'� DA'!`L� OF DRB MLI.'TING:
-:ti�.,
� tf*ftffftt � � R.C�'�.:
INCOtIPLBTS APPLICATIONS NAY N4T 9S SCHF.DQ�iI�D FOR REVIEN. J i�I� 1 9 1996 ._.
� � iii#t�lrit#t . .�. - 3 >�.�4-`..•;
�
Z. YRO.TBCT �,NFORNIATI0�3; VA1I� V�l�l..-A�aE CI.1)S , � '� ���,I11�1�� ����• ��r�
n. ASSCRIPTION: �QUEST P RDV�A F CouT�. Cri�t�C�. l�
W�A1 DD ta � DDO R �T'iZ1�N�__L E J t o LD 2
B. TYPE OR RLVIL•'ViT:
„_�isw Constructipn t�ZD0.00) �✓.Minor Alteration (�Z0.00)
_J�ddition ($50.00) Conceptual Review t�0)
C. ADDRE98: ��D �"�A,(1�i0/1 �f,�nfi� 1�.p0�
D. L�GI►L DESCRZPTION: LoL' C� BlOCk Z
Subdivision ,,f��l- Vlt�I.A�CaE FI=--1NG� Na, 1
I£ property ia desCribed by a moQts and bounds leqal
cioscription, please; provide on a separate shcet and attach
to this application.
� �, zoNxxc:
r, ru,rt� o� r�nrLZCI►rrr� ��• �
Mailinc�Addre �
A-15t1� � c�i.��,,,� Phone
:..�
G. NRMC QF APPI,ICANT'3 REPR£S�NTATIV�: Obb D�S
Mailinq Address:G D CJ �D(o s�^� r • 0 noer
0 D2 Phone _(�03�5�7i-4t3�
Id. NAME OF OWNER(S) : �� P� R1�G� �� � � S L�
a� s sscau
Mailinq Addres ��. aoX 5�� � fl w�.��o � 1 (p2•o
Phone -
APPLICATIONS WTLL NO'1' BB PROCSSSfl'D �11TA04T OWNBR'S SS'GNATDR�
I. Condaminium ApAroval if applicable.
J. DRB FEE: DRB fQes, as shovrn above. ara to ba paid at the
time of 8ubmittal Of the DRa appliCation. LaLor, when
applying for a buildinq pe�mit, please identify the accurate
valumtion of the proposal. The Town of Vail will adjust the
fee accordinq to the tabie bolow, ta ensure tho carrecr fce
is paid.
F88 PAYD• � 71�f�..:��eRRCR #t�� DATBt G�_ I°� �� 9Y! SeMn,�����v�v�
pb,e��
FEE SCIILDUTIE:
VALUATION FEE
$ p - � 10,000 20.00
� 10,001 • $ 50,000 $ 50.00
� 50,001 -• 8 1SO,OQO $100.00
�150,001 • $ 500,004 $2b0.00
$500,001 • #1,000,400 $A00.00
$ Over $1,00O,OOQ #5Q0.00
DESIt3N REVIEW 80�1RU APPAOVAL EXPIRBS ONE YEaR aFTSR FINAI+
APPROVAL UNL�89 A �LDZNd A�T !A i�9u� l�tD C�8�1`�fi�Et3�'�Ybi� �j�
�s 57""_" .--. _ __ _ ►��
P�a{t"brand iax trapimittal memo 7871 �aMp' . �`\
b '�" (�GturGh
� Town U ' ��
o.a• �
R12�.�j ��' I .
1V
�.�,���.: _
� �- TOWN OF VAIL COM- ID:303-479-2452 JUN 13,;.� 12:22 No.008 P.02
. � � � �
I,I&T OP MA�'BRIALS '
l
NI+ME OF PROJECT: VAI�. VQ LLflC���IC'�
LEGJIL A�5CRIPTIQN: i,o�r � DLOCK �- 5UBDZVxSION , J�_`I �� ��a ��1��9 N° �
STAEET ADDRES5: ��� rt�e f� (�a�G�1 f`��
The fo].lowiaq information is zocjuirad for submi.etai to th¢ Dasiga •
REView aoard bc�ore a finai approvai c�n'be qiven:
A. SvILDIATG M71T$RZN.S: TYPB OF MA'1'$RIl�L COLOR
Roof
Sidinq
Otiier W�ll Materials �
Paacia �
� So;Efics � �
windows �I� _�`�G�C��arG l�'1l'eP�1
Window Trim � (�,'Cc. ��
Door� � Ol� ��
Doox Trim �J�.�, ��
.
Itand oY D�Ck Rails
Fluos
Flashinqs
Chimneys
'
Txash Encl.osures
Greenhouses
Aetainin9 walls
Extexior LiyhCiny
Other � .
D. L1INDSCAPING: Namc of Dcsiqaer:
hhOne:
7
_ _ _ �i !
Mr. Dan Stanek June 27, 1997
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657 Re: Vail Village Club Building
Dear Mr. Stanek,
� Per our conversations regarding the use of wood crown molding in the fire stair of the Vail
Village Club building at 298 Hanson Ranch Road in the Town of Vail, we have agreed to
� the following:
Approximately SO lineal feet of+/- 1"x5" wood crown molding will be installed near
the ceiling level of fire stair#1 for decorative purposes. This material will be treated
�� � per the manufactures' instructions with the product Clearcoat II. Attached are the
technical specifications for Clearcoat II which indicate a Class A rating with a Flame
Spread of Index 20.
If the above properly sets forth the conditions of our agreement, please indicate your
agreement in the space provided below.
Riva ' ge artners Town of Vail
as O ner f the Vail Village ub Building
b bY
Glenn Heelan Chief ilding Official
. � , a
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,.v.... .., • •
Mr. Dan Stanek June 25, 1997
Chief Building Official, Town of Vail
75 South Frontage Road
Vail, CO 81657 Re: Vail Village Club Building
Dear Mr. Stanek,
� Per our conversations regarding non-compliance issues for the+/- 7" stepovers to exterior
decks located on the 2nd and 3rd floors of the Vail Village Club building at 298 Hanson
Ranch Road in the Town of Vail, we have agreed to the following:
/
2nd Floor Decks
North Deck- at the two sets of double doors to the north deck, the
�� ' stepovers will be removed.
East Deck - as this deck is only+/- 36" in depth, will have extremely
limited use and will be impractical to revise, the stepover at the two doors
/ will be allowed to remain under the provisions set forth in Section 106 of
the 1991 Uniform Building Code.
Southeast Deck- at the door to the southeast deck, the stepover will be
removed.
South Deck- as this deck is only+/- 36" in depth, will have extremely
limited use and will be impractical to revise, the stepover at the two doors
will be allowed to remain under the provisions set forth in Section 106 of
the 1991 Uniform Building Code.
3rd Floor Decks
Northeast Deck- as this deck is accessible only through the guest services
office, will be extremely limited use and will be impractical to revise, the
stepover at the double doors will be allowed to remain under the provisions
set forth in Section 106 of the 1991 Uniform Building Code.
Southeast Deck - at the door to the southeast deck, the stepover will be
removed.
If the above properly sets forth the conditions of our agreement, please indicate your
agreement in the space provided below.
Riva ' ge P ners Town of Vail
as Ow ers rthe Vail Villa e ub Building
by � by
Glenn Heelan Chief B ding Official
� �., �� �; �.
Jun-25-97 10: 18A Fran� Freyer � P-O2
�
ou RI�'A RIDCiL PAKT�IERS .5'Tr�►"ITOIVARY
l)R:l�'l'
1VIr.�I�an St�nek
C,'t�i.ei�Building�ffici�1, 1'o��n of V ail J�in�2 S> 1�9']
^� Soutl� I�ronta�e it�.
V��il, C'() 81657 Re: Vail Villn�e G�ub Build'rr��
De�r 1�1r. Stane�,
i��r our coi�v�;�'satin.��s ren��'t#.�tt� nan-con�li�net�issues fi�r the ±,- ?" �tept�vers to exte�iar
decl:�laiated c>n th� 2t�d and ard i��ors oftlxe�'ail Vi[lage �l�ib builciin�at 2�fi�-ianu�f�
Rat�ch Koad in the "I'awn c�f Vail, z�e h�tre a�'eed to the fallaw7ng: _
Z n�i �'Ea�r Il�cks
' Nc�r�h I}eek- at tUe�vs� �;ets�fdauble dc�ar�tc�tl��na►rth deck, thr ;
stepa�-�rs�viil I�e renin��ed
Fa;t_Deck- as itzi�ciec�is oa�ly `_;- 36" in depth,ti��ill have ext�•e�n�ly
ls`�nitetl�ise and��`il he inzpraciical to revise, the�-tepover at r.l�.e ti�•c� cicyors
w�ill l�e�llo���ed ic�remain under the provisyons set forth in Secf.iijn. l.�b
of t}�e 1�39T Unifor�n Bu.ilding C�d�
Sauth�x,t Deck- at th� doar ta tlte s��itliea�t deck,the.�rt��oi�ei•�viIl be
_.........._...-.....................
re���ove�
Sc�uth_D�ci�- 4S fIl1S tIt'CIi i3 Ori�'�' �'%- ��" in tl�pth>�vill have e�t�`emely.
I liu�jited u�e and��iD.be i�bpre�ic;�l Co revise,the :�-�ep�>ver at che twc� dc�o}�s
�vili he xllor���ci ta ren�ain cuider tlYe��ra�ision�set farti�in S�ction lUti
oi�il�e 1991 U�yifot�tn�3u�ldirig Cnde
3�•rl Fi€�or Ue�ks
; '�,,�,�,o�thea�t I)ec�- as ttus d�ck is ac�i;ssibl�only throu�� the gY�f;:st s�n�ices
ofli��, w�11 h�r�e e�rtremel�� timiteci u�e a�j�l�;ill �c im}�ractival io revise, the
s�e}�ov�c at tl�e dc�uble dr�c�rs��i71 l�e�l�o�i�ed to ren�ain un�l�r lhe}�ro��isians
se� forti► in Secti.on 10{a c�Ft�l►e :i991. U�iifot7n�3u:ilc�inQ Cvde
�SC�utheasl I�c�ek - at ihe tloor to the s�uthea�t deck, the sce�UVer�,�iTl be
..._........ -..._....---__...___
ren�nv�d
lfihe a�?av�pro�erl��seis fortl�tlte coriditic�ns of cn�r a�reerzte�t, ple�se indicaie your
agr.een�e;nt in t��e�paCe pravided be.lovv.
Rit�� Ridge I'artncrc 'CU►��n �f'4Jaii
�I ��C���iiet•:�nf the �'ail Vil9n;e C1ub l�uild�g
i��'....-----------...__._..___ _.__..----........._..._....... __ bY—_._.______._....._.__..._......_...____..�___..___..._.....
C'ilc;u.Heelai3 Chi�f'Building {)f�ici�l
i �
S E M P L E
B R O W N
R O B E R T S
23 June 1997
Mr. Daniel Stanek
Department of Community Development
Town of Vail
75 South Frontage Road
Vail, CO 81657
Subject: Vail Village Club
Dear Dan,
Concerning your questions about the occupancy load of Dining 211, I submit the following:
The room is approximately 354 square foot in area. Divided by the occupant
load factor of 15, the load is 24 persons.
UBC '94, Table 10-A, Use 4,requires one exit from the room(occupant load
less than 50).
If you have any questions or comments,please call or FAX.
Sincerely,
SEMPLE BROWN ROBERTS, P.C.
Ernie Pyle, Ar tect
Proj ect Manager
cc: Craig Bruntz, Frank Freyer, Glenn Heelan
H:A96011/StanekLtr.
� �'I"���r>;;��n,t�(ur��ur,ilru�t
of Architects nnd llesigners
� 1406 Larimer Square,Suite 200 �
Denver,Colorado 80202
Phone 303-571-4137 Fax 303-571-0403� �
� �
June 21, 1996
Mr. Mike Mollica
Assistant Director of Community Development
Town of Vail
� Dear Mike,
Pursuant to our previous conversations, it is my understanding and agreement that the
� parking pay-in-lieu fees currently estimated at $457,334.64 as established by Community
Development in accordance with the plans and specifications submitted by Riva Ridge
Partners, LLC that indicate completion of the third and fourth floors as a Quasi-Public
Club, will be paid over five years with the first payment due and payable at the time a
� � � Temporary Certificate of Occupancy is issued. As we further discussed, the Town of Vail
Building Department has requested a ruling from ICBO with respect to certain aspects of
the third floor design. It is my understanding that earlier today, Dan Stanek received
� information from ICBO that requires a change of design to the third floor. I would like to
request that if the design alternatives warrant a reduction in the parking requirements that
these reductions be reflected in the agreed upon parking pay-in-lieu fee.
It is also my understanding that in the event Riva Ridge Partners LLC revises the current
submission and changes the third and fourth floors to a residential and office use" the
applicable parking pay-in-lieu fee is currently $179,667.18. It is also my understanding
that this fee, if applicable, would be paid over five years with the first payment due at the
time of the Temporary Certificate of Occupancy.
Finally, in a discussion earlier today with Bob McLaurin, I requested that in the event the
Town Council revises the pay-in-lieu fees or terms of payment such that the changes
would be beneficial to The Vail Village Club, that we be included in the changes for the
purposes of calculating the appropriate fee and/or payment schedule at the time the
Temporary Certificate of Occupancy is issued. As I discussed with Mr. McLaurin, we
believe that the long term economic benefits to the Town of Vail vis a vis the continuing
sales taxes generated by a commercial use of the third and fourth floors greatly outweigh
a residential use of the same space, yet the "penalties" imposed by the greater parking
requirements and fees of commercial use may ultimately be the "final straw" that forces us
to use the space as a residential condominium. I am hopeful that the Town Council also
sees the long term benefits of such an approach and chooses to include us in any
improvements to the current parking pay-in-lieu ordinance.
�
If an p �ovide any further assistance, I can be reached at 949-6277.
S ncer ,
. ��.�
lenn M. Heelan
S E M P L E Letter of ��`iransmittal
BROWN
To: Town of Yail Building Dept.
R O B E R T S Attention: Chuck Feldmann
Address: 75 S. Frontage Road
Vail, Colorado 81657
Date: 17 June, 1996 Project No: a9b011
Regarding: Vail Village Club
We are sending you: �Attached ❑Under separate cover via messenger the following items:
❑ Shop Drawings � Prints ❑ Pians ❑ Samples
❑ Specifications ❑ Copy of letter ❑ Change Order
❑ Other(please specify)
Co ies Dated No. Descri tion
2sets 6.6.96 Drawin s A0.0;A2.1; A2.3; A2.4 stam ed &si ned
These are Transmitted as checked below:
❑ For Approval ❑ Approved as submitted ❑ Resubmit copi�s for approval
� For Your Use ❑ Approved as Noted ❑ Submit copies for distribution
❑ As Requested ❑ Returned for Corrections ❑ Return corrected prints
❑ For Review&Comment ❑ Other(please specifjr)
❑ FOR BIDS DUE ❑ Prints Returned After Loan To Us
Remarks: Please accept these revised floor plans which incorporate the code review items which you and I
have discussed. They do include the relocation of the fire sprinkler room for Mike McGee. They do not include
any provision for the third floor corridor that}�ou wanted. As we understand this issue is still waiting on a ruling
from ICBO. In lieu of that ruling,these revised plans should incorporate the items necessary for a full building
permit. Please advise us if you need anpthing else.
Copies To: Frank Freyer, Glenn Heelan� Charlie Davison,Craig Bruntz
q.�. r.. ti ..,._,
�! " .,i'°Y�..
�'�9' :v a:..!`7,.
�. ,� � �".F�. �� d a` �� �`��1 �. .
Signed: Bobby Thomas ���� ��'����� � � �, ` :
'�� J�� � ;F
� a �s�e �
y 3 .
� �
�� � � �,
�� ����;.� �:,ee�y ����. ;
A Professional Corporation of Architects&Designers
1406 Larimer Square,Suite 200 (303)571-4137-voice
Deuver,Colorado 80202 (303)571-0403-fax
�,� K� ,� t . . ,
JUN—a6-1996 08�'a6 SEMFLE BROWh1 ROTiERTS P.�'1
� �:�
��rl1i
� S E M P L E
;
I B R � W N
i
i
I RC� BERTS
! w aro�..r c�roa�
� �,�wt�a a+nra�.
�
�
FACSIMIIE COVER SHEET
T°� C��HUCK �ELaMANN, T4WN 4F YAIL BL��G. �EPT.
�
F�#: (j�70)4�'9-�452
From: �p�gY THQMAS
�
f
Date: � !(Jfl@� 1996
Projec� �AIL ViLLA�E CLUB
I
ProjectNo.: ��bO�i
l
Number of Pag�es(in iluding this transmitta�:
'I
P,ie�se t�n� o[�� of�ice�a��,303� 57� 4N37 �re��Irding;anX�r�r��rriix��l ��I�l��� bir far�
� . � ,
,
v' �if ication �f r�ce�p�. Ple�,se distribut,��'�s soo�r as:; oss�bl� ':
,
� �
Comnunts: y�yE HpV�A QUESTION WHfCH CQNCERNS SECT. 19�5 OF THE UBC. IT READS
"STAIRWAYS OF�tYPE il-FR BLDGS SHALL BE �ONSTRUCTED OP REINFORCED CONtRET�, iR4N GR
STEEL WITH TR�ADS AND RISEAS OF CON�RETE, IROtd OR 5'�E�L. BRICK, MARBLE,TILE OR OTHER
HARD NONCOM S71BL� MATERIAL� MAY BE USEp FOR THE FINISH OF 5iltH 1'READS ANp RISERS.
STAIR'WAYS 0� P� t! ONE-HR AND TYPE II-N BL.bGS SHALL BE 0� NONCOMBUSTIBL�
CONSTRtDCTION. �UR+CLIENT WOUCQ UKE tHANGE OUR ST�EL RAfL1NG5 TO HAY�V�RY
DECaR1AT1YE W C►D HANDRAILS� RAIUNGS,AND PANELlNG IN J�T LEAST aNE OF THE STAI�V116LLS.
WaClLD YOU AL OW THiS TYPE!�F DETAIL AND IF 50, UNDER WHAT RESTRICTIONS? PLEASE LE7 �
� US KNOW ASAP.i
YHqNKS. �
CC: GLENN HEE N, CHARLlE DAYIS01�, FRANK FRE"�R,tRA1G BREINIZ, ERNIE PYLE.
i
f40b Larimer Squ ,5ulte 200 (303)5T1-4137-voice
D�nv�r.Colarado �0202 (303)571-04�3-fax
TOTAL. P.01
.�� �,
�` 9?�a a7� ?176 F.r2
JUN-�03-1 J96 �8�5�1� �� VA I L F I RE liEPT.
�� �
M
xo�w�v aF vArz
Vail l�ire.Uepartment
4Z West 1t�eadaw Drive
Vail, Colarau�n 8165y
97Q-47'9-2250
.�une 3, 1�S►6
B�bby Thomas
Semple Brown .Roberts
14116 L�rimer Square, 5uite 20Q
penver, Co. 80202
Re: Fax- I.ocatio�a�xd Size of Fire Sprinkler Room
I1ear Mr. Thomas;
i have reviewed the fax and �ketch yau sent on Friday, 5/3�196, regardin�the fire sprinklec room�t the
yail Villa�e Club. Y'ou aske�cl me ta review the sketch�nd"verify the fire spriril�ler service and w�t�r met�r will
fit in this r►ew fire sprinkler room."
The Fire Department will nt�t take responsik�ility for design wark nor will we revi�w plans except for
�ninimum cvmpliance with the Fire Code. The Fi�e Department's objectian to the orig��desi�n was the lack of
ready access. The note we made was that the equipment prop�sed in the claset b�hind the massage room wauld
r�ot even fit in the room.
With r�spect to your req�est, it appears the lo�ati�n and accessihility issues have been addresse�d by the
�roposed revision. 'I"he issue of size :s really up ta the desigr�er,
the �r►echanical engineer, the fire �prinkler
cantractor, and the plumber, all somewh�t dependent vn#he equipment schedule, the size and �mount of piping,
and other factars. We sug��st the mechanical engine�r be contacted and perhaps l�yout the room ar►d the
equiprnent with the water meter, fire sprinkler riser, and other eq�.igment as proposed. Once the design is set,
ple�s� send �revised drawing. We do not have the program(s) n�r the time to utilize a CAD disk.
Please cont2�ct us ifyou need additional information ar clarification.
Sincerely,
.���,��.y-�"��-�'�-�-�
Michae!McGee
Fire M�rshal
cc: Chuck�'eldman, TOV Bu�lding Dept.
TOTHL F.02
'�, . 3`".S 3�
� � 'S
i; �L�
��ie �a 'l .
. t �"ill� e �l
. g
u,�
P: O. Bnx 5770
. � Avon, Colorado 81620
• (970) 949 6277 -
. Fax: (974) 949-7Q4S -
� FAX'I'RANSMISSION COVF,R SHEET
Date: june 3, 1996
Tv: Tnm Moorehtrrd
F�: 479-2157
R�: The Yai! Village Club-pa�king and agreem�nts�'or o�"sitt imprnvements
S�ndtr: Glenn M. �leelan
YOU S�-IOLILD RECEIVE PAG,E(S), tNCLU,qING T�IIS COVL•R S'F�;E7; IF
YOU D4 NOT�ZECF,fVE,4I.1, 7N�pAGES, PLF.�lSE CAZ,L (970) 949-b277. �
Tom,
It seems that we are approaching the date for a building permit and ihtre are two
issues r+ve have discussed in ihe past-pazking and o;ffsite impzovtments. It is my
recolIection Lhat in our Iast meeting you told me that the offsite improvement's
agreement that you are drafting wilt not hold up the buiiding pcxmit. Could you
please let me (or Mike �Viollica} know if this is stiil the casel
� Additlonaity, in a recent meeting with jim Curnuttc and our architecc, Bobby'�'homas
- of Semple, Brown, and Roberts, the possibility of defcrring the parking fees untiI a
Temporary Certificate of Occupanty was issucd was discussed. I obviousiy w�ould
encourage this approach as it answcrs our Questions on the interim interest, alIows a11
of us the time to see how the building is going to bc comp]eted so t.hat parking
requireiticnts �an be dctcrmir�ed, Lhc pay in lieu fee calculated, and how it is going to
bc paid.
C:ou�d you please give me a call at your convenience so that w�e can assure ourselves
that the btiilding perntit will be issued when nceded?
Thanks f y ur continued help and support!
(.• :�;.�;'. . . . .r � •
� . :r•'�. .
. x
t f , '�'• • '
i
,
� ; �� � rU�21, ��6 .. . .
1 .
'j . .
, ��� �. �e Mon��
. ::,
�' �� Aesistant Director of Community DevclopmeM
�' �� ' Town of Vail
;. � � .
.. � . Dear M'li ce,
� Pl1T3UalIt t0 pUI pfCY20U8 CO � ' ' -m�±_t�nderstanding and agreemcnt that the .
- • parking pay-in-li�u fas Gurrcntly tcd at 5457,334.6�as�s�tblishcd by Commtuuty _
Developmerrt in accor��it'�i�andspecifications submittcd by Riva Ridge �
�� Partnera,LLC that indicate complotion of the third and fourth floors es a Quasi-Public
' Club,will be paid over five years with the fust payment due and payablc at the timc a �
a ��� � Temporary Cortificate of Occupancy is issual. As we further discussed,the Town of Vail
� Buildi artment has uosted a rulin from ICBO with res ect to cert�tin ---
n8� �9 B P n asP�ct�of
� the third floor design. It is my understanding that aarlier today, Dan Stanek received ` '
• informstion ffom ICBO that requires�chango af design to the third floor. I woutd lilce to
� .
request that if the design aiternatives warrant a reduction in the parking requirements that
: .;
. theae reduciions be refle�ted in tbe agrood upon parkieg pay-in-lieu fee.
' It is atso my understanding thai in the event Riva Ridge Partners I.LC revises the current `��`�'
submissian and changes tha third ar�d foeuth floors to a residential snd affice use"the
� applicable parkin8 Pny-in-liw f�e is curtentty SI79,66'1.18. It is also my understanding
; .
� that thia fee, if applicable,would be paid ovat frve ye8rs with the first payrnent due at tho
� : � � ' time of tbe Temporary Catificate of Oaupancy.
? � . .
� �� �_ : �nally� in a discussion ear�iet today with Bob McLaurin,I requested that in the everrt tho
�
� Town Council r�vises the pay-in-lieu fees ot terms of payment such ihat the chatiges
� �: � woutd be bene8cial to The Vail V'�age CSub.that we bo included in the chaages for the
. � purposes of c�lcutating the appropri�te fee snd/or payment achedule at tho time the
; ` � . � Temporary Certificate of Occupaney is issued. As I discussed with�Mr.McLaurin,we
� ��' �'� � believe that the long term economic beneflts ta tlie Town of Vail vis a vis the cQrninuing
: � �ales taxes generated by a commercial use of thc third and fourth floors geatly outwcigh
� : . � � a residentiat use of the same spac,e,yei the"penalties"imposed by the greater parking
� �� ; requiremeats and fees of comm�tciel uae may ultimately be the "finnl straw"that forces us
� ' to use the �paca aa a resideatiat condomiriium. I tun hopeful that the Town Council also .
. ' �� • ' � sees the long term benefits of such an approack and chooscs to include us in arry � .
�'� � . improvemaats to the current Farlang paY-in-liw ordir�ance. � .
:j._ ..
�! �. i• • • _ .
3� '=� � If p 'de any fiuther assistanco„ I can be reached at 949-6277.
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� ` � �� 1enn M. Heelan �
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� • �
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= July 29, 1996 ��
Mr. Robert McLaurin
Mr. Thomas Moorhead �
Town of Vail
Sent Via Facaimije
Gendemesi:
' Since vv�last met to discuss the parkir►S raNire��e�ts for The Vasl V'tUage Club we heve
confirmed by letter to Nrke Mollica(copy eneiosed)that the payia-lieu fces currendy m
existence pertairii�g to the property are S 179,667.18 if the top two floors of the build'mg
'_ ' are completed as resideritial condomiaiums, and$457, 334.64 if complettd as a qua�- - �-- -
public club. It is our undarstnnding thet these fees can be p�id over five years. --�- ----�� -�-� ��
Since our last mooting,I have aLto requested that in the event the Town Cvuncil makes thc
decision to modi�r ihe exiatirtg pay-in-lieu fees or terms of payment suct�that the changea
wauid be bcr�eficial to The Yail V'illage Club; that we be included in the changes for the •
purposes of calculating the appropriste fee and/or payment schedule at thc timc the
Temporary Certificate of Occupancy is issued. While I was toid by both Mike Moltica and
Bob McLaurin there are no guerentoes as to the inclusion of the project in any changcs
adopted by the Town Council; we would encourage the inclusion of The Vail Villago
Club in any beael�cial modifications as the garking fees may end up being the final
determiaate as to whether we build 'The Club" or finish the spnce as a residential
condominium. We believe that it is in thc best interests of the Town of Vaii for this
projcct to be completed ss a 'quasi-public" club with commercia!uses. While there ere
many intangible benefits,I belierve that the sales taxes generated by commercial vs
residential use are substanti�l economic motivation.
As a follow up to our last meeting in which Tom s��ggested that I prppose an alternate
"ideas", I would submit the fallowing observatioss and su�3gestions:
A. First, I would sugg�st that the pay-in-liw fees be lowered. It wasn't too long .
in the distant past thstt the fee wns closer to$3,000 and it was only two years ago that the
fee was 58,000. Has the cosc ofthe parking stnicture increased S00"/o. To request
g 16,333 for each paridng space certainly discourages any form of significant �
redeve�opmen� especially commeraal.
B. It would be helpful if the Town of Vail would cc�ncider in their evaleiation of
revisioas to the current pay-�n lieu fees a longer pay aut period. To that cnd, I would
encourage ai least ten yeara. I would also suggest that the interest ratc shoutd be that .
attached to the actuaI bond rate Daid by the Tov+m of Vail. .
. . •
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TOWN OF YAIL
75 South Frontage Road Office of the Town Manager
I�ail, Colorado 81657
970-479-2105/Faz 970-479-2157
' . �CJ_°""_v C� S
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November 18, 1996 ',
VIA TELECOPIER
Mr. Glen Heelan
Post Office Box 5770
Avon, Co 81620
Dear Glen:
I wanted to take a moment to confirm our conversation of November 11, 1996. There were four
issues concerning the Serrano's project. «. ;�Y�prepatation�ef an�asemen�fo�im oYemenU
_-� �,.:,,
along the Tovim of Vail stream tract to the e�SetYano�s, the payment.of the parking fee which
is required with this construction, a review of the staff decision disallowing a rebate from the Town
of Vail recreation fee,and the appropriateness of Serrano's to provide one CSO to handle traffic and
delivery at the area of Serrano's and Hanson Ranch Road.
In rega�d to the easement, it was agreed by Tom Moorhead that he would draft the necessary
easement and present it to you for your approval. This easement will be consistent with other
easements that have been entered into in the Village, i.e.,the Covered Bridge Building.
In regard to the pazking fee,the Town Council has agreed to allow the Town Manager to enter into
a security agreement for the payment of the parking fee over a period of time in excess of the five
year period presently stated in 18.52.160B.7. This will be presented to Council as an Amendment
to the present ordinance. As I stated at the meeting, I believe it would be appropriate to enter into
a payment period of ten years. With respect to modifying the interest rate, I currently do not have
the authority to modify the rate. This action would require a specific authorization from the Town
Council.
I will review with the Community Development staff the decision to disallow your request for a
rebate of the recreational fee. You indicated that you would fax a copy of the documentation to me
to facilitate our review.
�^•RECYCLED PAPER
M
. • •
)
Finally, you indicated that funding the entire CSO position was unduly burdensome. You felt that
your funding responsibilities should be limited to the hours in which deliveries would be allowed.
We are concerned not only about the hours that deliveries will be allowed but also those hours after
the time for deliveries. I have discussed this matter with Larry Grafel and because of our concerns
we believe it appropriate that you fund this position in its entirety.
I hope this answers your questions. If you need further assistance please do not hesitate to call me
at 479-2105. �
Sincerely,
TOWN OF VAIL
�/�v
Robert W. McLaurin
Town Manager
RWM/aw
x.: Vail Town Council
Larry Grafel
Dan Stanek
R. Thomas Moorhead ✓
.�.�.
' � � .
, � � , � .
. ��
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TOWN OF VAIL `J
75 Sa�tlt Frontage Road Department of Communiry Developme►it
Vail, Colorado 81657
970-479-2138/479-2139
FAX 970-4.79-2452
Jwlc 17. 1997 "
Glcnn Hcclan �
- Charlcs Davison
c/o Riva Ridgc Partners, LLC
P.O. Box 5770
Avon, CO 81620
RE: Vail Villagc Club-Parking Analysis
Dcar Glcnn and Charlic:
Thank you for submitting thc final floor plans/scating plans for thc Vail Villa�;c Club. Bascd upun thcsc
drawings, l havc rccalculatcd thc�arking pay-in-licu fcc as follows:
5,936 s tt. = 49.47 parking s�accs
�, Rcstaurant/Club = ��
2. Rctail = 3.704 sq. ft. = 12.35 �arkin�spaccs
3. Officc = 39 sq. ft. = U.16 �arkin}* snaccs
b I.98 parking spaccs
- 27 r• n fathcr�
Grand Total 34.98 parking spaccs
� Pcryaur agrccmcrtt with I3ob McLaurin;Town M�nagcr,parkinb spaccs will bc asscsscd at a ratc of
�16,333.38 per s�acc(1996 pay-in-licu figurc). Thcrcforc,thc grand total for thc Vail Village Club is _
�571.341.63. �
As prcviously agrccd to by Bob McLaurin,a tcn-ycar rcpaymcnt period will bc acccptablc to tl�c Town.
Should this bc your dcsircd courtic of action,plcasc let us know so that wc can finalizc thc paperwork.
As always,should you havc any qucstions, or commcnts regarding any of the above,please feel free to
contact mc directly at 479-2144.
Sinccrcly,
� �d�-�
'�ica
Mike Mo
Assistant Dircctor of Community Dcvelopmcnt
MM/jr
/
xc: Bob McLaurin
Tom Moonc�ad �
Stcvc Thompson
�•RECYCLEDPAPER
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TOWN OF VAIL
Department of Community Development
• � �
7S South Frontage Road �
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452 TM
Scptcmbcr 15, 1997
Glenn Hcclan
Charles Davison
c/o Riva Ridgc P�rtncrs, LLC
P.U. [3ox 5770
A��on, CO 81620
ItE: Vail Villagc Cluh - Parking An�iiysis
Dcar Glcnn and C'harlic:
As wc agrccd at our mccting of August 8, 19�)7, I havc rcc�ilculatcd the parkinb rcquircmcnt fur thc Vail
Viliagc Club. I�ascd upon our un�icr,tanding and agrccmcnt at thc August 8th mccting, thc parkin�pay-in-
lieu fcc i,�calculatcd as follo��•s:
I. Rcstaurant/Club = 5,717 sq. ft. = 47.(4 parking spaccs
2. Rctail = 3,704 sq. f[. = 12.35 p�1�ki�1�Sp�CCs
3. Ofticc = 133 sq. f't. _ .53 �arkine snaccs
l�(1.52 parking spaccs
- 27(��randfathcrcdl
Grand Total 3�.52 p:�rkinb spaccs
Per your agreement with Bob Mcl,aurin,Town Mana�er,parking spaces will bc assessed at a rate of
�16,333.38 per sp��ce(1996 p�y-in-lieu figure). Thereforc, the grand tot�tl for thc Vail Village Club is
5547,494.fi9.
['Icasc feel frce to contact me directly at 479-2144, sl�ould you have any questions, or comment,s rcgarding
anv of thc abovc.
Sinccrcly,
h�.�. h��-
Mike Mollica
Assist��nt llircctor of Community Dcvclopmcnt
MM/jr
xc: Bob McLaurin
Tom Moorhead
Stcve Thompson
C�RECYCLEDPAPER
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TOWN OF YAIL • ' �
. ,
Office of the Town Attorney
75 South Frontage Road � �. , .
vail, Colorado 81657
970-479-2107/Fax 970-479-2157 . � ,
October 1, 1997
VIA TELECOPIER 949-7045 and U.S. MAIL
Mr. Glenn Heelan
Post Office BoY 5770
Avon, Co 81620
Dear Glenn:
VJe have concluded a review of all issues rai`see�ave hadtArt Hoakland,.uan e Pene nroe�az o°
Friday. September 19, 1997. Addrtionally, �v
buildina code issues, determine the occupancy load for the building.
The theory presented by you that there should be four foot corridors on ea�ch Developmen tthe F re
from the calculation of the par k u lg requir e m e n t w a s r e v i e w e d b y C o m m l
De artment, and the Bui l din� Department. After thorou�h ration of occupancy loads there has
P
reasonable basis for makinQ such a deduction. Under the calcu
never been a reduction in occupancy load due to the existence of such`conidors".
om lete recalculation based upon a new review of the as built plans and on n�cent walk-throu�h
Ac p
of the structure results in the following calculations for the parking require
59.996 spaces
-27.000 grandfathered spaces
=;2.996 spaces required
�,., �
Therefore, 32.996 spaces �$16.»>•�g results in a total parkin� fee of$��g,9�6.? .
For vour information the occupant load for the entire struc�rCe ae�itted by Section 251��(b)
persons. This does not include the additional ten percent allo an P
of the Uniform Fire Code.
�, REf.'YCLED PAPER
• � ^
I hope that this information is helpful to you. I'm certain that we will have additional discussions
before this issue is resolved. Please feel free to contact me with any questions or comments you may
have.
Very truly yours,
TOWN OF VAIL
��r� � I
. �
R.Thomas Moorhead �I
Town Attorney I
RTM/aw '
Yc: Robert W. McLaurin '�
Mike Mollica '
Mike McGee
Charlie Davis
�I
� � �
r1€�Y-31-1�96 16�15 SEMPLE BF20l�iPJ F20BER t S P.03!��?
2
r,,.' $�r+ S t ri t� t � �
' B R C Vv N
R t� f� � R T S
Thetiaid UallageClub
MEETYNG MINUTES
Date: Wednesday,May 29, 1996
��; Review Meeting
pres�nt: Babby"T'homas - Semple, Bxown,Itoberts
Jim Cur�utte, Tvwn of Vail Planning L)epartment
Distributioq: '�t�ose Present; Gleen Heelan and Charlie Daviscan, Riv�Ridge Partxiers;
Ernie Pyle, SBR; Chuck Feldrr►ann, Town of Vail; Frank Freyer,l�iva
Rf.dge Part�ncrs; Crai.g Bruntz,Viel�Constniction.
A review meeting w�,s held ta go ov�er the suhmiktal of a revised site p1an,building elevatians
and fiz�st floor plumbimg drawing to checl�thcir compliance with Dl� Gonditians. 'I'llese items
are a conditian to issuance af a building permit far the Vail Viilagc C1ub,
1. S8R initialed t3�e following h�ndwritten nates on the suhmittal:
• �BR a�r�ed to have t'ne l�dscape contractor prvvide large landscaping baulders an
the sauth slopc if said slo�,e excccded a �_2 rati�.
• S$R agreed to have all roof equipment paintcd ta matcl� the roc�f color.
. SBl� agreed that thc retaining wall ar�und the g�.s m�tcrs would be covereci by rock
and that no concretc would be exposed.
: � r,,,,,. , .::�r r.,,r" .,. ���
��� .1,���.,r„r� .,�:,r!)<�.r,:�•,�r�.
� . I I!Ir, I.ir�r•��•i :•��itii.u��.'i�ii �•Si�,i
I}l'i114''.1.�����f.t�l�r�i!'�i!
��hnne'Hl;.;'I ll ;" F;in ,tiu< �. I.u+(?.i
-��...�„
MAY-31-1�96 16�16 SEMPLE Bf�04JN ROBERTS P.04iQ8
''� �' ?Vleeting 1V.[inute�
Town of�ai1
, 2�3 May 199G
TluyarlV'd�Clrrb Pag�e 2
2. Jim Cumutte noted that hc would verify the following:
« If it �rould be possible to substitute a wo�ad c��a or�the railings tv tlle 4`�floQr decks in
lieu of stucco caps, �ecause af the ab�vious bad con.structi+on detail. (DRB �ondition
#3)
. if I7FB Con�.ition#� mea�it doing a c�ouble sold�e�paver arou��d tt�e enti.re �eld of
hen�i�gbone paver.s or just al�ng Hanson Ranch Road.
, � Jim�urnutte wouid Gonfirm Ehe revised rnof co�verage area i'or L�RL Cor�ciitir,n#9.
3. Qth�r outsta�ding issu�s irtclude:
` Drawings L1 and L2 n.e�d ta be resuhmilted to match the revised A1.2, sh�wing tlhe
carreGted planter layaut.
• Th�TQV needs the agreement for a11 off-site in�prvvemer�ts (Tr�m Moorhead).
• The parking fee needs to b�paid or agre�ment reacheci that the fee is made a
conc�%tio�of the Ccrti�xcate af Occupaalcy.
This constitut�s;ou.r undez�standing of th�items discussed a�id the decisions�vvill ba�c�nsidered
accurate, b�rrin�r�otificati�n within five w�rkir��days.
itepor�ed by: Bobby R. Thomas,Prc�ject t�rctutect
SEMPLE BRC7'�'+JJN R08ERTS,P.C.
HRT/rwd
h�1a960111W� curriutte.doc
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MAY-31-1996 16� 15 SEMPLE bRUI,JN ROBERTS P•�1�ag
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�'hel�ail�llageGlub
MEETING MiNUTES
DATE: 29 '_Vlay la�Ei, ]�:3Q ann
g�+ ; Trash comp�.ctor issues
P�SENT: Babby'�h�mas, Semple,Browxa,R�l�erts
Glenn Hcelan„ Riva T�id�e Partners
Ron ltiley &two associates, Golden Peak Ho�se
1�epreser�tative from BF!
Representative frvm Marshall's iVlanufacturing.
DYS�'�tIBUTION: John Davis, RWC; Dave Belle:�cuille;Belfay Engineering; Chuck
Feldmanu, Tow� of Vail; Glenn Heelan ar�d Charlie J��vi��n'Riva Ridge Partners; Frank
Freyer,Riva Ri�ge Parkners; Craig Bruntz, Viele Construction.
tTEMS AISCUSSEY?:
1. Discussion Centered around the problems experieneed by the C�olden Peak House and their
�ash collce�ion problems f�om this recent wiriter scason.
2, Roz� Riley requcsted wxitten notire f�orn BFI that�11 problems would be warked out and that
a 2Q minute�pick up tirne be possible for t�vo half-s.i�� (one c.y. �ach) dumpsters from both
the Golden Peak House and the future Vai!Village Club.
. ' ,� �'Yi.!;F-1n��,i(f'rP�).n',r'r�.)r
u��.1�.ii��.��1�.�u�l 7),'.i:d i���y
� 1�t��, I.:u:r.�•i ti.���.tr�:.`,�i:i� ?uu
' ��r�s�.•.••.L n!��i;t�+�til!1.,;_'
�'il��itc}u;-;-i ,l1?' I•.�.: t�i;.;-�.n.Jn;
MAl'-31-1�96 �6�15 SEMPLE BROWN ROBERTS �- P.�2i�8
� Meeting Minutes
, 2911�iay 1996
Page 2
.
TkcYoi�l�(�b
3. Observed the current aperataa» of the Golden Peal�House side compactor and tha not so
desirable sids loaded half size dumpsters. These dumpsters do nat appear ta be capable of
ma�ntaining;any of the liquid slim generated by a commcrcial kitchen. Requested mare
informatian',from Marshall's Mfgr be sent to SBR Arch.itect�.
4. Observed the current bailcr in the Golden Peak House_
5. Qbserved e�isting coucrete wal.l where the access to the�Tail Village Club trash roarn is
plar�ne�i.
6. Ron Ri1�y and Glenun Heelan diseussed additional details of thei.r a��reement far joint u.se af
the trasb lift!.tc► street level through the Galuen Peak Hause•
7. Glenn and Y!dxscussed concern of adequate space within the Vail Village Club trash room,
given the ne�eded for the ctlange i�a the campactor. Noted that SBR would try ta expand this
area as muc�as p�ssible with thc upcoming relocation vf the Fire Sgrinkler Raam.
This cc�nstitutes;our und�rstanding of the iteri�s�iscusseci ar�d the dccisions will be eonsidered
a�curate, bamng noti�'icatian within five workin�days. '
Reported by: �o6aby R. Thomas, Project ,Architect
SEMPLE�R�WN ROBE1tTS,P.C.
BRT/rwd
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� � ��..�� r_ QprILIN ROBERTS P.�$'[i$
MAY-31-199F ��'"e SEMpLE BRO��1N ROBERTS
� Mov-'�1-•i 99F, 16�18 P.�7�08
MAY'-31-1996 16�17 SEMPLE BROWM ROBERTS
5 E P1 P ! E
3 R U W N
R O B E R T 5
�i�i�ai��lla�eGlub
SITE OBSET�tVATION
DATE: Wednesday,May 29, 1996
TIME: 9:30 AM
WEATT�ETt: Clear,+/-60�egrees
CONFyUCTE�!BY: Bob1�y T'horr�as,Proicct Architect, SEMPLE BROWN RO$ETtTS,P.C.
j 1. Noted that a11 steel bean�piles had been driven an al�three sides and the subcontractar was
pr�paring toj dismantle the pile driver and remave the craz�e from the ccnter of the site_
a) All piles appcar to be p(aced according to tl�e plans cxcept the corner one located
nearest the exisiing clectricai transforrner hati to be omitted bccause of the Iocac�on of
sa.id'transformer. GG plans to use two camer piles to form a 45 degree an�lc in said
corner to make up for the missing piie.
b) Crane access was to the sout�and appe�red to have been set at elevation 76+/-.
he excavator$tart after lunch. Current permit would allow far
c
GC ex
ected ta have t
) P
partial excavation dawn to the existing footing af the G�lden Pcal�House(with a
hvri2ontal line set perpendicuiar to said footing o£tcn feet; and from there,the
excavatar could d�g to the bottom of our planned excav�tion.
2. Site was muddy; but this appeared ta be from yesterday's rain/snow and not from gro��
water ar the�creek_
a} The ereek was sandba�gcd and running full.
1 ?'r,�fe: :���:,�r(.��rj„�:,It,��,r
�,; {��b.,�:'�f. .f�tc�(1:rk r�'�':
�{;r,� I;nir?,cc �yu�f:`.`,�u;�.��i�,
I)cier:�r t i��nr:i�l�i�;n.'��r,
.�_
MAY-0�-1��6 1�'�� SEMPLE BROWN R�BERTS �
� � �:
S � N� P � �
FACS1MilE CUVERS
HEET � Raw �
RC� � ERT � .
�r����`°�
���r.�n�a�
To: HUCK FELDMANN
F��: 70) 479�i,���
Fromo �BBY THOMAS
o� M�,y, 199b
�rojet� All.VI�.LAGE CLUB .
proJec�Na.: 9b01I
Number of Pages(i uding this transmitt�l):
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Comment�: F OM OUR
I.pST�IEETING,S�R IS WAITING 01�YO TMR RULING D�F Y�U 5EE A CODE
RETATIO FOR THE ELEYIITOR EGRESS ACCESS FROM TW�4 F�O�R �yE ARE
INT�RP p�i� pL00R CORRIpOR. AS SOON AS WIE i�i�►VE'T��$ INfORMATION,
REQUtREMENT F R p�pNS AS REQUESTED Blf j1M CURNII'T'TE FROM YQUR PLANNIN6 OFFICE.
PREPARED T4 tt SUBMIT �YOU.
P6EASE ADYiSE .A.P. THAN
CC: MiKE MCGE @ (97d�79-Zl35
CRAIG BRUNTZ (970�7b-3423
CHARI.IE DAVISO Q���949 7045 4
GI.�NN HEELAN 970,476-4946
PttANK F�R T.O.V.PLANNING
JIM CURNUTi�
I (303)571-4137-race
uar Su�te 204 r3na�c���aTAL P.01
�qpb,Larimer Sq 2�
pemrer.Colorado
i0•d �dlal � �
Iv���1!�O
MAY 21, 1�9d
TO: �'HUCK FELDMANN, "�OVi�N QF V1�iL BUILDING D�PT.
FROM: $UfiBX THQMAS, SEMPLE,BR�WN'&1�0$ERTS
gE; Vp,,.(�'VTLLAC�E CLUB
298 HANSON RANCH ROAD
VAiL. �CC7LORADO
TH MR. TED HUSKY OF TI-��
�Eit YOiTR REQLTEST i7F APRiL 25 , I HAVE SPOKEN WITH
HOLY CR�S5 POW�R COMFANY 1�BOUT THE PO55IBL1TY O� ..�TSTA.L�T�T�'.r A, S�COND
ELECTRIGAL FEELI FR(JM T1iE SAMF TRANSFQRMER TQ 1�CT AS AN AL I'�R N A T E P O W E�t
SOURCE, ---SHOULl7 THE ELEVATOR BE REQUIRED TO BE PRESSUR.C"L�1�.
� �J�Ky�'pg�Ep ME TF�A,'S' SUC�i qN TNSTALLATIQN WQUL NQT BE
PR.ACTICAI� ANA NQT QNE THt�T HE WOULD R�COMMEND. HE SA1D T T YOU COULD
CALL HIM ON THIS 1F YO'U HAD ANY QUESTIpN�.
THI.S IDEA DOES NOT SE�iVI TO BE aNE WE W�fS}'1 T4 PLJELSUE• I
ITI N WE STILL FE�L THAT THE REQUIR:�N[�NT k4R P}�S�URTZA,TIQN OF �
IN ADD U ,
THE ELEVAT�R SHA.�T IS DERIVED FROM THE HIGH RISE SEGTION OF T�iE 91 UBC AND�y f,�
QUR PRQJECT IS DEFINITELY NOT 75 FT. AND TH�REFO�N4T A H][GH�SE. AC�
1N OUR A�RIL 2�5�NIEETING WITH DAN STANEK Al'�D MIKE MC�iE�,YQU .
MENTIQI�TED THAT THIS PROJECT W�ULD BE PE�.MITTED iJNDER THE 9 C. THIS IS iN
CC7NFLICT WITH THE JAI'��11,P�RY 5�FA�THA'T X RE�ENED FRQM YQU XN��11C�1 �''Q�J SATD
THE TOWN OF VAIL WDUi.II�E UNDER THE 1991 UB� WHEN WE APPLIE FOR PERMIT IN
MAFtCHJA�':�t.J(�.
WE HAVE DLSIGNED THE PRdJECT TO THE 9I U.BC BASED �N YO FAX AND WE
FEEL THAT Vt1�E HAVE ADEQUATELY FRQVIDED FQR LIFE SAFETY B�' DING A FIRE
SPRINI{LEIZ.�YSTEM TO A TYPE 11-F.R. BUILDING. MR. MCGEE WAS AL Ob SQMEWHAT IN
AGREEMENT AT C►UR MEETING CaF APRiL 2S�', ---$ASED pN THE T'�.'P�O HYDR.AULIC
�L�VATOR AND THE QL]1CK-RESPONSE SPRINKI,ER HEADS THAT WE RE PRO�IUTNG_
IT IS THEItEFQRE, STILL OUR PQ�iT1UN THAT OUR PROJTCT SIiOU I� BE ALLOWED
TQ B� CONSTRUCTED AS DESIGNED. WE RESP�CTFULLY ASKED THAT .OU�ECONS�D�R
YOUR RLTLYNG ON THIS ISSUE. PLEASE P1VFORM US AS SQC?N AS .�OSSIF3 E AS OUR
CpNTRACT'QR IS 1WIQVING AHEAD AfiTI� 7'INiE IS OF THE �S�ENCE.
I
CC:
MIKE MCGEE �7u, 970-479-2176
DAVE BEL�,:��'�UYLLE @ $92-5979
CHARLIE DAVISON a�970-479-9474
GLENN HEBLAN r.�,r7 97Q-94�-7045 ,
FRANK FR�YER(�a 970-47fi-4946 �
CRA1G BFLUNTZ �97t�-476-3423 ;
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-- -_. . c i y�ar��a r.imri�a a1,�iAl�� ��:61� 966Z—Z�—J,hW
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- MAY� 6-96 MON 17�50
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t(kk;5,Fronti�e l��d Wcsy iutCe Gtti�
' ' �1ai1,C'qluradv 81fi57
� 'TC1e303.476. 3U82
F�u[503.•l7ti.39?.3
M�y 6, 1996
� Jim K�urnutte
Tow►1 of Vaif
Re: Vail Village Club
11�Ir, Kaxnuite
Thc cost estiivatc to !il] lLC parl,i�l excAV�,tlon per ihe 24 x 3E�shect A 1_1 by Sc�mple
Brawn Roberts d��ted 4/1 d/96 is $41,100. The cc+st of the reve�,it�tic'n of thc site per the
,,. �
24 x 36 landscape site pt�n
,,;� is $13,900. Tc�ra] cc��r is $SS,000 X 1.25°,0=$GR,75U
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, � . lames Fitz Er lauren Gaylord
Fitz �s C�oyiard Lnndscap��ng, Inc. _ . _ � (30�)47b-3479
Landsca�ping, Irrigarion � Moirnenance �/���jy �
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Vcail,Colorcxio 81658 ,
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. J.L.Viele Construction, Inc.
1000 S.Fmnage Road West,Suite 202
Vail,Colorado 81657
Te1e303.�i6.3082
Fax 303.�76.3423
May 6, 1996
Town Of Vail _-_
Department Of Community Development
75 South Frontage Road
Vail, CO 81657
Attention: Russ Forest
Re: Vail Village Club
� .
�� � } E?-� Dear Mr. Farest,
�. _� -; �
...�.��.:
J.L. Viele construction is currently in the process of getting Army Corp. of
Engineers approval for work in the Mill Creek flood plain, adjacent to the Vail Village
Club.
It is agreed that no excavation will take place in the stream right of way, or on
Town of Vail property adjacent to Mill Creek until approval is received from the Army
Corp of Engineers.
S' cerely,
�� �
o��ber
Project Superintendent
_ _ �
�
�.
u
M►y
TQTt�1 QF vAIL Community Development
YYlv Department of
75 South Frontage Road
Vail, Colorado 81657
970-479-2138/479-2139
FAX 970-479-2452
ICBO TECHNICA�SERVICES
5360 WOR�`�� MILL RD•
WHITTER,CA• 90601-2298
Apg�26, 1996
OF THE 1991 UBC•T� --
UESTING A CODE INTERPRETA ND I O HEOAREA CLOUDED. THIS IS A
WE ARE REQ
QUESTION IS REGARDIN G E I G�B�LD NG
FULLY SPRINKI-ERED TYP
SEE ENCLOSED FLOOR PLANT ON R�Q��D TO EXIT DIR�CT R LO B E SFOYEKS
1)IS THI S A R E A B Y D E F I N I
ENCLOSURE
OR CAN THIS CORRIDOR USE T H E E X C E P T I O N F
�D g�CEpTION ROOMS TABLE TO RELP+BEL THE LOUN DER 33p5(�EPTION
2)WOULD IT BE ACCEP
RO
OM AND THERE BY QU�-I� FO REHU�pRESSURIZATION OF THE��E�D
3)DOES 1104.2.2 OF THE 1994 UBC
FT IF A REFUGE IS NOT REQUIRED BECAUSE OF A SP
ELEVATOR SHA
B�LD�G� UIRED, AT THE FORTH STORY OR FIFTH STORY?
4)WHEN IS l 104.1.3 REQ
SINCERELY
CHARLES R.FELDMANN
PLANS EXANI�NER
� TOVJN �F VAIL
,.
��RECYCLED PAPER .
�� _ � ` , � .
SERRANO'S / VAIL VILLAGE CLUB STAGING PLAN
4/26/96
I. FENCING:
A. Fence on Hanson Ranch Road - For a one week period of demolition
approximately May 1 -May 8, 1996, a 4' tall movable fence will be used. The
fence will be set to create a 10' wide lane for truck access to the site from 8:00 a.m.
unti16:00 p.m. The fence will be moved back to create a 20' wide lane from the
concrete paver border in front of the Red Lion Building. 8' tall solid wood fence,
painted dark green. Fence to be in place from completion of demolition
approximately May 8, 1996 to November 20, 1996. The 20' road width will
be from the center line of the concrete border at the paver walkway in front of the
Red Lion Building. The fence will terminate on the southwest corner of the
headwall where Mill Creek crosses Hanson Ranch Road. A 10' wide access gate will
be allowed on the northeast corner of the project which will be used as the
primary access during demolition of the existing structure. The gate will remain
locked and be used on a very limited basis.
B. Fence on Mill Creek- 6'tall chain link fence with green wind screen on both sides.
This fence will be in place from May 8, 1996 to November 20, 1996.
C. Mill Creek Bridge Fence- This fence will be 8' high solid wood green fence
returning to the willows to the south and to the split rail fence on the northeast side of
Mill Creek. This fence will be in place from May 8, 1996 until November 20, 1996.
D. Pirate Shin Park Fence -The outer perimeter of the park on the east and south sides
will be 6 chain link with double green mesh placed on the park side of the willows.
The perimeter along the north side of the bike path,between the path and Golden
Peak House, and on the east side of the Vista Bahn, and on the west side of the
private residences at Mill Creek Circle will be 6' high chain link with green mesh on
both sides. This fence will be in place from May9,1996 until November 20,
1996.
E. During demolition there will be a temporary 8' high wood fence installed between
the bike path and the existing structure which will allow the bike path to remain
open. This will be in place from May 1, 1996 until May 8, 1996.
F. FencinQ after November 20. 1996__-There will be a free standing 3' high green mesh
fence along Hanson Ranch Road 4' off the front of the building until December 20,
1996. There will be a 3' high green mesh fence on the north side of the bike path
from the large Spruce tree at the corner of the Bridge Street Lodge to the Mill Creek
Bridge. This will be in place from November 20, 1996 until December 20, 1996.
� . • •
for Tree Protection - All trees that are within the project oe�e Towneof
G. Fencm een mesh fence set accordmg t
individually protected with 3'high gz �
Vail Landscape Architect,Todd Oppenheimer. The rule is: The fence will be set 12"
out from the base of the tree trunk for every 1"of diameter.
H. Gate
s -The access gates to the project will be constructed of wa�fr'�ing an d
plywood veneer painted forest green. 4
II. SILTATION CONTROL:
A. S
iltation control will be installed along side the east side o�l��irafit400x installedill
Creek. This will consist of en�enti A°ont uous line of sand bags 4 courses tall
on the building side of the f
minimum shall extend from the CMP at Hanson Ranch K S�a�gging may be dge
and will be on the creek side of the 6 tall chainlmk fenc
necessary south of the bike path bridge. This will be detltat onecontrol on run off in
Mill Creek. No other areas of the project will require si
B. There will be two (2) sump pits installed within a wbilbe di charged direc ly ntoeMill
from these will be clean and free of sediment an
Creek.
C.
Surface dewatering during excavation will be done by trash pumps. This water will
contain sediment and will be discharged to a sedim ed withrMi afn140N fabr c and the
east of Pirate S�p P�WiI be a continuous row of straw bales.
perimeter of the pond
III. TRUCK STAGING / ACCESS:
11 �� n off Vail Valley Drive onto
A. During Demolition the trucks will access the site by turni g
- Hanson Ranch Road. They will drive down�h Roadinto the fenced area to the east
tra�eling the wrong v�'aY�'�'est on Hanson Ranc
. of the structure. The trucks will exit via Hanson wa�o Rhe South1F o age Roaday
If trucks have to wait to access the site they will
g, Truck access from the access gate on Hanson Ran 1 onstruact on permi`t process.
addressed on a case by case basis,usinS the specia
C. PnmarY ac
cess to the site will be via the access gate on the east sid e sedeonly wen�
This gate will be accessed via Forest Road. Mill Creek Road will
absolutely necessary (i.e. if Forest Road access is blocked).
� —
` r , ` ' . . � • •
D. Access to the site after November 20th will be via Bridge Street to Hanson Ranch
Road. Access times to be per the Town of Vail regulations. Delivery vehicles will
stage in the area between the new building and Mill Creek after November 20th to
keep vehicles off of Hanson Ranch Road and out of the front of the building.
IV. GENERAL:
A. All soil excavated from the site will be exported off site. Soil for backfill will be
imported when the structure is ready for backfill. There will be no large stockpiles of
material.
B. Mud &Dust Control-During demolition, dust will be controlled by the use of water
hoses. Dust control will be ongoing as required on the primary access road adjacent to
the Vista Bahn. The acces road will be maintained with screened rock from the edge of
pavement for a length of 50' to prevent mud from being tracked onto the roadway.
C. Street Cleanin� -All public roads will be maintained free of any construction debris
at all times.
D. Under round Utilities -All underground utilities will be located and every precaution
will be taken to prevent damage to underground utilities and interruption of services.
E. Pirate Ship Park to remain closed from May 1, 1996 until November 20, 1996 .
F. Bike Path to be closed from east side of Christiania Lodge to West side of Pirate Ship
Park.
G. Only critical subcontractor and general contractor vehicles will be allowed to park in
the staging area, no employee parking will be allowed on site.
H. �ecial Events - There will be no work performed on July 4, 5, 6, 7, 1996.
V. SIGNAGE:
A. "Bike Path Closed" and "Bike Detour" -Bike Path closed signs to be posted at point of
closure at spur between Tivoli Lodge and Christiania Lodge on east side of project
and at the west side of the project at the point of closure at the intersection west of the
Bridge Street Lodge.
Bike Path Detour signs(4 total)to be posted at each point of closure and at the
intersection of Hanson Ranch Road and the path between the Tivoli Lodge and the
Christiania Lodge.
, � ' .
, _ •
The Club,Fresh Tracks G
B, "Charlie's Vail Gear, Rocky Mountain Chocolate Vail Realty & Rental Management,
Bakery, �"
and One Track Mind". '�
One
of these signs will be posted on the northwest end of the proj ersfand s zed � son r
Ranch Road. These signs will be blue background with whrte ett
follows: The following businesses are open= 5 sq. ft.
The name of each business= 1 sq. ft. ,
C. Temporary site development sign will comply with Section 16.20.160 of the Vail
Municipal Code.
, OSHA signage to be installed along perimeter of Pirate Ship Park fence and at each
D
entry gate. Signs will state the following:
"Danger! - Construction Zone -No Trespassing"
"Hard Hats and Safety Glasses Required"
"All Visitors Must Rep�to Project Superintendent"
"Authorized Vehicles O y
E, "Bridge Closed" sign to be posted on fence on east side of bike path bridge.
VI, 'I'RAFFIC CONTROL:
�1, Demolition-During demolition three flagg
ers will be used. One flagger will be
posted at the intersection of Hanson Ranch Road and Vail Valley Drive.
The other two flagg
ers will be posted at the top of the Chute. One flagger will escort
the trucks the wrong v�'aY down Hanson Ranch Road into the site and from the site
back out to Hanson Ranch Road;
the other flagger will stop traffic on Hanson Ranch
Road while the truck backs into Hanson Ranch Road from the chute.
Fla er Ahead signs will be placed on Vail Valley Drive 150' from each intersection
gg
with Hanson Ranch Road and Gore Creek Drive.
B. Access to the primary access gate adjacent to the Vista Bahn should not require any
traffic control.
. In the event that special access is required from Hanse ad anssed on aacase by case ss
C
is approved by the Town of Vail traffic control will
basis.
. �. 4 V • ' • . •
G & EXCAVATION: �
VII. SHORIN �
:�
A. Shoring of the excavation must be done with H-Pilesean�e°e ond ion smake a soil
the proximity to Mi l l Cree k a n d t h e s u r r o u n d i n g u t i l rt i
' and shot-crete system im possible. The pile driver will be placed with-in the
nail �_
building foot print to drive all of the pilings.
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Avora, Colorado 8�[620
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Fax: (97'0) 9�9-�045
FA�"TRANSIVCY5SI�N C4VER SHEET
)7atte: ,Apri122, !996
'�'o: �im Curnu�te
F�; 479 245"l
Rtr O�`'si�e improvamewi�s a�nd Parkir�g
Scnder: Glenn M. Heclan
U SH�LILD R�:C�IVE 2 �'AGE(S�, X,l'�TCLUDXN(i T�IIS LQ97�R 94J-�6277F
YO PL�AS� CAL ( )
�IJU L�O IVOT R�CEI''V�A�,.L Tl'�"L�PAG�.�,
Deaar jim,
for oun c�l �ast We�nesday �t tt►e ��tB meet�ng' Unc more hL�rdle out of
Thanks � P
th��ay!!
�n��osed please �ind a lttter from Vai1 Assodates reS v ob n the buildix�g permxt
�greemcnts with them, Hapefull�y�, ar�. �1 allorh►us t
vv�iile the do��lments are be g p F
ou meni�oned that you�would 5peak tv Tom lVf�oQrhead ��b���i on TO'V t for
A1s�• y ro sed to b
thc pa�rexs on the East side of thc bullding tha� �c p PQ
pro
� nee as ain, thanl�cs for your help. I l�ape y�u azc feeling better.
• �ely�
lenn M. e
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{
�ail Associates, Inc. . . . . . . . . . . . . . . . . , . . . . . . . . . .
. . . . . . . . . . . . . . . . . . � � . . . . . . �
. .
z
�
�,�� i�, a� �✓ `�
Mr. Glenn Hcelatt
p. Q. Box 57?p
Avon, C� ��620
R�: Serranty's Cantina building, Lat C, B1ock 2, Vail Vit.l�ge Firsk Filing
{S�rrano's),
Dear Glenn:
Y�u havc r�equested a letter fram Vail Assoc'����!�;��biice path (thee "VA
immediateiy scwth af Sen�o s and na�th o ,
�"), which would evi�dtce oar discussions r�garnding canstruct�an of c�rtain
impmve�anents on the VA Land far the benefit of Se�t`ano's. We ar� continuing to
, discuss you,r legal use of the VA I.a,nd, and we would encourage the Town of Vail
to p,roceed witb the issuance of d�molition and building pern�its for Serrano's.
DWlk•(5�ff11JIJJMYiIIt)r'Ar�� Whi1e thi�s lelter does nat constitute thc gt�nting of an eKSem�nt, us� right,
V�ll,li�?dvr�4 rc�k^ltrKnR
�rld�lr�vwfir.��hhtewrftf��i�i�•� ded�cation, lease or�tl�r encumbran�of the VA Land for th�bene�it�f Serra�nc��s, .
w� loctk forward to canti�nuing cx�x discussions with yvu in that regar�.
A
(
� s���iy,
v pssoc , nvc.
a
� Ja� ' S. y
�
Sr. ice Presittent
,
.�.,
,�+�vwu�n�x� SJ
Stl l'AWINNuMm
o-ti��nurui�ur PU gcsx 7 •V�il.C:olo�ddo�B1Fi58•phonc y70�76 5b01
4 Y 1 0 1 t u x
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V�il Assoc�ates, Inc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x
�
;�
�
Apri118, 1996 � °
Mr. Glenn Heelan
P. O. Box 5770
Avon, CO 81620
Re: Serrano's Cantina building, Lot C, Block 2, Vail Village First Filing
(Serrano's).
Dear Glenn:
You have requested a letter from Vail Associates, Inc., as owner of�e �A
unmediately south of Serrano's and north of the existing bike path (
Land"),
which would evidence our discussions regarding consuuction of certain
improvements on the VA Land for the be a�te would encou ge the Tow�n of Vail
discuss your legal use of the VA Land, an e�its for Serrano's.
to proc,eed with the issuance of demolition and building p
Owners and Operato.a of t1T1 Of an easement� US8 right,
While this letter does not constitute the gran g
Vail,Beaver Creekg Res�rt
and Arrowhead Mountain"' dedication, lease or other encumbrance of the VA Land for the benefit of Serrand s, .
we loak forward to continuing our discussions with you in that regard.
Sincerely,
V ASSOCIA , INC.
J esS. M el
Sr. � ice President -
� ..
199?WO¢:D 4'_!t�! ::
iu:nMtF��.��::..�.
YAIIlIEA�'EIQEL[ pp gox 7 •Vail,Colo�ado •81658•phone 970 476 5601
co�o�.co
.
�.
�.,,_��_-��� �,���-,�.��.�.�
303 949 5200 P.01
� �1f� qRCHITECTS P.C. `
- APR-25-199� 16�44
� Vaii Associa,�es, Inc. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- - . . . e
;
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Pbst it'"brand fax transmittai memo 76T1 r o��► :°
from { ;.
Apri125, 1995 "° � :��. � � —
t co. �°' . . __.
���
o�s-
Fa�c Y
Fa�c�
Mr. Gary Mun�in
Chief Building O�cial
Town of Vail
75 Svuth Froutagle Road West
� Yail, CO 81657
gE; Golden Peak House and Serrano's Redevelopment
o„�«�ra,�»�or �, �,: .
•/iil,e�aKru..t wemrt�
andMOwhe�dMounrai�� �c. reg�g potential
You have requested a letter from Vail Associates, ad'acent to the
constIuc�tion of building
s on 2ract E, Vail Village Fifth Filing, J
southerly boandarY of C�olden Peak House and Serrano's (the "Tract E
parcei") for the purpose of compliance with fire code•
� v� ��;�, �c., on behalf of itself, its successors and assigns, comn►its
to build no strucwre on the Tiact B Parcel�o�e To of Vail ap�plicable
arith the then current Uniform Buildwg Go
��g o�inance as adopted and in force and effect at the time-
►
This ie�ter is for the benefit of the Towr of Vail only, and no other person or
entity is e�ritled to rely on it. This lecinformation s�et forthtabove��tandmg
ttzat the Town of Vail wiJ.l rely on the gouse and Sercano's, and
proceeding with building permits for Golden Peak
��=' t6at the,Town of Vaii would not issue soch building P�r�� without the above
certific.a[i.on.
�nr+w�N�a C�
SO�� � • hone 303 4�6 5601
MIIINITII[711�
c�i.---����� QO Box 7•vaii,Colorado•8 6� P
- C �
. : .. .. _ _ _ � ;
, '�"ti . �rISM Z SS I OrI REC��'T ���
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APR-25-`-35 18:36 ID: 13039497045
STAR? TIME APR-25-g5 18:34
TELEPHOPIE NUMSER
4799474
HAMECID TIUMBER)
TRANSMISSION MODE
G3
RESOLUTION
STD
PAGES TRAt1SMITTED
02
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SECURITY
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REDIALITIG TIHES 00 �
MACHIAIE ENGAGED
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��� �.� ,� �,,�ign Review Action Fc.. .n
` TOWN OF VAIL
�
Category Number
' p( Date �� � �f �l°°'�
_._., j .
Project Name: t~�`'�-' I\V � U1�9�-. �— b,c�r.�-�Ci�:S � ?'Q�''�L�, �'��i�Ufac"�i � Gt;:�R-' `
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Project Description: ,
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Owner, Address and Phone: � ' '
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Architect/�tact, Address and Phone: J �� � ,
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Legal Description: Lot � Block_� Subdivision ��'���� �<<[Gt�� �S�7�� Zone District �
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Project Street Address: ` ' �` `%`" i `` `�'� ¢ 1 ��'°'� ' `��`'
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Comments:
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Board % Staff Action
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Motion by: --'�``��� �� �� Vote: ��
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Seconded by: ��'��� f���%T
! � Approval ..,;f�� �: c..�-s�c��r`�rw�cr
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❑ Disapproval
❑ Staff Approval
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APR-29-1996 1��25 SEMPLE BROWN ROBERTS P.�1i07
s .
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• .
�SEMPL �
�ACSIMILE COYER SHEET•• B R C3 W N
���j ji�II-�A�� I
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NOT� ��-CI.+� ��a►�
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APR-29-1996 1��26 SEMPLE BROWN ROBERTS P.�2i07
� ' � �
MEETIl�G NUTES
TheYail V'sllageGlub
2s a�� i�s
ATTENAING: Chuck Feldmar�n, Vail Plans Ex�tniner
Bobby Thomas, Semple Brown Roberts,P.C.
Dau Stane�, Vail Buildjng Official
11+tilce McGce, Vai1 Fire Chief
SiTBdECT: Vail ViAage Club(5errano's Bui3ding)
Code Reviev�+ Comments o�plans dat� 18 March, 199b
DISTItYBUT'��N: Those pre�ent;
Glen Heelan,Riva Ridge T'artners� LLC;
Charles�aviso� Riva Ridge Psrtners, �L.C;
Frank Freyer, Riva Ridge Partners, LLC;
. Cr$ig Bruntz, Vi�le Construc�ion;
Dave Bellefeuille, Belfay Engineering;
ro�n�v�s,x��r,�we��at co�ts,
Ernie Pylc, Semple Srown R.oberts,P.C.
TTEMS DISCUSSED
1. Reviewed the following issues as identified by Chuck Feldmann in his plan
review of 19 April, 1996:
1. Drawing C-2: Gafd I�eak Pians?
This dr�nn+ing is marked as "For Reference Only" and SB�t did obtain this survey
fr�m Intermoun#ein Engineering and al#hough it describes work to be done on the
- ,
RPR-29-1996 . 1��26 SEMPLE BROWN ROBERTS p,@3,f�7 µ~
. � � �
Meet�ng Notes
Code Comments Review
25 April, 1996
P�ge 2 ?;ia�Club
Galden P�ak House, its intent is to shaw the existing ovndi#ions around the Vaif Village
Club to which the GC will have to restore after�onstruction.
2. Drawing A2.1:
A) Enclased useable space under stair� -3309(�.
SBR pointed out that the area in question with the sewage ejectar will be
separated from the bottam of the s#airs by a 2 hour lid cons#ructed similar
ta detail 3JA7.2. This was acceptable to TOV
H} Sout� Prope�ty L.ine iess than 5 ft. openings prohibited -Tabie 5A
SBR p�inted out that there is a no-build agreement bet�nreen Serrano's
�nd Vail Assc�ci�tes. Owner will provide the building department with a
copy of thi�. Then Sect. 5�4(a)would apply in determining the locatian of
the prvp�rty line and would be acc;eptable to#he TOV
C) Elevatar Permit Required.
S�R will inform th� �GC that he needs to apply for this permit with Frank
iCeelan, the new elevatar inspector.
D) Exit� n�t proper distanoe apart.
The max diagt�nal af the building is 96 fset.
T�te required separati�n is 48 feet betwsen exits.
Wh�n measured, the separation is 4fi'-4" along an exit path and the exit
enclosures are 39 fee# apart.
T�OV Building department will allaw the separatian as drawr�.
3. Drawing A2.2:
Sou#i Wall Openings Prohibited?
TOV will al{ow oper�ings as shown whan Owner pro�ides a copy o#the
No Build Agreement with V�il Assxiates.
4. Drawing A2.3:
A) Mech Ro�m 207? Acxess?
$BR will provide � 2'x7' door between room 207 and Dining 205. 1`his
was acceptable to the TOV.
B) H�n�iicap Refuge Area?
"Sect 1104.2, Exception 2. Exit stairways serving building protected
throughout by an automatic sprinkler system'
Because the building is fully sprinkled, the T�V building department will
allow this exception.
C) Fireplace must be qas.
Fireplace is gas �s showr� on drawing P3 with 55 mbtu in a s/.' ges fine. �
� �
APR-29-1996 10�27 SEMPLE BROWN ROBERTS �.04%07
. � � �
Iv�eeting Notes
Code Corn�rents�teview
25 Apri� i996
Page 3 ?iirTimilPrlla�lyerb
Chuck noted that he h�d yet to review the mechanical and electrical
drawings, I�ut would verify at that time_
D) Firepjl�ce He�rth to Code? See !D 7.8
Atl �ireplaces are factory-buil# and conform to sect 370� of th� `91 UBC.
Hearth extensions �re r�ot required in the type of self contained units
speci#ied. Details or� ID7.B are pure cosmetics_ This was acceptabEe ta
the TOV.
5. Drawing A2.4:
A) Corridor 3()6 needs ta extend to �tair 301.
"Section 3305(�) ....Exit corridors shall not be interrupted by intervening
rooms. EKCEPTION: Foyers, lobbies or reception rooms constructed as
ir�tervening rooms.'
SSR and TQV building department have disagre�ad on the application of
this section of the code.
S�BR cantend�this is a foyer or recepti�n roor� to receive gu�sts as they
come up the stairs or afE the elevator.
TOV contends that this exc�ptian cannot be used bec�use liquor will be
available in this ar�$.
TQV agr�ed to send plan to ICB(�for an official interpretation and will
ir�form SBR of the ruling.
B) Open Stair from 4"'€loor needs 1�" handr�il extensions.
SBR will edd the 12" extension on the right handrai! ta comply wi�h sect.
3�06(i.) of the '9� UBC. This w�s ac:cept�ble to the T�V_
C) Corridor 306 n�eds ta be 44" wide.
SBR will change the walls to pro�ide a minimum clearance of d4° in width_
This was acceptabie to the TOV.
D) Smo�ke Door at elevator apens to a width gre�ter than 'i� of the c�orridor.
SBR will amit the swinging fire door#'.3�6 and provide a siiding fire door.
This also was acceptable to the 7�V.
6. Drawing A2.5:
A) Ladtler and hatch must be appraved by the Fire Department.
1�iAike McGee appro�ed changing the 8'x2'6" roof hatch to a 4'x4'.
SBR did nat knaw if a 4'x4' was an availabl� choicx�, but would check with
the available m�nufacture�'ss.
Mike McGee r�quested � specific distance from the ladder rungs to the
walf ta allow fot fire baats. SBR wiil have GC caardinate.
,��.�,,.��..���... _ _ P.5w�rv. _._
APR-29-1996 1@�27 SEMPLE BROWN ROBERTS �,0�
. • � �
Meeting�Tates
Code Comrnents Review
25 April, 1996
Page 4 :l��tP�c�hb
7. Drawing A9.6:
A) Detail 8 shvws waod. Is it fire resistive with type X sheetrock underneath?
All exterior trim and paneling is spe�ified as FR by the wa�l system notes
o� Drawing A0.0 and in Spec�catiQns 0620Q. There is no type x
sheetrodc direCtly under this trim. This was acceptable to the TQV.
8. Dr�wing A9.4:
A) petail 3 Balcony, Detaii 5 Guardraii and other projec:tians of non-comb
materials, wood veneers fire re#ardant materials.
A�I exteriar trim and paneli�g is specified as FR in Speci�cat�vns Ofi200
and is s�pported on noncomb steel framing to compiy with Sect. 1705(d)2
of the '91 UBC.
TOV requested 8.5x11 carrected details calfing out the FR designations.
B) Carpet requirem�n# is class {I! and handicapped approved.
Carpet specified in lD8.1 is Class tll and meets ADA requ�rements.
II, ADDITIONAL ITEMS DISCUSSED:
1. TQV Building Department asked that the elev�t�r be provided as an acc;essible
means of egress per 1104.1.3 of the '94 UBC.
SBR dis�grees with the interpretation of#he code in that Sectio� 1104.1.3 states
that�Wher� an accessible floor is four or more staries above of below the i�vel of
exit discharge serving that floar, at least one eleva#or shali serve as one
required accessible means of egress."
T�V contends tha#the 4�'floor, which is 3 flaors above sireet level, "is 4 stories
abov�the level af discharge."
S8R contends that the 4"'floo� is only 3 stories above the level af discharge.
1f the e{evator is required ta be an accessible means of egress, then Section
1104.2.2 requires that the e{ev�tor shaft be pressurized in accordance with
Sectiorr 505. Sec:tion 905.8.1 requires that a smoke con#rol system be prorrided
with 2 sources of pawer. This could be in the farm o#an emergency gener�tor.
However, the site and the building do not have the physical room to su,.p-�rt an
emergency generator. TOV may cansider an a(tsrnate leg off of th sar�e\
t'� � ��
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APR-29-1996 10�28 SEMPLE BROWN ROBERTS "'��
• P.06i�7
. � � �
Meeting Notes
Code Comments R�eview
25 April, 1996
Page 5 T,kT�ilt�r('.l�rb
electric8i transform�r if approved by Nolly Crass �nd if we k�sep the elevator as
hydraulic to atlow for manual lawering ofi the cab in an extreme emergency. This
wauld stitl require tha cost and space for a separate wiring route and an
automatic transfer switch.
Not having th�� elevator go to the 4"'floor, is another option propas�d by SBR, as
there are equal facilities on the seaond and third floors for the Apq issue and
therefore the 4""floor is not required to be acr,essible. 7his salution would of
course need ta be approved by the Owner.
TOV will revie�w other options to this requirement and inform SBR of their
deCision.
2. The Fire Chief, Mike McGee also made the following cc�mments.
A) The fre sprinkler raom wil! not be allawed to be acC�ssed thrau�h another
roorr� like #he Massage Room as shawn. Relacate valves to the trash room
ar the boiler room.
B) The�re department connection must be parallel ports and not the "Y"
connection showrt on the architectural drawings. ft must be a rr�inimum of 36"
above grade and na plantings wifl be p�rmitted in front o#it or the drain_
C) No exits wili be allowed to be blocked during construction or afterwards.
D) Na propane tanks wiil be allowed inside the structure during constructian.
E) He wa,ild like for us to m�cimize the separation af roof exhausts �nd roof
in#akes. SBR will have the mgc,hanic�l engineer look at this, but the IDRB
had.limited the amaunt of usable roof area.
F) His final review would be made on the actual shop drawings for the fire alarm
system and the fire sprinkl�r system.
G) He r�rauld require quick response heads for the fre sprinkler system.
3. ADDITIONAL CQMM�NTS FRI�M DAN STAN�K:
A) Dan noted that he had not yet sesn the {etter or paRiae excavation plan
necessary for;the partia{ demolitiQn plan. The GC should have made this available last
week, however, SBR will �fax a copy of the {etter to Dan for his review. Dan s�id this
would be adequate and would make the d�mo & partial exr,�vation permit available by
the ftrst of next week.
B) The two outstanding issues wauld l� resolved before an actual building
permit would be issued.
APR-29-1996 10;28 SEMPLE BROWN ROBERTS ""�
, • P.07i07
. • � ,,�
Meeting NoLe3
Code Comcnents Review
�5 April, 1996
riage 6
7�er�f FF11a�rC.�h
C) The actu�l location af the trash room could be wc�rk�d aut as soon as some
decision was made by the Owner.
END QF MEETING.
This constitutes our und�rstanding of thc items discussed anci the deci�ions will be considered
accurate, bairi��notification within five worlang days.
Reported by: Bo6by R. Thamas, Project Architect
siav�LE aaROw�rT�.aB�Rxs, �.c.
B�Thwd
q:1a96011Lna�inlmeen�tt.?A8
Tnroi o r��
* �
SEMPLE BROWN ROBERTS
1406 LARIMER SQUARE ST.200
DENVER, CO. 80202
APRIL 15, 1996
ATT: BOBBY THOMAS
REF: VILLAGE CLUB
DEAR BOBBY:
FOLLOWING IS MY REVtEW AND INTERPERTATION OF THE CORRIDOR(306) ON
THE THIRD FLOOR OF THE VILLAGE CLUB. I DO NOT SELIEVE TH1S CORRIDOR
COMPLIES WITH THE INTENT OF 1991 UBC. FOLLOWING ARE A LIST OF CODE
SECTIONS WHICH SHOW THIS CONDITION AS NON-COMPLYING.
1) CORRIDOR(306) SERVES AS A REQUIRED EXIT FOR AN OCCUPANT LOAD OF 10
OR MORE SEC.3305(a).
2) THE CORRIDOR CANNOT BE INTERRUPTED BY AN INTERVENING ROOM
SEC.3305(a). EXCEPTION-A FOYER OR LOBBY IS NOT CONSIDERED AN
INTERVENING ROOM.
3) CORRIDORS REQUIRING TWO EXITS SHALL BE ARRANGED SO AS TO BE ABLE
TO GO IN EITHER DIRECTION SEC.3305(e).
4) TWO EXITS ARE REQUIRED BY SEC.3305(a).
IF YOU HAVE ANY QUESTIONS PLEASE CALL ME AT 479-2325
SINCERELY,
CHARLES FELDMANN
CC:FILE
D. STANEK
F.�1
� APR-15-�9�� 11��5 SEMFLE BROWN ROBERTS •
.. � 5 � M P L E
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-26-1996 09�15 SEMFLE BROWN R�BERTS P.�2
r _. . . � �
'�, I� �h�rd Weing�rc�t �t�r�sult�r�ts �n�
Prof��sic�n:al 1-nr��nt.�r.,
12 April 14�b � �-- -. . . - . ...�..�
,��?r��"t
Semple Bro Roberts, P.�. ���� '
406 Larimer quare,S�ute 2iXl p ��1.�„. � '� ;
Denver,CO $0202 � �
'���' 1°5 ��5 �- ',
Attr�: Mr. �rnic Pyle { ,-•
.s. � • v:.l�l����r
�gPr/���uU . u4141r�� ��N
�': v� ���L �,•,'..'..,.�-�.��i:3, �V•
RW yt'�OU .�.�.,.... . ..
• .� • .. , �
Gendemen; �� �
P�ease find e#�clased n�arrlcea up plan of A.1.3 (demolition plan). W�understand that the
Cpniarauctor wfiistzes to obtain an excavation pe�nmit from the Gity in ad.vance of final
detemiinatio c�f the fi�undarivn ec�nclitions alon�the Gotden lPeak�Iouse side.
We have dis ussed this woxk dvith the stivctural engineer far the Goid�n Pe�k house(JVA
Engineering) and have marked this plan�pr�opriately. The excavarian within $feet of the
Galden Peak house is not to be any de�per than the top of the existing footings. From this
pc�int th� exc vation can be saoged downv��ard fr+orn at� 1:1 �lc�pe,or a��therwise approved
by the Sails ngineer,to the required bottorn elevaiion. This procedure should a11ow
adeq,uate sup ort and stability for the Gal�en Peak House fcxa�ng� and allaw for much oF
t�1�S3i8�xC3. ��On t�ta�C��18CC 3i�liS t12]�.
As always w appreciate the Qpportunity of di�cussing with yQU ou�r opinions in further
detail at yo request» �lease contact us with any quesdc�ns yQu rr�ay h�ve.
� + �1 ��,
.``V� ���J?''�
� ��RDT Cf3NS�TANTS, INC.
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s725 E.Nampder�A enue, Suftc 200, Denver,C08U231, (3o3y 67i-70a3, F�x:(303)67i-7378 FUUnd�'U irl 1qb6
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TOTAL P.@2
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��y
TOWN OF VAIL �
75 South Frontage Road Departrnent of Community Development
Vail, Colorado 81657
303-479-2138/479-2139
FAX 303-479-2452
�'�� � ��� �
�
April 11, 1995 -
Mr. Mark Donaldson
Victor Mark Donaldson, Architects
P.O. Box 5300
Avon, Co. 81620
Re: Serrano's
Dear Mark:
At the April 5, 1995 Design Review Board hearing, the DRB voted 5-0 to approve the Serrano's
development with the following conditions:
Prior to the issuance of a building permit, the applicant shatl amend the drawings to show:
1. Additional planter walls shall be designed in front of the condenser and the air intake on
the east side of the building. The height of these walls in front of the utility equipment
shall be 30 inches. The height of the walls immediately adjacent to the walkways shall be
18 inches.
2. The soil retained by the planter walls must be as high as the back side of the planter
walls.
3. A stucco cap must be added to all fourth floor balconies. The cap must include a reveal
on both sides.
4. Staff will review the screens proposed to cover all mechanical equipment on the roof.
Additional mechanica! eguipment can not be added to the roof in addition to that shown
on the model at the Design Review Board hearing. The goal is to not only screen the
mechanical from the north and eastern views, but also to screen it from southern vantage
points.
5. The two aspens on the northeast corner of the site shall be a minimum 3.5 inch caliper.
6. The planter on the northwest corner of the site shall be modified to reflect the undulating
shape of the other planters around the building. The northeast corner planter must
include two aspens, a minimum of 3.5 inch caliper. The paver walkway in front of the
planter shall connect with the paver walkway of the Golden Peak House. The two
walkways must be the same width. The walkway shall wrap around the planter and
connect to the paver walkway in front of the main entrance of the Serrano's building.
�
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There will be allowed a slight variation of width as the walkway wraps around the
undulating planter. �
7. All gas meters shown on the northeast corner planter shall be removed. No mechanical
equipment shall be allowed on the north side of the building.
8. The applicant shall add a double row of soldier-course pavers to all walkways.
9. The percentages of the site coverage on the roof area shall be corrected or verified. At
this time there are minor (.3 percent) differences between the staff's calculation of site
coverage and the appticant's. Verification shall be completed prior to submitting for a
building permit.
The following represent the conditions of approval attached to the project at the Planning and
Environmental Commission (PEC) and Town Council (TC) hearings of March 13, 1995 and March
21, 1995. Some items on ihe list have been deleted as the drawings have been changed to
reflect the requirements and they no longer need to be included as conditions. Those are shown
in over-strike. Some drawings have been modified by the DRB. Those are shown in regular text
with the modifications shown in bold.
1. Amend the drawings to include modifications to the southern Mill Creek Bridge abutment
to match ihe improvements made by the town on the northern side. The stonework
proposed on the southern bridge abutment will include a cap. No other rock work
on the Serrano's site will include a cap.
2. Screen all utility equipment with shrubs. If utilities are to be relocated for any reason, the
appticant shall return to the PEC for location approval. The applicant shall replace any
trees that die or that are removed during the construction process. After the
applicant plants the minimum of shrubs specified in the approved landscape plan,
staff shall inspect the site to verify that what is shown on the plans adequately
screens the equipment. If the staff determines that additional shrubs are needed,
the applicant shall plant additional shrubs, as determined by staff.
3. Match the exterior staircase on the southern side of the site to the staircases the Town
has recently completed in the Mill Creek Court area.
, �
5. Document that the proposed locations for the mechanical equipment are screened from
view and are outside all adopted view corridors. The documentation shall be provided by
a licensed surveyor. $
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9. Prior to issuance of a building permit, the applicant shall define the third floor office space
and record a deed restriction at the Eagle County Clerk and Recorder and stall stipulate
that this area may only be used as a commercial office and that any conversion of the
area to residential purposes shall be deemed a violation of the Town of Vail Municipal
Code.
10. Future aperation of the exterior decks shall be in compliance with all municipal
ordinances, specifically the noise ordinance.
Details which are included as part of the proposal but are not of conditions of approval include
the following:
1. All flower boxes shall be irrigated.
2. The rock walls and planters shall be designed without a cap.
3. Three village lights shall be installed adjacent to the pedestrian walkway.
4. All sidewalks shall be snowmelted.
pA�ei2
5. The�apsr mix used in the walkways shall be the"Vail Blend" and shall include a double
soldier coarse/course.
6. If a wall graphic or sculpture is to be provided west of the main entrance, the DRB shall
review and approve it prior to installation. ,
Please call me at 479-2138 if you would like to discuss any of these items.
Sincerely,
�� ������ �
Andy Kra.�dt�en
Senior Planner
t:lsvsryonelrMyV etlert�da W dso.411
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� ' � � 303/949-5200
, FAX/949-5205
� — -- - - -- —
--- VICTOR MARK DONALDSON ARCHITECTS, P.C.
ARCHITECTURE • PLANNING • INTERIORS f3ox 5300 • Avon, Colorado 81620
DETAIL PACKAGE FOR:
i .
VAIL VILLAGE ���
,1�.
�:�t.— � W THE
TOP 4F BRIDGE �=�� ' HISTORICAL
STREET �� CYRANO'S
LOCATION
� a � ti� � a
DESIGN REVIEW BOARD MEETING
Apri15, 1995
Contents:
A. GABLE END SOFFIT DETAIL
B. FASCIA DETAIL
C. SOFFIT HEADER DETAIL
D. BALCONY RAIL DETAIL
E. STUCCO RELIEF DETAIL
F. WINDOW HEADER/PLANTER BOX DETAIL
G. COPPER AWNING DETAIL
H. ROCK WALL DETAIL
I. SECTION AT PLAZA
J. DETAIL AT DECK
K. EXTERIOR LIGHTING CUT-SHEET
. . � �
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Town of Vail
75 South Frontaqe Road
Vail, Colorado 81657
(303) 479-2138
Plan analysis based onCode
the 1991 Uniform Building
Name: VAIL VILLAGE CLUB
Project Number: PRJ96-0023 Date: April 10, 1996
Address: 298 HANSON RANCH RD. Contractor: J.L. VIELE CONST.
Planner: Jim Curnutte Architect: SEMPLE-BROWN
Occupancy: B2.A3 Engineer: BELLEFEUILLE
Type of Const: II-FR plans Examiner: C.R. FELDMANN
NOTE:The code itossibletcodenrequirements inethet1991eUBCa It bs a guideeto
listing of all p
selected sections of the code.
Sprinkler system throughout the building
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE2PROTFeetON
NORTH Public way 39 .0 Feet
44.0 Feet 23 .0 Feet
EAST Public way 2 0 Feet 2.0 Feet
SOUTH Property line 0.0 Feet 0.0 Feet
WEST Buildinq
Area increased 23 .75� for open area on 2 sides.
FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS
- - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -
- - - - -
ok 1085 37001 0.03 ok
4 Lounge/Dininq Room A3 ok 4�0 49376 0.01 ok
4 Stairs,Halls,Closets B2 1555 40034 0.04 ok
TOTAL FOR FLOOR B2 ok 244 49376 0.00 ok
3 Dining Room#3 B2 ok 351 49376 0.01 ok
3 Dining Room#2 B2 ok 305 49376 0.01 ok
' 3 Dining Room#1
ok 535 49376 0.01 ok
3 Lounqe/Dining Room BZ ok 117 49376 0.00 ok
3 Office ok 2p76 49376 0.04 ok
3 Stairs,Halls,Closets B2 3628 49376 0.07 ok
TOTAL FOR FLOOR B2 ok 685 49376 0.01 ok
2 Dining Room ok 4S3 49376 0.01 ok
2 Kitchen(Commercial) B2 ok 593 49376 0.01 ok
2 Lounge/Dininq Room B2 ok 352 493?6 0.01 ok
2 Dininq Room #2 ok 1543 493i6 0.03 ok
2 Stairs, Closets,Ha11 B2
. , • .
.
TOTAL FOR FLOOR 3656 49376 0.07 ok
ok 1186 37001 0.03 ok
1 Lounge/Dining Room A3 ok 41g 49376 0.01 ok
1 Retail Sales Room B2 ok 668 49376 0.01 ok
1 Retail Sales Room#2 B2 ok 1458 49376 0.03 ok
1 stairs,halls,closets B2 3731 44631 0.08 ok
TOTAL FOR FLOOR B2 ak 515 49376 0.01 ok
B Stock Room B2 ok 1542 49376 0.03 ok
B Locker Room B2 ok 223 49376 0.00 ok
g Waiting Room ok 2110 49376 0.04 ok
B Halls, Closets,Stair B2
TOTAL FOR FLOOR 4390 49376 0.09 ok
BUILDING TOTAL 12570 93125 0.13 ak
The actual heiqht of this building is 43.0 feet.
The maximum height of the building is 160.0 feet. - - Table 5-D
EXTERIOR WALL FIRE R.ATINGS AND OPENING PROTECTION
Table 17-A & Sec. 1903 . (a)
NORTH
EAST SOUTH WEST
OCC BRG NON-BLG PROT WALLNOWALLG PROT WALLNOWALLG PROT WALLNOWALLG PROT
WALL WAL 4hr 4hr NOP
g2 2hr 1hr None 2hr 1hr None 4hr 4hr NOP 4hr 4hr NOP
A3 4hr lhr None 4hr lhr None 4hr 4hr NOP
The exterior walls are required to be of NONCOMBUSTIBLE material. Sec.1901.
None - - No fire protection requirements for openinqs.
Prot - - Openinqs are to be protected with 3/4 hr fire assemblies. 50� of the
area of the wall maximum. 5ec. 504. (b) & Sec.1903. (b)
Maximum single window size is 84 sq.ft with no dimension
greater than 12 feet. - - Sec. 4306. (h)
NOP - - Openinqs are not permitted in this wall.
OTHER BUILDING ELEMENTS T�TING7 A NOTES
ELEMENT MATERIAL
Interior Bearing wall Noncombustible 2 hr See Footnote #5
Interior nonbrq wall Noncombustible 1 hr
Structural Frame Noncombustible 2 hr See footnote #1
Exterior Struct Frame Noncombustible 2 hr
Shaft Enclosure Noncombustible 2 hr See Footnote #11
Floor/Ceilinq Assembly Noncombustible 2 hr See Footnote #8
Roof/Ceiling Assembly Noncombustible 1 hr See Footnote #14
Stairs Noncombustible None
�
� NOTE: See Sec. 1706. (a) for Shaft Enclosure exceptions.
FOOTNOTES: ermitted or
1) Elements in an exterior wall located where openinqs are not p
where protection of openings iired�foreexterior bearingeWallsaorlthe
� external fire exposure as requ
structural frame, whichever is gbeaused withinlinteriorfnonnbearing
4) Fire-retardant treated wood may
lhr wall assemblies. - - Table 17-A, footnote #2
� • • • .
,
5) Nonload-bearing walls within a tenant space that are not part of a
lhr corridor may be of:
a) Noncombustible (nonrated) materials
b) Fire retardant-treated woodmaterial) - - Sec. 1705. (b) 1.
c) One-hour construction (any
8) If roof is greatir3�4ainch thickasolidfcore�orenoncombus�tible1door
11) A self-closing,
is required between the basement and the lst floor.
- Sec. 1703.
- - ec.
14) Finish material on stairs to be hard noncombustible materials.
1905. .
17) The ceilinq of the basement is required to be protected with 1hr fire-
resistive construction and doors to basements are required to be of
noncombustible construction or 1 3/4 inch S.C. wood. - - Sec. 1703.
OCCUPANCY SEPARATIONS - - Table 5-B
B2-A3 Ohr Offices less than 25� of major use do not require a
r separation. - - Sec. 503 . (a) ex #2B
ADDITIONAL SEPARATIONS
FOR B2 OCCUPANCY:
A lhr occupancy separation is required around rooms cou�aininSec.b'708er or
central heatinq unit qreater than 400,000 BTU inp
FOR A3 OCCUPANCY:
A lhr occupancy separation is required around rooms containing a boiler or
central heating unit qreater than 400,000 BTU input. - - Sec. 608.
EXIT REQUIREMENTS:
FL NAME OCCUPANT NUMBER EXIT PANIC RATED DOOR NOT
' LOAD REQUIRED WIDTH HDWR CORRIDOR SWING
- - - - - - - - - - - - - - - - - - - - - - - - -
4 Lounqe/Dining Room 72 2 1.2 Yes YeS N%R 4
5 1 0.1 No No
4 Stairs,Halls,Closets 7� 2 1 9 YeS yes Out
TOTAL 16 1 0.3 No No N/R
3 Dining Room#3 23 1 0.4 No No N/R
3 Dininq Room#2 20 1 p.3 No No N/R
3 Dining Room#1 36 1 0.6 No Yes N/R
3 Lounge/Dining Room 1 1 � � No No N/R 11
3 Office 1 0.3 No No N/R
3 Stairs,Halls,Closets li� 2 2 9 No Yes Out
TOTAL 46 1 � g No yes N/R
2 Dininq Room p.0 No No N/R
2 Kitchen(Commercial) 2 1 N/R
40 1 0.7 No Yes
2 Lounqe/Dining Room 23 1 0.4 No No N/R
2 Dining Room #2 15 1 0.3 No No N/R
2 Stairs, Closets,Ha11 126 2 3.2 No Yes Out
TOTAL 79 2 1,3 Yes Yes Out 4
1 Lounge/Dining Room 14 1 � 2 No No N/R
� 1 Retail Sales Room 22 1 0.4 No No N/R
' 1 Retail Sales Room#2 15 1 0.3 No No N/R
1 stairs,halls,closets
. . • •
�
130 2 3.2 Yes YeS N�R
TOTAL 2 1 0.0 No No
B Stock Room 31 Z 0.5 No Yes N/R
B Locker Room 15 1 � 3 No No N/R
B Waitinq Room 0.3 No No N/R
B Halls, Closets,Stair 69 2 3 2 No yes Out
TOTAL
Rated corridors are to have lhr fire protection on both sides °�otectedand
ceiling. - - Sec. 3305. (g) Door openinqs are required to be p
with 20 minute assemblies and window openings are required to be protected
witl� labeled 3/4 hour assemblies.
- - Sec. 3305. (h)
In areas where 2 exits are required, the minimum separation is 1/2 of the
maximum diagonal of the area or floor. - - Secan3Q�cupant load of 50 or more.
Exit signs are required from all areas serving
- Sec. 3314. (a)
Door swing is based on Sec. 3304. (b) except as noted.
Occupant load is based on Table 33-A.
Numbe� of exits is based on Table 33-A except as noted.
Exit width is in feet and based on Sec. 3303• �b�ually amonq exits.
Exit width is to be divided approximately eq
Width shown for all areas is based on other exits. (�•2)
Width shown for 1st floor is based on other exits. (0.2)
Width shown for other floors & basements is based on stairways. (0.3)
For the minimum width of doors, see Sec. 3304. (f)
For the minimum width of stairways, see Sec. 3306. (b)
FOOTNOTES:
' 4) Panic hardware is based on Sec. 3317. (d) •
See exception for main exit in A-3 occupancies and churches.
11) Corridors within a tenant occupant load lesexcha#5100 may not
require a rated corridor. - - Sec. 3305. (g)
HANDICAPPED ACCESS: rimary entrance
1) Handicapped access is required to at least one p
to this buildinq. - - Sec. 3103. (a) & (b) 3.
2) If a ramp is used for handicapped access, the max slope is
1:12. - - Sec 3307. (c)
Handicapped access may not be required to levels other than the primary
entry level. - - Sec. 3103 (a) exc #2
STAIR NOTES:
The maximum rise of a step is 7 inches and the minimum run is 11 '_nc es.
- Sec. 3306. (c)
The minimum width of a stairway is 36 inches, 44 inches if the occupant loa
is qreater than 49 . - - Sec. 3306. (b)
Also see exit table above to see if minimum width is qreater than 44 inches.
� • . • �
1
Provide handrails on both sides of a stairway 34 to 38 inches above the
nosing. - Sec. 3306. !])
(May be on one side if less than 44 inches wide) -
Provide a guard rail where drop off is greater than 30 inches. Minimum height
= 42 inches, maximum opening size = 4 inches. - Sec. 1712• (a)
The minimum headroom is 6 ft. - 8 inches. - - Sec. 3306. (0)
Enclosed usable space under the stairs is required to be protected as required
for lhr fire-resistive construction. - - Sec. 3306. (1)
Stairways are required to barenrequiredctosbeeS2 hr fire assemblies.
The walls of the enclosure
The openings �9ntc)tNoteX10peningsllintorenclosuredare limited2torthosemblies.
- Sec. 330 (
necessary for exitinq normally occupied spaces.
A connection to the exterior is required with the same fire protection as the
exit enclosure. - - Sec. 3309 . (d) of office buildings with an
See exception for exitinq through lobby
automatic sprinkler system on the entire street level floor.
A barrier is required at grade level. - - Sec. 33�no�ebe used for any purpose.
The space under the stairs (enclosed or not) may
- - Sec. 3309. (f)
At least one st4i 2ay isSec�u3306. �n�extend to the roof unless roof slope is
greater than
Provide a landing within 1 inch (1/2 inch at doors used for handicapped
access) of the threshold. - - Sec. 3304. (1) th is 44 inches.
The minimum width is same as door width and the minimum leng
- 5ec. 3304. (7)
The maximum travel distance in this building is 200 feet.
- - Sec. 3303. (d)
ROOFING REQUIREMENTS:
1) The roofing on this buildinq is required to be Class B or better.
- Table 32-A
2) See section 3204. and ICBO research reports for requirements.
AUTOMATIC SPRINKLER SYSTEMS:
If there are 100 or more sprinklers, the automaticoTP�emoterstation servicee
supervised by an approved central, proprietary,
or a local alarm which will give an audible signal at a constantly
attended location. - - Sec. 3803.
STANDPIPE REQUIREMENTS:
A class I standpipe is required. - - Table 38-A
A hose is not required. - - Table 38-A •
FOOTNOTES:
1) The location is to be per Sec. 3805. (c) , (d) ,and/or(e)
2) A standpipe is not required in the basement. - - Table 38-A, footnote 1
� � � � .
• �
WALL AND CEILING FINISH: with
1) Wall and ceilinq finish materials are required to comply
Sec. 4204. (a) and Table 42-B.
2) Carpetinq on the ceilinq is required to have a Class I flame
spread rating. - - Sec. 4204. (b)
3) Textile wall coverings shaautomaticlsprinklerseorpmeet theing.
and shall be protected by - Sec. 4205.
acceptance criteria of U.B.C. Standard No. 42-2 -
INSULATION NOTES:
1) Al1 insul�in° ofa25rorllesslandna maximum smokeedensedyto�fh450,a lame-
spread ra g
- Sec. 1714. (c)
2) Foam plastic insulations are required to be protected. - - Sec. 171 .
GLAZING REQUIREMENTS:
All qlazinq in hazardous locations is required to be of safety
qlaziriq material. - - Sec. 5406. (d)
ADDITIONAL REQUIREMENTS:
For B2 occupancy
All restaurants or food service operations shall be reviewed by t e
Town Of Vail environmental health officer roval�mA1$75Cfood
wall and ceiling finish, and equipment apan check.
service review will be charged to suchrovide natural or
In all areas customarily occupied by humans, p
artificial light and ventilation. - - Sec. 705. (a) &(b)
For A3 occupancy artment approval is required prior to
The Town Of Vail Fire Dep Fire alarm design and fire
occupancy of all A occupancy.
sprinkler design and installation shall be as per approved
drawinqs.
All restrurant and food service operations shall be reviewed by the
Town Of Vail environmental health officer for compliance to
wall and ceiling finish, and equipment. A $75 food service
fee will be charqed to all plan checks for such projects.
Permanent platforms shall be constructed of maSec1d3902s required for
the building type of construction. - urpose (includinq
If the area under the platform is used for any p
storaqe) other than equipment wirinq or plumbing, then the
floor construction shall be not less than 1 hour fire
resistive. - - Sec. 3902.
Floor-lst Occupancy-Lounqe/Dining Room
The capacity of this area is required to be posted at 79 occupants.
� - - Sec. 3302. (c)
� Floor- 4th Occupancy-Lounqe/Dininq Room ants.
�
The capacity of this area is required to be posted at 7 occup
- - Sec. 3302 . (c)
. � � �
• � -
HANDICAPPED REQUIREMENTS:
NOTE: Section numbers listed below are from ANSI A117.1 - 1986
WATER FOUNTAINS: -
1) One must have a spout within 36 inches of the floor. - Sec. 4.15.
2) Spout must be at the front of the unit. - - Sec. 4.15.3
3) Controls must be at or near the front of the unit. - - Sec. 4.15.4 &
4.25.4
4) A cantilevered unit is required to provide a clear areaSecae4.15e5u(1) o
27 inches high, 30 inches wide, and 17 inches deep.
5) A clear area of 30 X 48 inches is required aroach withtalcantilevered
area is required to provide for a forward app
unit and for a side approach otherwise. - - Sec. 4.15.5 & Fig.27 b.c,d
TOILET FACILITIES: ace is required in the toilet room.
1) A 5' diameter unobstructed turninq sp
- - Sec. 4.2.3 & Fig. 3 (a)
2) When water closet is not in a compartme�h,atsidelapproach_required is:
a) 48 inches wide by 56 inches deep
� - Sec. 4.16 .2 & Fig• 28 �,,iith a front approach.
b) 48 inches wide by 66 inches deep
- Sec. 4.16 .2 & Fiq. 28 With both approaches.
c) 60 inches wide by 56 inches deep
- Sec. 4.16 .2 & Fiq. 28
d) Side bar is required to start within 12 inches of the back wa129and
extend to 54 inches from the back wall. - - Sec. 4.F6g4 29Fiq.
The rear bar is required to be 36 i�heeareanrequired is:
3? When water closet is in a compartment,
a) 56 inches deep by 60 inches wide with a grab bar at the back and one
at the side. Door is at front or side. - - Fig- 30 (a) or
b) 66 inches deep by 36 or 48 inches wide with grab bars on both sides
and door at front. - - Fig. 30 (b)
d) If a floor mounted water closet is used,
the depth dimension
shown above must be increased 3 inches. - - Fig. 30 (a) & (b)
e) Side bars are required to start within 12 inches7o56ah& 7a56bwa11 and
extend to 54 inches from the back wall. - - Fig.
The rear bar is required to start within 6 inches of the side wall
and be 36 inches lonq. - - Fig• 30 (a) 2g �a) , (b) &
4) The bars are to be 33 to 36 inches above the floor. - - Fig.
Fiq. 30 (c) , (d)
5) The top of the seat on the water closet is required to be 17 to 19 inc es
above the floor. - - Fiq. 29 (b) & Fig. 30 (d)
6) Urinals are required to be stall type or have an elon29(c�1 rim and be
within 17 inches of the floor. - - Sec. 4.18.2 & Fig.
7) A clear area of 30 X 48 inches is required in front of the urinal.
- Sec. 4.18.3
8) Accessible lavatories shall provide a clear area under the lavatory o
� 29 inches. - - Sec. 4. 19.2.1 & Fig. 31
9) A clear area of 30 X 48 inches is required in front of the lavatory.
�� - - Sec. 4.19.3 & Fig. 32
10) The bottom of mirror is required to be within 40 inches of the floor.
- - Sec. 4.19.6 & Fig. 31
�
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(97p) 949-6277
Fax; (97(l) 949-7045
F1�1X TRA.NSMISSYON �O'V'��L S�T��T
,I�ate: April 10, I996
�''p: J'Yrrt Currautte
Fux: 4�J 2452
. �c: Trush ,�ackup Plar� and Parlcing
Sender: Glenn M. HeeJan
�''(�Cl'S!y'OC.IL�' RECEIVF 3 PAGE{�), INCLi.IDI.t'�G TX�'XS C,'n'V�:It Sl�!'F�;"1: �"F
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Dear )a�n,
E�t��osed pltase �nd the frst floor drawing and cross sectian with respect to the t.�r�sh
back up plan. I hope this is what you needed.
Additivnally, you mentiorted l�st week that yau t�ougk�t�'ou tnight have �our �arlung
C�l�ttla�ivxts done b� the Monday. Co«ld you F�-►x a r.opy t.o me?
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ZONING ANALYSIS
Zoning: Commercial Core I(CCI)
Lot Area: 4,646 square feet
The bold text indicates the standards which require variances.
Allowed�Required Existing
b Zonin Develooment
Height: 60�,or 33 ft or less Approx.25 ft
40�,33 feet to 43 feet
Per the Vail Village N: 1
Setbacks:
Urban Design Guide Plan S: 2.5'
GRFA:
-�+on Area:
Dweiling Units:
Site Coverage:
80%of siie or
3,716.8 sq.ft.
35�of allowable GRFA
or 1,300.9 sq.ft.
25 units per acre or
2.6 for the site
80�of the site or
3,716.8 sq.ft.
E: 0
W: 0'
0 sq.ft.
PEC Approved
March 13.1995
60.0°/at 33'
40.0%at 43'
N: 1'
S: 1'
E: 1'
yy: 0'
3,507 sq.ft.or 75.5%
0� � 3,446 sq.ft.common area
-209.9 sa.ft.unused GRFA
3,236 sq.ft or 89.4%
� 1 dweiling unit
3,476.5 sq.ft.or 74.8� 3,900 sq.ft.or 83.9%
+ 168 sa.ft.off-site trash chalet
3,644.5 sq.ft.or 78.4�
DRB"
M5/95
59.9%at 33'
40.1%at 43'
3,649 sq.ft.or 78.5%
2,411 sq.ft.common area
-67.8 sa.ft unused GRFA
2,343.2 sq.R.or 63.0°h
1 dwelling unit
3,729.8 sq.ft.or 80.3%
Per the Vail Village hardscape-769 sq.ft.x 20%=154 sq.ft. hardscape(498)(.20)=99.6 softscape=
Landscaping: softsca e=215.0
Urban Design Guide Plan softscape- 49 sa.ft. Total: P =314.6
. total- 203 sq.ft.
ResiauranUBar-27 spaces required 42.7 spaces 47.9 spaces
Parking:` Per the Town of Vail -27.0 spaces -27.0 spaces
Parking Standards 15.7 spaces 20.9 spaces
Perthe Town of Vail One required,none provided One required,none provided. One required,none provided.
Loading: No changes to loadi�g and No changes to loading and
Loading Standards(1 berth) delivery status. delivery status.
� �,, 19 feet 19 feet
�':•reek Setback: 30 feet 30 feet
5,082 sq.ft.
9,391 sq.ft. 9,158 sq.ft
Total commercial area: �a
Total floor area: n/a
5,082 sq.ft. 16,044 sq.ft. 16,011 sq.ft.
'As this property is located in CCI,all parking that is required for the project must be provided by paying into the parking fund. The applicant shall be required to pay the parking fee that is in effect at the time the building permit is issued.
"The DRB did not review the PEC memo or this chart. The purpose of this chart is for record keeping only and reflects the highlighted sections of the most recent drawings.
f:�everyone\pec�nem as�serran o.410
�,
Basement
1 st
2nd
3rd
4th
Total
GRFA
2,457 sq.ft.
i.i s2 Sa.n.
3,649 sq.ft.
GRFA
3,649 sq.ft.
2.5 spaces
47.9
f:�everyone�pec\memos�serrano.410
!
1
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�
EXHIBIT A
FLOOR PLAN ANALYSIS FOR DRB-4/5/95
Updated 9/20/95
Chart 1—Floor Area
Commercial
1267+268 sq.ft.
854+191 +1920=2965 sq.ft.
525 sq.ft.
5,025 sq.ft.
Commercial
4,232/300
14.1 space
Common Area Office
786 sq.ft. ---
639+137=776 sq.fi. ---
39+173=212 ---
4+188.5+176+131=499.5 sq.ft 221 +227
133.5+4=137.5 ---
2,411 sq.ft. 448 sq.ft.
Chart 2--Parking
Common Area
0
�
Office
448/250
1.8 spaces
Restaurant
1,773
2,705 sq.ft.
4,478 sq.ft.
Restaurani
2,220+1325=3545
29.5 spaces
„ _, , , a - . ar , , ,
C,� sign Review Action F, .�m
TOWN OF VAIL
,�
��
�
Category Number
Date �tY}r-� � � l � 9 �
Project Name: ' '� `
Building Name: ��'1 �
�� .� �, c e �. � / • ?�t� a ,.., �f
Project Description: �..
� - .�- - / � � i, f .� , �
r'
r �a :�_ .C._. ,. . ' /
m z'�
Owner, Address and Phone: �f� ' '`''�`� '�
�� ; ;' �..K C._ (1 � c t �}� !_S ; .
Architect/Contact, Address and Phone: �
�' z
�” ;:•�, c' I �
ti ,.-- � � / '`� Zone District '�' � �
Legal Description: Lot � Block L Subdivision �r� l U� �`
Project Street Address: � �� r� � " ° 4� ` ` ' ` '
Comments
Board / Staff Action
� � Vote: �' '� � ' ��
, ,
Motion by: � �{
; ;
Seconded by: � `�' ""�--
� Approval
, .
❑ Disapproval
❑ Staff Approval I . �
T"
Conditions: �� �
l�
- ,�
r° ���� ',� � -
Town Planner , -
� ' '������ DRB Fee Pre-paid �� �7 � �`�� � t �
Date:
�"' �_
�
ZON�NG ANALYSIS
�
Zoniri'y: Commercial Core I(CCI)
Lot Area: 4,646 square feet
The bo�d text indicates the standards which require variances.
Allowed/Required Existing
b Zonin Develoomern
Height: 60�,or 33 ft or less Approx.25 ft
40°/,33 feet to 43 feet
Setbacks: Perthe Vail Village N: 1�
Urban Design Guide Plan S: 2•5'
GRFA:
Common Area:
Dweliing Units:
Site Coverage:
S0�of site or
3,716.8 sq.ft.
35q of allowable GRFA
or 1,300.9 sq.ft.
25 units per acre or
2.6 for the site
80%of the site or
3,716.8 sq.ft.
E: 0
W: 0'
0 sq.ft.
PEC Approved
March 13.1995
60.0%at 33'
40.0%at 43'
N: 1'
S: 1'
E: 1'
W; 0'
3,507 sq.ft.or 75.5%
0 sq.ft. 3,446 sq.ft.common area
-209.9 sa.ft.unused GRFA
3,236 sq.ft or 89.4%
0 1 dwelling unit
3,476.5 sq.ft.or 74.8� 3,900 sq.ft.or 83.9%
+ 168 sa,ft.off-site trash chalet
3,644.5 sq.ft.or 78.4�
DRB
4/5/95
59.9%at 33'
40.1�at 43'
��
3,649 sq.ft.or78.5%
3,204 sq.ft.common area
-67.8 sa.fl unused GRFA
3,136.2 sq.ft.or 84.4%
1 dwelling unit
3,729.8 sq.ft.or 80.3%
Landscaping: Per the Vail Village hardscape-769 sq.ft.x 20%=154 sq.ft. hardscape(498)(20)=99.6 softscape= �Z
Urban Design Guide Plan softscape- 49 sa.ft. softscape=215.0
total- 203 sq.ft. Total: =314.6
Per the Town of Vail RestauranUBar-27 spaces required 427 spaces 47.9 spaces
Parking' -27.0 spaces -27.0 spaces
Parking Standards
. 15.7 spaces 20.9 spaces
Per the Tow�of Vaii One required,none provided One required,none provided. One required,none provided.
Loading: No changes to loading and No changes to loading and
Loading Standards(1 berth) delivery status. delivery status.
Mill Creek Setback: 30 feet
30 feet 19 feet 19 feet
5,082 s ft. 9,391 sq.ft. 9,158 sq.R
Total commercial area: n/a 9•
Totai floor area:
n/a 5,082 sq.ft. 16,044 sq.ft. 16,011 sq.ft.
'As ihis property is located in CCI,all parking that is required for the project must be provided by paying into the parking fund. The applicant shall be required to pay the parking fee that is in effect at the time the building permit is issued.
f:�everyone�pecUn emas�erran o.410
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EXHIBIT A
FLOOR PLAN ANALYSIS FOR DRB-4/5/95
Chart 1--Floor Area
GRFA Commerciai Common Area Office Restaurant
1267 s ft. 1,054 sq.ft. --- 1,773
Basement --- q•
1 st --- 854+191 +192Q=2965 sq.fl. 639+137=776 sq.ft. ---
---
525+39+173=737 --- 2,705 sq.ft.
2nd --- ---
3rd 2,457 sq.ft. --- 4+188.5+176+131=499.5 sq.ft 221 +227
4th 1.192 sa.ft. --- 133.5+4=137.5 ---
---
3,204 s ft. 448 sq.ft. 4,478 sq.ft.
3,649 sq.ft. 4,232 sq.ft. q•
Chart 2--Parking
GRFA Commercial
Common Area Office Restaurant
3,649 sq.ft. 4,23?J300 0 448/250 2,220+1325=3545
2.5 spaces 14.1 space 1.8 spaces 29.5 spaces
Total: 47.9
f:\everyone�pec�memos�serrano.410
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- 7 E G�P �
7. A request for a major exterior alteration in the Commercial Core I zone district and site E
coverage, stream setback and common area variances, and conditional use permits to
allow office on the third floor and to allow an outdoor dining deck to provide for the
redevelopment °rano's, located at 298 Hanson Ranch Road/Lot C, Block 2, Vail
Village 1 st Filing.
Applicant: Margretta B. Parks and Vail �s�clates, Inc
�f
Planner: Andy Knudtsen
Greg brought the meeting back to order.
Andy Knudtsen presented the model to the public and PEC in order to explain the project.
Andy presented the staff memo. The most significant change note�f was that a portion of
the building's first, second and third floors had been removed at the northeast corner.
Trees remain where they are, some trees to be transplanted. Overall size has been
pulled back from property lines. Landscaping area increased. Floodplain modification no
longer needed. Mechanical equipment will need to be screened. Building as currently
designed is 83.9% site coverage. All criteria, concerns and statistics presented in staff
memo. Andy discussed the conditions of approval as outlined in the staff inemo. Andy
reviewed some of the aspects of the proposal including that the trash removal is
coordinated with Golden Peak House from the basement. Roofs need to appear
consolidated and uniform. Roofs also need to be integrated. Architect has taken third
floor roofs and wrapped them up to the fourth floor penthouse and created a unified
whole. Depths of eaves is now in conformance with the Vail Village Master Plan. Facade
has acceptable differentiation between first and second floor. Balcony railing has an
alpine character and adds to character of building. No concerns regarding building
accents. Aspen will be planted up next to the building. Staircase should be finished in
sandstone. Walkways will be snow melted all the way around. This project is in
conformance with the Vail Village Master Plan.
Mark Donaldson responded to staff comments. Deed restriction of office space may not
be the proper vehicle to use but rather CCR's on the condominium plat. Owner would like
the 250 to apply to the office space for future owners. Reducing floor height by 6" is not
something the architect is able to do and still accommodate electrical, mechanical and
plumbing for the building. Building height requirements are met without reducing floor
height. Concerning the screening of inechanical equipment, all roof top penetrations w+ll
come up through two stucco chimney elements in the roof. May be able to extend a wing
wall behind roof top exposures.
Mark Donaldson discussed the site coverage variance. The devetoper will be providing a
walkway, landscape improvements, snow melted brick pavers, drainage, TOV lights,
removal of trash chalet, new east portal to Vail Village, stone bridge abutment, and
preservation of landscaping on southwest corner. The difference between additions and
rebuilding does not apply when considering hardship. Variance is not negatively affecting
the neighbors. Impacts to Bridge Street and Hanson Ranch Road are not directly
improved by reducing site coverage. Mark Donaldson discussed various other sites
relative to this project.
Greg Amsden asked the PEC for questions. Dalton Williams stated that he appreciated
the work Mark Donaldson had done in the past two weeks. Kevin Deighan asked what
ceiling heights were in the office space and Mark responded with 8'. Henry Pratt asked
how the offices could be approved with no exterior light. Mark explained the exception in
Planning and Environmental Commisslon
March 13,1995 5
Minutes
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the building code for exterior light. Mark stated they have removed about 1,100 square
feet from the building in the last two weeks.
Jim Lamont wondered why a stream setback variance was not required on the A&D
building. Andy stated a floodplain modification was required but not a stream setback
variance. Jim had a concern about doorways from residential usage to office usage. He
said that there should be a physical separation/barrier. Mark Donaldson stated there
would be a separation. Jim stated he serves on the "noise committee" and was
concerned about the dining deck and that a condition needs to be added that amplified
noise from the deck should not exceed the legally adopted decibel level. Jim expressed
concern regarding handicap access on the south side. Glen Heelan, the developer,
stated that they have an access easement agreement with the Golden Peak House and
that Serrano's is storing trash on- site. Jim expressed concern regardin� the review of
. the hardship criteria referring to the variance. Jeff referred him to Tom Moorhead on that
aspect.
Paul Johnston, representing the Christiania Lodge, was concerned about the stream
setback. Andy explained the issues between floodplain and stream setback. Paul's main
concern was the sound issue from the dining area and the patio doors around two sides
of the building. Paul stated that he felt that the decibel level should not be violated and
noise be self contained. He suggested the sliders be eliminated.
Glen Heelan noted they are concerned with the noise issues. While they have had
problems previously with Rod Powell, the developer has called for specific buffering of
noise between levels. All night club operations will be �n the basement.
Oscar Tang, an owner in the Red Lion Building, discussed his two concerns. The first
being the mass of the building which maximizes the lot size. This building measures 3.5
times the size of the lot and the Red Lion is only 1/2. On a ratio basis, Serrano's is twice
the size of surrounding buildings. With virtually no setback, the building goes straight up
three floors. The Red Lion goes up one floor and back 30' to the second floor. The
Golden Peak House affected his view, but he felt that it was good they created an SDD.
Oscar Tang has concerns regarding another massive building next to the Golden Peak
House. He also has a concern with the common area variance. When he built the Red
Lion, he eliminated 2,500 sq. ft. of GRFA under a permanent deed restriction to maintain
the character of the village. His second general concern involved the consistency of what
he was asked to do when developing the Red Lion Building and the attitude towards
development in the Village.
Ctark Willingham, developer of Golden Peak House, agreed that some sort of noise
restriction would be a good idea but that it should not be prohibited. Regarding the
walkway, they will connect brick pavers on south side with Golden Peak House walkways.
Golden Peak did enter into an agreement with Serrano's regarding trash removal and
eliminating the trash chalet. Golden Peak House will be under construction this spring. If
both are done at the same time, Bridge street will be broken up less and tourists will be
interrupted less. The east portal to the ski base is a plus.
Mark Matthews, representing Mill Creek Court Homeowners, said that the building is a
concern to his homeowners. A lot of improvement has been done to the architecture
since the last meeting but more could be done. Noise issue is a concern but he does not
recommend a sterile environment. There are owners who come on a regular basis and,
while they enjoy the night life, they try to get a good nights sleep as well. He
recommended that the upper levels be stepped back to improve the development.
Planning and Ernironmental Commission
March 13,1995
Mfnutes 6
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� Ron Riley, representing the Gold Peak House commercial uses, said that he wou(d like
Serranos to be developed at the same time as their building to resolve many issues. He
would like to see the whole end of bridge street redeveloped and feels it currently is an
embarrassment to the Town. He would like improvements from Serrano's to be in place
before the fall of 1995.
Glen Heelan, the applicant, stated that he would resolve the noise issue on Bridge Street.
Also, he and his architects have worked with staff and Jeff Winston in the last two weeks
and reduced the number of conditions from 18 to 7. He stated that he would like to build
the building in the summer of 1995. With further delay, they may have to postpone
construction of the building. Glen Helan thanked Andy for his assistance in the past two
weeks.
Andy presented regulations on the noise ordinance. The Vail Police Department has had
16 complaints logged, regarding noise violations at Serrano's.
Mark Donaldson pointed out that the bar will be in the basement and the setback
encroachment is below grade. The trash chalet will be moved inside and noise will be
contained inside.
Greg Amsden asked for PEC comments at this time. Jeff Bowen thanked the architect
for his time and successful efforts in reducing the mass of the building. Jeff stilf
expressed problems with the site coverage and setback variances. JefF stated that he
would vote no on this item and would not allow any site coverage or stream setback
variances. Jeff had a problem with the office space but that was all.
Dalton Williams thanked the architect for the paver walkway behind the building. Dalton
was concerned with the internal door on the third level going from the residential portion
into the office space.
Mark explained a corridor is required for egress only. Access to both stairs is required by
both users. Dalton was concerned with the office having no exterior light on the third
level. Dalton addressed Oscar Tang and commended him for his work on the Red Lion
building and for ensuring that the Town got the best product. Dalton expressed that he
would like to see the building a story shorter. Dalton did not like 83.9% site coverage.
However, he would not deny the project because of the stream setback. Dalton had
concerns with the office space. Dalton stated one of the major improvements would be
the removal of the trash chalet and opening up the access to the stream. He supported
the exterior alteration and agreed with staff on the variance for the necessary common
space.� He did not agree with the use of the office space.
Bob Armour did not agree with hardship of the stream setback being based on the size of
the lot. He supported the exterior alteration, conditional use on third floor and common
area variance. He continued to have a problem with the site coverage and stream
setback variances. The dining deck conditional use was not a problem. He said that he
had trouble with the perceived hardships and would vote for denial of the stream �
setback.
Jeff Bowen left the rneeting at 5:15 p.m.
Kevin Deighan did not believe the office space would be leasable and wondered why a
developer would be building it. Kevin questioned the hours of operation on the exterior
deck. Kevin supported the deck but has concerns regarding noise. Mark Donaldson
Planning and Ernironmerrtal Commission
March 13,1995
Minutes 7
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corrected himself from an earlier statement and said that music wouid be in the basement �
and on the dining deck. Kevin questioned what they could build without a variance and '':
Andy stated that 750 square feet would have to be eliminated from the building above `
grade, which'was approximately 250 from each floor.
Henry Pratt did not support offices as presented. He did not have a problem with the
stream setback in this case, as long as it was below grade and no degradation of the
stream bed occurred. Henry had a problem with the variance for site coverage. He also
recommended operating hours be required for the deck.
Greg Amsden stated that the developer could have come forward with an SDD
development and created a much larger building. Greg was willing to took at benefits to
the Town from a pedestrian standpoint. He felt the architectural changes have come a
long way. Greg supported the exterior alteration. He felt that the conditional use for the
office space needed to be recortfigured. Glenn Helan explained they would not create an
office space they could not rent. Glen Helan stated their staff may possibly use that
space. He felt the Town will benefit from the east access to the Vista Bahn. Greg
supported the variance for common area, site coverage, and stream setback. Greg
stated that a restaurant would also be a benefit.
On summarizing the Board's comments, Greg said that the dining deck (assuming
compliance with noise ordinance) could be supported. The common area variance was
not an issue to the Commission. Office area layout was a concern to some-- specifically
that the space would not be converted to residential use in the future. Andy suggested a
deed restriction on the office space. Glen Helan said this could be addressed on the plat
map or condo map.
Jim Lamont expressed concerns with the site coverage and common area variances.
The PEC discussed the conditional use regarding the office. Dalton Williams
disapproved, Greg Moffit approved if it were reconfigured, Greg Amsden wanted to see
an enforceable restriction to prevent it from returning to residential, Bob Armour
disapproved, Kevin Deighan supported it if it could be enforced with a deed restriction
and reconfigured, and Henry Pratt approved. Concerning the site coverage variance,
Dalton Williams approved, Greg Moffit approved, Greg Amsden approved, Bob Armour
� disapproved, Kevin Deighan approved, Henry Pratt disapproved.
Bob Armour left the meeting at 6:20 p.m.
After some discussion, Dalton Williams made a motion that a request for a major exterior
alteration in the Commercial Core I zone district and site coverage, stream setback and
common area variances and conditional use permits to allow office on the third floor and
to allow an outdoor dining deck to provide for the redevelopment of Serrano's, located at
298 Hanson Ranch Road/Lot C, Block 2, Vail Village 1st Filing be approved per the staff
memorandum, with the finding that the variance for site coverage is acceptable in that the
strict interpretation of the provision is not warranted because adjoining properties in the
Town have exceeded site coverage and that the strict and literal interpretation is not
consistent with the Vail Village Master Plan or the criteria of the Vail Village Urban Design
Guidelines. The conditions of approval were modified as follows:
Planning and Ernironmental Commission
March 13,1995 8
Mlnutes
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Prior to finai DRB hearing, the applicant shall:
1. Amend the drawings to include mod�fthe'Town�onthe nohtherM'sidereek Bridge abutment
to match the improvements made by �
2 screen all utility equipment with shrubs. If utilities are
to be relocated for any reason, the applicant shall return to the PEC for location approval.
`
3 "�'haf document�,>s�ai�cient�or;t�e Towi�'s assuxar�ce, �ia�fif�e t�ff�ce.spaces in#he .
bui�dir3g �rrill'be used�y the��mmercial spaces in th�..buiid�ng an�l;no. the�es�dential
sp�ces in t�ie b�i�d�ng ";'! '
4. Match the exterior staircase on the southern side of the site to the staircases the Town
has recently completed in the Mill Creek Court area.
5. Reduce the area of balcony on the fourth floor facing north if s�a#€tl��:t7�s��� R�����
$;��ri�determines, after reviewing the model, that the fourth floor needs better integration
with the roof of the third floor.
6.
� �:.
7. Document that the proposed locations for the mechanical equipment are screened from
view and are outside all adopted view corridors. The documentation shall be provided by
a licensed surveyor.
8. Future operation of the exterior decks shall be in compliance with all municipal noise
ordinances.
Greg Moffet seconded the motion.
5-1 Vote. Bob Armour opposed.
8. Appeal of a staff decision regarding the Thain residences located at 483 Gore Creek
Drive, Lots 8 and 9, Vail Village 4th Filing.
Appellants: Helen Chatfield and Diana Donovan, represented by Jay Peterson
Planner: Jim Curnutte .
WITHDRAWN
g. Approve minutes from February 27, 1995 PEC meeting.
Jeff moved to approve as published, seconded by Bob Armour. Vote 6-0-0.
PlanNng and Ernlronmental Commission
March 13,1995 9
Mlnutes
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1�AX #; ��r�, r�-�� �-24 5� P'RC3JECT NUMiBER: ,�t�o ie
p,��'�: �}r �- °�� NUMBER OF FAG�S TO F�LLOW: �
�PLEASE CC7NTACT C7LIR�FFICE AT 303-a71-4137 R�CaARDtNG AIVY TRANSMiTT � PRC?BL�MS QR
�FQR V�RiFICATiON �F RECFIP7. PI.�A�� �fSTRIHUTE AS SOC7f� AS PQSSt�L�,
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FAX/949-5205
-- � --- VICTOR MARK DONALDSON ARCHITECTS, P.C. �
ARCHITECTURE • PLANNING • INTERIORS [3ox 5300 • Avon, Colorado 81620
SERRANOS CANTINA DRB SUBMITTAL
MARCH 29, 1995
AREA CALCULATIONS
BASEMENT FLOOR PLAN
GROSS - 4367 S.F.
COMMON - 1056 S.F.
SKI LOCKERS - 1266 S.F.
APRES BAR - 1720 S.F.
FIRST LEVEL FLOOR PLAN
GROSS - 3716 S.F.
COMMON - 783 S.F.
RETAIL -1 - 588 S.F.
RETAI L -2 - 790 S.F.
RETAI L -3 - 1128 S.F.
RETAI L -4 - 194 S.F.
TOTAL RETAIL - 2700 S.F.
SECOND LEVEL FLOOR PLAN
GROSS - 3663 S.F.
COMMON - 750 S.F.
RESTAURANT - 1332 S.F.
KITCHEN - 485 S.F.
CLUB - 864 S.F.
THIRD LEVEL FLOOR PLAN
GROSS - 3634 S.F.
t
COMMON - 494 S.F. `
FRONT OFFICE - 230 S.F. �
BACK OFFICE - 244 S.F. �
TOTAL OFFICE - 474 S.F.
G.R.F.A. - 2475 S.F.
FOURTH LEVEL FLOOR PLAN
GROSS - 1536 S.F.
COMMON - 146 S.F.
G.R.F.A. - 1241 S.F.
TOTAL GROSS AREA - 16,916 S.F.
TOTAL COMMON AREA - 3229 S.F.
TOTAL G.R.F.A. - 3716 S.F.
TOTAL OFFICE SPACE - 474 S.F.
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TOWN OF VAIL DEPARTMENT OF CONIl�tU1VITy DEVELOP �J �j/ � /�
75 S. FRONTAGE ROAD MENT /�
VAIL, CO 81657
970-479-2138
�`�v����m� �,�TQTE: THIS PE.RMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
cd
Clean-Up � osit Refund NEW CONIl�! BUILDING PERMIT .
approved Pe�it #. B96-0033
amount �f�•(�t� Job Address : 298 HANSON RANCg R� Status. . . : FINAL
date a ��tion. . . : SERRONO'S
el No. . : 2101-082-42-001 APPlied. . : 03/26/1996
Issued. . . : 07/24/1996
APPLICANT J.L. VIELE CONSTRUCTION EXpires . . : O1/20/1997
POB 331, VAIL CO 81658 Phone: 970-476-3082
CONTRACTOR J.L. VIELE CONSTRUCTION
POB 331, VAIL CO 81658 Phone: 970-476-3082
OWNER VAIL VILLAGE CLUB
Description:
DEMO/REBUILD Valuation: 2, 800,
Occupancy Type
Offices Zone 3 I-FR & II_FR Factor Sq. Feet Valuation
Table Date: 05/17/1996 158 . 10 16, 960 2, 681, 376 . 00
Total Valuation: 2, 681, 376 . 00
Fireplace Information:
Reatricted: Y #Of Gas Appliancea:
#Of (�ae Loge: #Of Wood/Pallet:
t+r+tr+,rr+,r+t,rrtrt�t,rt�x+t,rt+t:t+�rtrttrr+��trrr+xr*t�y,t+*t FEE SUMMARY *tt+,r�+rw*,r**##**t+*r+*�,++*+rr�*ryy,*t**trst+*,rx�.+ttrw+,ry,t+
Building-----� 9,740.00
Restuarant Plan Review-->
Plan Check---> 6,331.00 •�� Total Calculated Fees--->
DRB Fee_________________� 34,534.00
Inveetigation> Qp 500.00 Additional Fees-----____�
Recreation Fee-----_____� 80.00
Will Call----> 3.00 16,960.00 Total Permit Fee-----___�
Clean-Up Depoeit------__� 34,614.00
1,000.00 Paymente________________�
+�xwt+ttt�rxrr,tr++iwrrrrrrr��t+�rrr+r*�r*rrOrr�w*+EErr�,rrw++rrtrrr+rx+.tit+rwa�i+++r+r+w+rrr,tr+iwr+wwwr+rrrtri�rr,tr+ax+irrw+rrrr�*+r�+00y.*+ ..
34,534.00 BALANCE DUE_____________�
Item: 05100 BUILDING DEPARTMENT p .00
07%08%1996 DHUCK Action: APPR CHUCK PLANSeEXAMBNERDING Division:
Item: 05400 PLAN1VI1VG DEPARTMENT
03/26/1996 DAN Action: NOTE JIM PI,ANNERept' P�NING Division:
07/18/1996 MIKE Action: APPR
Item: 05600 FIRE DEPARTMENT
03/26/1996 DAN Action: NOTE MIKE MCGEEDept : FIRE Division:
07%18%1996 MIKE�! Action� NOTE shop drawin s r
Item: 05500 PUBLIC WORKS g equired
0�%18%1996 RRY P Action� APPR �RRY M Dept : PUB WORK Division:
em: 05700 ENVIKpNMENTAL HEALTH RY PARDEE
07%03%1996 C RLIE Action: APPR RU S APPROVEDt�_HEALTH Division:
07%24/1996�CHARLIEE Action: APPR TERRY APPROVED 73 96
De t : ENGINEER Division:
24-96
..,.,...�..,,............�,..................�,,....,.,�..,...�..,,.................�.....�,...w,..,,....�........,,.�...,,,,,.....�,,,,�...,.�«...�..�.«..�..,,
See Page 2 of this Document for any conditions that may apply to this permit .
DECLAI2ATIONS
I hereby acknowledge that 2 have read thie application, filled out in full the information required, completed an accurate plot
plan, and state that all the information provided ae required ie correct. I agree to comply with the information and plot plan,
to comply with all Town ordinances and state laws, and to build this etructure according to the Town's zoning and subdivieion
codee, design review approved, Uniform guilding Code and other ordinancea of the Town applicable thereto.
REQUE3TS FOR INBPECTIONS SHALL BE MADE TWENTY-gp� HOIJR3 IN ADVAN�g gy TELEPHONE AT 479-2138 OR AT OUR pFFICE FROM 8:00 AM 5:00 PM
� � �
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COWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
l5 S. FRONTAGE ROAD
JAIL, CO 81657
370-479-2138
***************************************************************************
�
CONDITIONS
as of 07 18 96 Status : APPLIED
Permit #896-0033 � � `
*************************************************************************** €
Applied: 03�26�1996
Permit Type: NEW COMM BUILDING PERMIT Issued•
Applicant: J.L. VIELE CONSTRUCTION To Expire•
970-476-3082 �
Job Address: 298 HANSON RANCH RD �
Location: SERRONO'S
Parcel No: 2101-082-42-001
Description: `�
�
DEMO�REBUILD
Conditions:
1 . a one hour rated corridor is required from the east to west
stair towers on the third floor. �
2 . No exterior building lighting or signage has been approved
by the Town. Design Review Board approval is required
prior to installation.
3 . The parking pay-in-lieu fee shall be paid to the Town prior
to the issuance of a Temporary Certicate of Occupancy. See
Glenn Heelan's letter of June 21, 1996 to Mike Mollica, for
details .
4 . The Town's Landscape Architect, Todd Oppenheimer, has
identified certain issues relating to landscape,
irrigation and streetscape improvements . Todd's issues
must be resolved prior to the Town's issuance of a Temporary
Certificate of Occupancy for the building.
5. Certain improvements are proposed to be constructed off the
property of the Vail Village Club. These improvements
include: North side-deck, deck columns, supports andavers
footings, landscaping and pavers . East side-awnings, p
and landscaping. Prior to the Town's issuance of a
Temporary Certicate of Occupancy for the building, the owner
of the Vail Village Club shall enter into an agreement with
the Town allowing for said improvements to be located on
Town property or within the right-of-way. Said agreement
shall be in a form approved by the Town Attorney.
6 . Per the DRB approval (landscaping) , "additional planter
walls shall be added in front of the condenser and the air
intake on the east side of the building. The height of
these walls in front of the utility equipment shall be 30
inches . The height of the walls immediately adjacent to the
walkways shall be 18 inches . "
7 . Per the DRB approval--landscaping--"The soil retained by the
.�.
. � must be as high as the back sia of the
. planter walls
planter walls . " roval--- Screen all utility
g . Per the PEC conditions of app ��
equipment with shrubs • Ifshall1returnrto theePEClforted for
any reason, the developer
location approval. The developer shall replace any trees
that die or that are removed during the construction.
After the developer plants the landscaping specified on
the approved landscape plan, staff shall inspect the site
to verify that what is shown on the plans adequately screens
the equipment. If the staff determines that additional
�
�� �
` the app1iCant shall plant additional
shrubs aas determined by staff . "
shrubs, erations of the exterior decwsthn
9 . The present and future op and compliance,
the building shall be in accordance,
municipal ordinances; specifically the Town's noise
all ated and
ordinance. shall be irrig �
10 . All flower boxes on therovalding be rovided on the
maintained, per DRB aPP ture)
ra hic (or sculp is to P
11 . If a wall 9 P DRB shall review and approve the design
building, the
prior to installation.
. � •
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW CON�I BUILDING PERMIT Permit #: B96-0033
Job Address : 298 HANSON R.ANCH RD Status . . . : ISSUED
Location. . . : SERRONO'S Applied. . : 03/26/1996
Parcel No. . : 2101-082-42-001 Issued. . . : 07/24/1996
Expires . . : O1/20/1997
APPLICANT J.L. VIELE CONSTRUCTION Phone: 970-476-3082
POB 331, VAIL CO 81658 phone: 970-476-3082
CONTRACTOR J.L. VIELE CONSTRUCTION
POB 331, VAIL CO 81658
OWNER VAIL VILLAGE CLUB
Description• Valuation: 2, 800,
DEMO�REBUILD
Occupancy Type Factor Sq. Feet Valuation
Offices Zone 3 I-FR & II-FR 158 . 10 16, 960 2, 681, 376 . 00
Table Date: 05/17/1996 Total Valuation: 2, 681, 376 . 00
fireplace Information: Restricted: Y qOf Gas Appliances: �Of Gas Logs: #Of Wood/Pallet:
�ici�at,t****�nt FEE SUMMARY ******* 'H`�'�`******�*
**************i`**�` ,pp Total Calculated Fees---> 34,534.00
Building-----> 9,740.00 Restuarant Plan Review--> �p
Plan Check---> 6,331.00 DR8 Fee----------------'
> 500.00 Additional Fees--------->
Investigation> .00 Recreation fee----------> 16,960.00 Total Permit Fee--------> 34,534.00
Will Call----> 3.00 [lean-Up Deposit--------> 1,000.00 Payments---------------'> 34,534.00
--> 34,534.00 BALANCE DUE-------------> .00
TOTAL FEES------------ **irkic*�Hc*ic�ic
****�c***�cicicic******* icic****ic****int*icicic***iric*irlc***int***
Item: 05100 BUILDING DEPARTMENT Dept: BUILDING Division:
03�26�1996 DAN Action: NOTE CHUCK PLANS EXAMINER
07�08�1996 CHUCK Action: APPR De t: PLANNING Division:
Item: 05400 PLANNING DEPARTMENT P
03�26�1996 DAN Action: NOTE JIM PLANNER
07/18/1996 MIKE Action: APPR De t: FIRE Division:
Item• 05600 FIRE DEPARTMENT P
03�26/1996 DAN Action: NOTE MIKE MCGEE
07�18/1996 MIKE M Action: APPR
07/18/1996 MIKE-M Action: NOTE shop drawings required
Item: 05500 PUBLIC WORKS Dept: FUB WORR Division:
07�18�1996 DARRY P Action: APPR LARRY PARDEE
Item: 05700 ENVIRONMENTAL HEALTH Dept: HEALTH Division:
03/26�1996 DAN Action: NOTE PAUL
07/03/1996 CHARLIE Action: APPR RUSS APPROVED 7-3-96
Item: 05550 ENGINEERING, Dept: ENGINEER Division:
07/24�1996 CHARLIE Action: APPR TERRY APPROVED 7-24-96
�
* ��x�x*��r
See Page 2 of this Document for any conditions that may apply to this permit.
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 provided as required is correct. I agree to comply with the information and plot plan,
to comply With all Toun ordinances and state laws, and to build this structure according to the Town's zoning and subdivision
codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
RE�UESTS FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE T 9-2138 R AT OU OFFICE R 8:0 AM 5:00 PM
Send Clean-Up Deposit To: VIELE � SIGNATURE OF � OR CONTRACTOR FOR HIMSELF AND OWNER
********************************************************************************
CONDITIONS
Permit # : B96-0033 as of 07/25/96 Status : ISSUED
********************************************************************************
Permit Type: NEW COMM BUILDING PERMIT Applied: 03�26�1996
Applicant: J.L. VIELE CONSTRUCTION Issued: 07�24/1996
970-476-3082 To Expire: O1/20/1997
Job Address :
Location: SERRONO'S
Parcel No: 2101-082-42-001
Description:
DEMO�REBUILD
Conditions :
1 . a one hour rated corridor is required from the east to west
stair towers on the third floor.
2 . No exterior building lighting or signage has been approved
by the Town. Design Review Board approval is required
prior to installation.
3 . The parking pay-in-lieu fee shall be paid to the Town prior
to the issuance of a Temporary Certicate of Occupancy. See
Glenn Heelan's letter of June 21, 1996 to Mike Mollica, for
details .
4 . The Town�s Landscape Architect, Todd Oppenheimer, has
identified certain issues relating to landscape,
irrigation and streetscape improvements . Todd's issues
must be resolved prior to the Town's issuance of a Temporary
Certificate of Occupancy for the building.
5 . Certain improvements are proposed to be constructed off the
property of the Vail Village Club. These improvements
include: North side-deck, deck columns, supports and
footings, landscaping and pavers . East side-awnings, pavers
and landscaping. Prior to the Town's issuance of a
Temporary Certicate of Occupancy for the building, the owner
of the Vail Village Club shall enter into an agreement with
the Town allowing for said improvements to be located on
Town property or within the right-of-way. Said agreement
shall be in a form approved by the Town Attorney.
6. Per the DRB approval ( landscaping) , "additional planter
walls shall be added in front of the condenser and the air
intake on the east side of the building. The height of
these walls in front of the utility equipment shall be 30
� Q►
7 . Per the DRB approval--landscaping--"The soil retained by the
planter walls must be as high as the back side of the ;�
planter walls . " ��
8 . Per the PEC conditions of approval---"Screen all utility
equipment with shrubs . If utilities are to be relocated for
any reason, the developer shall return to the PEC for
location approval. The developer shall replace any trees
that die or that are removed during the construction.
After the developer plants the landscaping specified on
the approved landscape plan, staff shall inspect the site
to verify that what is shown on the plans adequately screens
the equipment. If the staff determines that additional
shrubs are needed, the applicant shall plant additional
shrubs, as determined by staff . "
9 . The present and future operations of the exterior decks on
the building shall be in accordance, and compliance, with
all municipal ordinances; specifically the Town's noise
ordinance.
10 . All flower boxes on the building shall be irrigated and
maintained, per DRB approval.
11 . If a wall graphic (or sculpture) is to be provided on the
building, the DRB shall review and approve the design
prior to installation.
12 . an addendum has been received will be followed by archetech�
structural drawings prior to framing
13 . TERRY M.-THIS PERMIT IS APPROVED FOR FOOTING�FOUNDATION
�'0 ELEVATION 76 NOT INCLUDING STAIRS OR STAIR TOWER. BOBBY
THOMAS HAS AGREED TO THIS NOTICE.
. /�e. ,�
�r►" `�rr"'
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
***************************************************�************
Statemnt Number: REC-0175 Amount: 24,594 . 00 07/25�96 10 : 51
Payment Method: CK Notation: #39469 Init: CD
_ ----------------------------------------------------------------
Permit No: B96-0033� Type: COMBUILD NEW COMM BUILDING PE
Parcel No: 2101-082-42-001
Site Address : 298 HANSON RANCH RD
Location: SERRONO'S
Tota1 Fees : 34,534 . 00
This Payment 24,594 . 00 Total ALL Pmts : 34,534 . 00 �
Balance: . 00
****************************************************************
Account Code Description Amount
Ol 0000 41332 PLAN CHECK FEES -3, 409 . 00
O1 0000 41310 BUILDING PERMIT FEES 9, 740. 00
O1 0000 41331 DESIGN REVIEW FEES 300 . 00
O1 0000 22002 CLEANUP DEPOSITS 1, 000 . 00
30 0000 45032 RECREATION FEES 16, 960 . 00
O1 0000 41336 WILL CALL INSPECTION FEE 3 .00
----------------------------------------------------------------
� �
03/26/99
T04VN OF VAIL Id: ACTP125 Keyword: �ACTM User: CHARLCOMM BUILDING PERMI
Activity Table Proceesing
Permit No: B96-0033 Applicant: J.L. VIELE CONSTRUCTION
Status: FINAL Address: 298 HADISON RANCH RD
Z�pe: COMBUILD Vers: 9401 Screen: O1
Baee Information
Parcel No: 2101-082-42-001
Owner: VAIL VILLAGE CLUB
Status: FINAL
Validated By: DS Active/Inactive:Z
Description: DEMO/REBUILD
Location: SERRONO'S
ppp Type: NCOM (N=new + COMM)
Clase Code: 328 NEW OTHER NON-RESIDENTIAL BLDG
Gross Sq Ft: 16960
#Units: 1 #Bldge: 1 Pub Own: Insp Area:CF
Type Constrc: II 1-HR Type II 1-Hour
Occupancy:
Occ. Group: A3 A3
681,376 Applied: 3/26/1996 Plan Ck In: 3/26/1996
Valuation: 2� 9 22 1996
User Value: 2,800,000 Appxoved: 7/24/1996 Plan Ck Exp: / �
Iseued: 7/24/1996 Permit Exp: 1/20/1997
Completed: 3/26/19� o�N /� � ����
Cleanup Up: VIELE
_ ��-g2_Previoue Line,
F1=Screen Index, ESC=Cancel Update
� ti ��
;
*��or'Lact Eagle County Assessor�ffice � � �
� at 970-328-8640 for Parcel �� TOWN OF VAIL CONSTRUCTION � iIT 4i �..' I,f'J ,;
�ARCEL �6: 2 t a t - o�Z- �!2 0 o I pERMIT APPL CATION FORM —�"
� DATE: 3�����i �. �° �
� �Q�: G��� �i���
APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY .NOT BE ACCEPTED
********�**�t***�**�*********** PERMZT INFORMATION **********������:���*���o
� [�-Building [ ]-Plumbing [ ]-Electrical [ ]-Mechanical [ ]-0ther
Job Name: V/�l. �/1(-C���= �%��rS. Job Address: 029� ����1�ti,J �L„�:,}�,r, 't2c;;l=�.
Legal Description: Lot C Block � Fi�ling SUBDIVISION:
Owners Name: r�J� �..r�GF �'r, . _ ._ L,t.`, Address: !��?' ���C' v�F� Ph.�`'�- -? '`�
��
Architect: 5����: -2rG�.�� i�:r.�= "S Address: ��/c` ;� !���:�� S� ���' Ph. S�J -�(;
��
. .J✓.��._��. �J=�4`' J
General Description: `�����_ -_� =� h�,-�� c,;_:�- __ �
Work Class: �j-New [ �-Alteration [ ]-Additional [ ]�Repair [ ]-Other
,\
Number of Dwelling Units: C7 Number of Accommodation Units: �
N mber and Type of Fireplaces: Gas �Appliances Gas Logs Wood/Pellet
******�******�************��***** VALUATIOrAJS ****�***�******�*�t***************
R �yPo�Dl3v
BUILDING: � � UGC� J.%�� ELECTRICAL• � J p� C'D�
�---✓- • d OTHER: � ��. �'��
PLUMBING: � �C� r�8c7 MECHANICAL: � �'O ��-p TOTAL: � �
�f�—)-�/ ti a, —
*****�qGe * ��**�*****���F**� CONTRACTOR �NFO T N ***************************
eneral Contractor: , , �, (/t�rx ('orJS�,^,�;�r:_�� Town of Va�l Reg. NO. 1','� Q.
Address. ��� S, �,�.;,��- r�r- ;.�r,-� r�/,-Cx,:3 _ Phone r: ��(�-3��
� Numbe
� )' r �"(�i�lJ
Electrical Contractor: (_,.t?,/1?i��' ���,� ,�jr�.f/�,'�� Town of Vail Reg. NO. �G�S��
Address: Phone Number:
Plumbin Contractor: �/ �' P�� ��f'9 J
g ����"-������--J' Town of Vail Reg. NO. J �3' P "
Address: ^ p,hone Number:
GO7�, .
Mechanical Contractor:�L�ti � ��� ��L . Town of Vail Reg. NO. i�3-P
Address: _po7'Phone Number: �
********�t***���€�t**��*'`�* �**`� ��p�� . — ���/Co - S
O FICE USE **�t**********���t**************�
BUILDING PERMIT FEE: BUILDING PLAN CHECK FEE:
PLUMBING PERMIT FEE: PLUMBING PLAN. CHECK ,�'EE:
MECHANICAL PERMIT FEE: MECHANICAL PLAN CHECK FEE:
ELECTRICAL FEE: RECREATION FEE:
OTHER TYPE OF FEE: CLEAN-UP DEPOSIT:
DRB FEE: TOTAL PERMIT FEE •
TYPE GROUP SQ.FT. VALUATION BUILDING:
SIGNATURE:
--- _ ZONING:
SIGNATURE:
Comments:
�CLEAN IIP DEP.OSIT REFITND T0: ,�. L. VI:%C,'= �:y��-'=�'�_`�,�
�r� .�rf:.�: .
MA�'-21--1495 1�i�21 VMD ARCHITECTS P.C. 3@3 949 �200 P.L�1
� � ^'■,�
:,,�r �G3/949-5200
FAW949-5205
--_ _�
�`�"i— VlC`TO�, MAf�K aONALD�ON A�iCH1TEC15, P.C.
ARCH{TECTIJRE • PLANNiNG • !N'i'ERIORS Dcax 530U• Avon. C.vIOfOdO 81620
March 21, 1995
�+IIt. ANnY ItN'[TDTS�t, STN�aR PLANNER
Departmettt of Gom�aurzitiy Developmetit
To�art of Vx�l
75 S�uth Frc�ntage Road
V�i 1., CO
one �ag�? r.�tal sent by facsimiJ.e anly.
Et�s Serranc�`� Cantina
Vail, CQ
Dear .F�ndy:
While pr�paring tor review meetings today. Y have been
trying t4 daterm�.nA the exa�t- mprhr�d of cal���.l,ating the amount
af square �aotage fQr which to se�k � '°Common Area variance" _
° In my review of Ti�le 18 Zaning = do not find any such
. info�mat��n a3 it �ppli�s �o " . . .buil�linr�4 �nnr.ai rti.ng twd or `
fewer dwelling units, . . . " . Pleas� adv�se me at yaur earliest
4uL1vCI`i}.C1ZCC �s to thc rcaaon we have be�ri aske�3 tc� pi_irg>>P �u�h
a varia�Ce far this p�'oj�ct . I simply am nQt f�nding the
S��c:i.Ci4 zegul�.tiion witY:in Title 18 and con�ess that T r��pc]
youx assistance.
Thank �ou very much �.� advarlC� far your promp� attention
to �nis matt,�.c�.
T�uly Yours,
�: ,,,,�
.� � `,��.,�°,�`:
Victo�'Mark Daaa}.dsan, A�A
Pre�ident
VICT�JR MARK D4NALDSON ARCHIT�CTS, P.C.
cC: Mr. Glenn M. Heel�ri, Managirig Partn�r
DWH tColorado) LLC
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TQj��.�TOF 1���I� � Depnri��re�rt of P:{btrc 1�'orks/TralJSportation
1309 Vail Valley Dri�e
Vail, Colorado 816�7 �166
303-479-21 SSfFAX 303-�79-_
March l�, 1996
Nir. Craig Bruntz,Project�'Iana�er
J.L. Viete Construction,Inc.
1000 Sovth Frontage Road�'�'est
Suite 242
Vail, Cotorado 81b�7
RE: ST�GIIG PL�'� FOR SERR��4'S PROJECT
Dcar Craia:
ommcnts for the proposcd project. I hopc thc�c com�''�nts �t'il
0 ou a rouah drait of c ou the ar�atcd conu11ents
I'm sendin�y o our sta�in�plap• I �t•ill s�na Y
assist}�ou in �ctting startcd on updatin�y
on the ��'cck of�iarch l
$. You may also ��'ant to brin�tl�cse corrunents��'ith }�ou to Friday s
mcctin���'�tli ��ait Associates and tbc To�i�n of��ail at 1:00 pm•
1.
SITE FE� E� � halt a�'cment
A.
Fence on Hanson Ranch Road��'ill nced to bc ��' off of edge of a_p
on north sid� �f strcct.
g. Install fen
cc around Piratc Ship Park. If park�t'ill bL closcd for thc)'ear,insta
`�P`ark Closcd'� si,ns.
C.
Install fence on south side of project a lt scason closes Ts Y 1 ��v .
D. Ir�stall fcnce to close bike p�th after sk
E, Remo
va1 of fence must be completed before the �t i d°all of h��ya son Ran h
F Duc to only ha��ing 22' bct���ecn thc hcad���all an �
Rc�aad c
ul��ert,there is no reason to install an 8' fcncena a 1 tlac "o�k���tl1tthc
e�.isting��'a�1 in place until the building is clo�ed in a
la�dscape contract.
2, ED E 4� ASPHALT�tJTILITIES:
Q as halt avcment on north side of Hanson Ranch Road and all
p,. S��w ed�e of p P
� pIa;ntcrs on north side of street.
��,�locations of all utilities on Hanson Ranch Road and show v��hcrc yo
B. p�c�sc sho radeyour scniccs.
pl�on rcconnccting to upg
C Explain limit of cxcavation on`H�ric C R rete band along the Red Lion B,ledal f�t
D pt�s for Tcd Kinde] Park sllo
b
�9' out from the building. Th�s makcs thc 20' roadwaY w'idth e�tcn se
into the lunits of excavation.
��
�
. r ,� •
!��\:~F
��,
i�
TO1��.�'�F �1�I� � Depart�ne��i of Pablic 11'orkslTra��sportation
1309 Vail Valiey Dri�e
Vail, Colorado 816�7
303-4i9-2158/F.�X 3a3-479-216b
I��Iarch I�, 1996
NIr. Craig Bruntz,Project'�'Iana�er
J,L. Viele Constrtaction,Inc•
1000 South Fro�tage Road��'est
Suite 202
Vail, Colorado fi�6�7
RE: STAGIIG PL�� FOR SERR�:�O'S PROJECT
Dcar Craia:
' Q � 3 rouQh drai't of cot��cnts for the proposcd proj�ct. I hoPihc'��a3tcd conlinents
I'm sendm�)ou _ Q our sta`�n�plan. I ���ill scnd }o r
assist}°ou in Rctti,�g startcd on updatin�}'
on the
��•eek of�'�arch 18. You may also ��'ant to brin�tl�ese commeilts ��'ith you to Friday s
mcctin�«'itti ��3�� �ssociatcs and thc To��•n of��ail at 1:00 pm.
�, SITE FE�"�CE:
p. Fc.nce on Havson Ranch Road���ill need to be ?0' off of cd�c oi asphalt pa�'emen
o� north sidc of strcct.
B.
Ir�stall fence around Pirate Ship Park. If park���ill bL closcd for thc year,install
'•��rk Closcd" si�ns.
C. Ir�,tall fcncc on south sidc of project a,tscakon closcs��ay 1.��� 1
�}_ I�all fence to close hike path after sk
g. �inoval of fence must be completed before thna` d°all of he♦Hanson Ran h
F. L�ac to only having 22' bct���ecn thc hcadv��all a
�ad culvert,there is no rcason to install an S' fence in t ois,ace�.�l�e�;tl,tj�e
R�.
e�.�sting���all in place until the buildinQ is clo<ed �n ana
la,�iscape contract.
2, EDGE O� ASPHALT�LTIL]TIES:
A.
S�w cd�e of asphalt pavcment on north side of Hanson Ranch Road and all
� pi�ters on north side of street.
pt�sc show]ocations of all utilitics on Hanson R�nch Road and sho�� ���hcrc you
B' rade rour scrv�ccs.
p}�on rcconnccting to upg )
C_ E��lain]imit of exca��ationsl1o�Hth� coR rcte band along thc Red Lion Buildi,� et
D_ p��s for Tcd Klndcl Park
b��'out from the building. This makcs thc 20' roadway ��'idth extcpd se�era
��the 1'units of cxcavation.
� . .
__..;
�.s= •
` t� �
M�y �,
TQ�OF ytQ� Department of Communiry Development
75 South Frontage Road
Vail, Colorado &1657
970-479-2138/479-2139
FAX 970-479-2452
COMMIINIT�'DEV��-OPMENT
F�TRANSMITTAL SH�ET
TO:
��b �`a�
� � � �
COMPANY NAM��
S `7 --- �`f o�
gAX TELEPHONE NiJMBER:
3 � C v�^ v� ���
`r�`- �j- O
FROM: � �
� � 6 TIME: '
DATE: �
#OFPAG
ES IN DOCUNIENT(S) (NUT�NCL��G COVER SHEET)
RESPONSE REQ��D�
SENT BY: 970 47 _2452
TOWN OF VAIL COMIvNNITY DEVELOPMENT FAX#:
TOWN �F VAIL COMMUN
ITY DEVELOPNIENT TELEPHONE#: (9701479-21 -
SPECIAL C�MMENTS AND NOTES:
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` � `�} RANDUM, �
MEMO
��� �
�� �' � ��11(�
� Town Council . � � `� �� ,,/�. `�� `�
G'��, Tp: v � \(U'" �P'
. nudtsen, Senior Planner � � tl
���ROM. Andy K , �
;�� � .C�- :
v DATE: March 14, 1995 \ e v .�
�� ,
C� � �p�1 q4'�' ���.
S U B J E C T: S e r r a n o's D i s cussion 1�/ S�
; . . . ._; . . . . . ,,. . . .
.
! _ . :.: `C`s',
licant's representative, is proposing to demolish the �
ro ect developer and app ro ram includes:
Glen Heelen,the p 1 �ti
existin g Serrano's Building and replace it with a new structure. The building p
�
• First floor of retaiL -� � � � �--
. � • Second floor of restaurant. � r
� , Third floor of office and condominium. � � K �
.a . Fourth floor of condominium area. otential nightclub. ,
. �,�`' . The basement will contain commercial uses and a p �
�� � here will be walkway and landscapin9 improvements to the rear of the
In addition to these uses,t the Mill Creek stream tract. A second floor dining
� building and to the east of the building along
�; deck will be constructed over the Hanson Ranch Road right-of-way• , n and the followin9 �.L'
I ma'or exterior alteratio
� ��
To accomplish the propuse�escribed above, a CC 1 , ��`�
�' three variances are req c
.ti ck variance for an 11-foot encroachment into the 30-foot stream setback h� ��
) r.
, ���� �, A setba � da
� for Mill Creek(for the basement floor only);
�� � �
� � A site coverage variance request of 83.9% (8�%�s allowed in CCI); an
� 2. .S r�•
` ,,�' -� � e for common area of 78.9% (35%is allowed by zornng). �
b� ,. -'""�..
. 3. A vananc - __. ____.,� ;
�'' ��, �,�
in two conditional use permits are required: ��- � �
� Also, the follow 9 k,�,
�
� �~ C� �
^,,,,n��� An outdoor dining deck on the second floor; and��' �� ��,-J'0 � ��
J�. 1 ( C� / " �
Office space on the third floor. �� � � �
��,� \� .....
2.
,, ..
.__. __ __._.�. . . roved the
At yesterday
�s Planning and Environmental Commissi�t cond tionset'ThetcondE onspp clude the
Serrano's redevelopment with a vote of 5-1-0, with e g
followin9:
licant shall:
Prior to final DRB hearing, the app ��j
� 1, Amend the drawm9s
to include modifications to the southern Mill Creek Bridge abutment L
5
' �
��� �
(�� -
�
�
� to m
atch the improvements made by the Town on the northern side;
screen all utility eQuipment with shrubs. If utilities�vae
2• reason, the applicant shall return to the PEC for location app
to be relocated for any
:..n�ur�<t[�at��'��
ee-�a�e�
,::;<.;:.;;::; <:>:>::: ::;.;;:::>t:;;;>::;:<:>::>:;;::>:::.::.<><<�>�o:�.'``,`'` `,,<': .:.::.
;Tc��►.n:�.;�s�u�€�€:> :><::;;:.>:;..;. S aces wiil not be
:;:.;:.:<::;::>::>:::;:
>:> .::�tif�`i�iitlY::<�r;the:::::::.:... . ;.;'>�. :to residential p
3. ������t.::::: ...:. conversion of:�.�
aR
allowed.
4, Match the exte
rior staircase on the southern side of the site to the staircases the Town
has recently completed in the Mill Creek Court area. ,
Icon on the fourth floor facing north if�needs�bette�nte9 tion
5, Reduce the area of ba Y
�ard determines, after reviewin9 the model, that the fourth floo
with the roof of the third floor.
6.
#ee�
e ro osed locations for the mechanical eq ntamon shall be prov dfed by a W
7. Document th p p
and are outside all adopted view corridors. The docume
licensed surveyor.
g, Future op
eration of the exterior decks shall be in compliance with all municipal noise
ordinances.
' cluded as part of the proposal but not of conditions of approval include the
Details which are in
following:
1, All flower boxes shall be irrigated.
2, The rock walls and planters shall be designed without a cap.
3, Three village lights shall be installed adjacent to the pedestrian walkwaY•
4. All sidewalks shall be snowmelted.
5, The pape
r mix used in the walkways shall be the"Vail Blend" and shall include a double
' soldier coarse/course.
g, If a wall grap
hic or sculpture is to be provided west of the main entrance,the DRB shall
review and approve it prior to installation.
�
. 2
�
� .
MEMORANDUM
TO: Planning and Environmental Commission
FROM: Community Development Department
DATE: March 13, 1995
SUBJECT.
A request for a major exterior alteration in the0 oa e�aaances and con�ditional
and site coverage, stream setback and comm
use permits to allow office on the third fof Serrano's,�located at 298 Hanson
deck, to provide for the redevelopment
Ranch Road/Lot C, Block 2, Vail Village 1 st Filing.
qpplicant: Margretta B. Parks and Vail Associates, Inc.
P
lanner: Andy Knudtsen
::,>:>::»:<::>:>;:.::.::.;:.::::::::..........
�, DESCRIPTION OF THE RE�UESTS is ro osing to dernolish
Glen Heelen, the project developer and applicant's representative, p p g ro ram
the existing Serrano's Building and replace it with a new structure. The buildin p 9
continues to include:
. First floor of retail.
. Second floor of restaurant.
. Third floor of office and condominium.
. Fourth floor of condominium area.
. The basement witl contain commercial uses.
In addition to th
ese uses, there wi11 be walkway and landscaping improvements to the rear of
' in and to the east of the building along the M��Road kigh tof Wtayct. A second f oor
the build g
dining deck will be constructed over the Hanson Ranch 1995 PEC worksession.
The proposal has been modified significantly since the February 27,
The changes include:
1. A po
rtion of the building on the first, second, and thi e fthe northeast corne� ofahe the
northeast corner. Previously, the architect had loca
he resent design, the architect
ildin at the edge of the 30'�Mill Creek stream shtback. The resulting fiorm of t e
bu 9
building included a somewhat arbitrary angle. W�t
has cut the corner at a 45 degree angle and p
rovided a strong relationship between
the corn
er of the building and the entrance into Vail Villag�. The building steps back
on the third and fourth level to soften the corner trea me r Enough of the
2, The building has also been red this area so that the ufili ees do not need to be s ruce
buildmg has been elimmated
relocated. All of the existing trees south of th�he�ts eam t actn Staffpwould like o
and one aspen, which will be transplanted to
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licant to pull the building back in this
emphasize that our goal in encouraging the app reserve the
area was not to preserve the utilitiec �e n'ed tha't he bu Id n�g si te was such that the
landscaping. Previously, staff was
' ' s would be relocated to a more visible locatiov �a th nr 9ht d rect on and�aan
utilitie licant has mo
cut down. Staff believes that the app on his ro erty in this location.
now accommodate a significaeserved but the utia y p destals shouid be consolidated. �
T he la n d s c a p i n g h a s b e e n p r
erimeter.
3.
I n addition to pu l li n g b a c k t h e b u i l d i n g area at i z e of the bui l d in g a r o u n d t h e peas
corner, the architec t has r e d u c e d t h e o v e r a l s
Ilowed the eaves to be increased in depth. Preeavesym teasu ae from 3 feet o
This has a
a majority of t e
from 12 inches to 18 inches. Presently,
in de th. There are some locations which do ot to finro feet.dSpaff wou d I k tto
4 feet P
fourth floor ea�hese are not as v s ble f o fm ground level as the third f loor ea v e s.
point out that
4, The a
mount of landscaped area on-site has been �n sethe e is more roomu'for g has
been cut back at the northeast and southeast corner � taff believes that locating
sca in on-site. The architect has taken adva5tageen t S se changes and
land p 9 earance.
provided planters in these lo c a t i o n s W hrovemen athat w pl help soften i ts ap p
the trees nex t to t h e building is an imp
od lain modification is no longer needed. be madeh outs�'�detthe floodpaai n
5. The flo p
size at the southeast corner, all improvements woul
g, The
mechanical equipment has been designed W�tm�ediately behind,tarstucclo chimney
mechanical equipment will be located within, or im
element.
7, First
floor site coverage now measures 83.9°/0. This does not reflect basement square
footage.
he ro osal described above, a CCI exterior alteration and the following three
To accompl�sh t p p
variances are required:
�, A s
etback variance for an 11-foot encroachment into the 30-foot stream setback
for Mill Creek (for the basement floor only);
' covera e variance request of 83.9% (80% is allowed in CCI); and
2, A site 9
variance for common area of 78•9% (35% is allowed by zoning).
3. A ,
� Also, the following two conditional use permits are required:
1, An outdoor dining deck on the second itoor; and
2, Office space on the third floor.
2
ZONING ANALYSIS
ig:
Commercial Core I(CCI)
,rea: 4,646 square feet
bold text indicates the standards which require variances.
Allowed/Required
b Zonin
�ht: 60%,or 33 feet or less
40%,33 feet to 43 feet
�acks: Per the Vail Viliage
Urban Design Guide Plan
IFA:
�mmon Area:
SO%of sfte or
3.716.8 sq.ft.
359�of allowable GRFA
or 1,300.9 sq.(1.
Existing
Development
Approximately 25 feet
N: �'
S: 2.5'
E: ��
W; 0'
0 sq.ft.
December 19,1994
Proposed Development
60.1%at 33 feet or less
3g,g/at 43 feet or less
N: 1'
S: ��
E: ��
Vy; 0'
3,618 sq.ft.or 77.9q
2,397.0 sq.ft.common area
0 sq.ft. gg.g Sq,ft.unused GRFA
2,2982 sq.ft.or 61.8/
1 dwelling unit
Proposed
Februa�95
59.6%at 33'or less
40.4%at 43'or less
N: ��
S: �•
E: 1.
yV: 0'
3,650 sq.ft.or 78.6%
3,389 sq.ft•common area
66.8 sq.ft.unused GRFA
3,322.2 sq.tt or 89.1% '
1 dwelling unit
Proposed
March�l3,t995
60.0°/at 33'
40.0°/at 43'
N: ��
S: ��
E: �'
W: Q, .
3,507 sq.ft.or 75.5%
fl,common area /��-�
3,446 sq. ��,�.
-209.8 sq.ft.unused GRFA
g�23— 6,2 sy.ft.or 89.4%
1 dwelling unit 3 'r(OD
0 ��
Nelling Units: 25 units per acre or ft or 83.9qe
2.6 for the site 4,393.5 sq.ft.or 94.6% 3�9��' j�J f
3,476.5 sq.ft.or 74.8% 90.5�or 4,206.5 sq.fl.
ite Coverage: 80%ot the site or + 168 sq.ft.off-site trash chalet
3,716.8 sq.ft. 3�.or 78.4�0 = 99.6
hardscape(498)(20) _2�5.0
staff unable to measure softscape
hardscape-769 sq.ft.x 20%=1�Sp•�' softscape- 2750 sq ft X 200/ - 35� TotaL• =314.6
andscaping: Per the Vail Village softscape- 49 S h•
Urban Design Guide Plan ----�� - total- 285 sq ft
total- 203 sq.n. q2.7 spaces
55.2 s aces required minus the existing 4a•6 SPaces _ 27.0 spaces
RestaurantBar-27 spaces required P -27.0 spaces -
Per the Town of Vaii parking requirement of 27 for a net 21 6 S t,�57 spaces
�arking:` p�wng Standards requirement oi 282 spaces.
One required,none provided. No One required,none provided.No One required,none provided.No
' changes to loading and
Per the Town of'Vail One required,none provided changes to loading and delivery status. changes to loading and delivery status.
Loading: delivery status. �yT,�
Loading Standartls(1 berth) delivery status.
19 feet 191eet
24 feet
30 feet 30 feet 9,391 sq.ft.
Mili Creek Setback: 10,065 sq.ft.
10,945 sq.ft.
n/a 5,082 sq.ft. 16,044 sq.ft.
Total commercial area: , 17,104 sq.ft.
16,960 sq.ft.
Total floor area: n!a
5,082 sq.ft. ermit is issued.
for ihe roject must be provided by paying into the parking fund. The applicant shall be fequired to pay the parking fee that is in effect at the time the building p
•As this propeny is located in CCI,all parking ihat is required p
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���. URBAN DESIGN CRITERIA AND RELEVANT MASTER PLAN POLICIES
q, Vail Villa e Urban Desi n Guide Plan
The Vail Village Urban Design Guide Plan specifically addresses the Mill Creek stream
tract east of the Serrano s Building as follows.
Concept
g - "Mill Creek walking path, West Side Mill Creek Path completes linkage
from pirate ship and mountain path to Gore Creek Drive.
S
taff believes that this walk should be an extension�{r�c� r Staff recogn zes thatmas a
� to the Mi►I Creek Court Building and adjacent strea
mutual goal among the developers, Vail Associ�o the Vtlta Bahn ski base,to create a
new pedestrian link from Hanson Ranch Road
ff believes that the connection between Hanson RaS�0 R The al"gnment,w'dth and
Sta
been improved significantly since the previous workse
loca
tion conform to the Vail Village Urban Design and Guide Plan, and staff's analysis.
g, Vail Villaae Urban Desian Criteria
�, Pedestrianization:
The Vail Village Urban Design Criteria state that:
"a major objective for Vail Village is to encourage pedestrian
circulation through an interconnected network of safe, pleasant
pedestrian ways.
'n the Mill Creek stream corridor should
Staff betieves that the pedestrian path i
reflect the design and quality of the recently ��op idor�. '�Nph this goal n�nd,
Hanson Ranch Road in the Mill Creek stream
the landscape architect has modified CeeCOnc ete wall has beeneepl ced with
walkway undulates, the poured in pla
boulders where possible, the concrete wall is faced with stone and has been
designed in a serpentine fashion to reflect lanters lo'cated n exot to the bu dingt
corner, and the plan includes 5 asp ocated on either side of the pedestrian
Staff believes that the landscaping
walkway will improve its quality. There an of the new stai caseh' One'Itree wi��o
be relocated to accommodate the locatio
be located approximately 10' to the �ear Nansonh Fianch Road Staff believes
_.relocated to the_front of the building
earance of the site. Three "village
that the relocations will improve the app ro riate locations to illuminate it
lights" have been added to the walkway at app p
at night. Two 0
utstanding issues regarding this section of walk hould be e the
south bridge abutment on Hn's efforts on the north side and if the utility
improved to match the Tow
? pedestals should be consolidated.
4
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2, Vehicular Penetration:
Staff
believes that the proposal is consistent in the goal of eliminating vehicles
from the Vail Village Core.
3, Streetscape Framework:
will resent a three-story facade along Hanson Ranch Road. It wi��
� The building p
include an outdoor dining deck on the secch Road,and public art adjacent oa�n
entrance to the building from Hanson Ran
ihe front entrance. The pubiic art wiii �e in the form of a larg° �v2�� 9r�phic
p
ainted on the f'irst floor exterior wall or poss bifi�ath sucpiteea as the proposed
this wall. Staff believes that these elements �ve additional interest to the
building will create new commercial activity and g�
street life.
4, Street Enclosure:
� In general, the goal of this criteria is to creatSU�cessful if the widt r omthe space
design point of view, the outdoor rooms are
of the street is twice as wide as tfie averagn examhtlefof th sucon ept nAssuming
side of the street. The diagram below is a p
the first floor of the Red Lion commercial shopctureh s cons stent with t euilding
is approximately 1 5 fee t t a l l, t h e p r o p o s e d s t r u
star�dards of this goal. •
- x�l� .
����' =,?:''�� ,�
yi. ,.'.• .: .
, •,.
.r: �
I ..'' ''
_ .Y .
.. .�
�� �:. :..
.. .. �� .
`.�
%� . �.,G��YG�M 4
t
.
� � .
4 .
a �
,a
5
�
•
5. Street Edge:
' eria calls for buildings to be designed with port��S d�scussed above;ar
This crit
the property line. This helps to create the outdoor rooC ntinuous buitding
however, the guidelines state that this is not to imply
e1� �;ne." The success of the street edge is dependent
frontage along the prop y
on variety, w►th portions of buildings being s etbaS��°�Weeks have ymp ovedta
believes that the changes in the design in th
the quality of the proposal, particularly in relation to this �o�on oWhe bu1ed ng
that the street edge wil► have more character, given the p
� that has been eliminated on the northeast co�a e is what isvcal ed foeby thising
undulation and variety within the building fron g
criteria.
6. Building Height: .
The proposed building height is consisma�i o��,on ogtheSroof wh'��ChS'g flat
Considerations. Although there is a s p ood job, in staff's opinion,
(approximately 300 sq. ft.), the architect has done a g
making this portion as small as possible. In the last few design iterations, this
element has become smaller and smaller. �
Staff compared the proposed section of the Serrano's building to the Golden
Peak House. There is a difference in f�e r-The' Serrano's str gcture s sixeinches
maximum ceiling height in the penthous
larger on each level than the Gn�Peak House�ut couldtbe reduced by 2 5 feet.
re design e d t o m a t c h t h e G o l d e
7, Views and Focal Points:
anal sis of the adopted view corridors have bee1es there is�no h this
A detailed Y
building comes close to the adopted view corridor boundar ,
encroachment.
The Urban Design Guidelines not only identify adopted view corridors but also
state that:
"whether affecting adopted vie s f o�a0 edestr an ways andtpub c
proposed development on view p ro riate:'
,�;, spaces must be identified and considered where app p
�,.
-Staff believes-��re building w►11 ha�e�signi�n a�neW pao�the upperrP� of B dge
Ranch Roa d to t h e s k i s l o p e s. I n a d d i t i o ,
S tree t t o the southeast wilt be eliminated. nhRanc h'R o a d.rrStaff has ev laluated
the public to see Vait Mountain from Hanso
' the impacts from the proposed development and believe thap I can�'�is nness
' would be desira b le. H o w e v e r, s t a f f a c k n owled ges that the a p�
proposing a structure t ha t c o n f o r m s to the height regulations.
�
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g. Service and Delivery:
ro osed, the Golden Peak House and the Serra�S ry ces he utib y area
As p p
sharing a common trash elevator. The elevator w ic
of the Golden Peak House will be accessiblee�lenttcoordnlagon of this servi ce
connection. Staff believes that this is an exc
and reduces the amount of service activity on the street by focusing it at one
� entrance.
g. Sun/Shade:
The sun/shade impacts to the surrounding properties will increase. For the
S ring and Fall equinox, half of Hanson Ranch Road will be in shade at 10:00
p �m., the street will not be shaded, but the walking path will be.
a.m. By 2:00 p.
Shading at the Winter solstice will be much more significant.
1 p. Roofs
. Staff has spent quite a bit of time working wte �eef ard ng the oofswor theban
design consultant, and with the pro�ect arch 9
Serrano's Building. There has been a significant improvement in the roof form
for the building since the initial application. The Town has encouraged the
rchitect to unify the building under a single roof foia notravpear totbe bed in o
a ° " because the top floor d P
appeared somewhat boxy roved the
the lower three floors. T f the bu Iding a At tt�is t mee, aoof o ms extend from the �
in t e g r a t i o n o f t h e f l o o r s o
third floor elements to the fourth floor elements an d m a k e t h e b u i l d i n g a p pear
more cohesive.
Staff has a concern with one of the balconie f �hetth rd floorfroof o e'xt nd to
north. If cut back in size, it will allow more o
the fourth floor. This would help achieve the atel h s issue afe�a model hase
two floors together. Staff has agreed to evalu
been constructed. If the building form will benefit from the change, the staff will
require it prior to a f�nal DRB hearing.
- The Town's Urban Design Guidelines call for oaenc�ant hasti c easfed ths to 6
feet on all edges. Since the worksession, the pp
depth of the eaves. The Hanson Ranch Roa Theeeast e evat on wilWalsohmeett
or exceed the three foot minimum guideline
�he guidelEnes, with th� exception of an 14 ��+1eexceed ng the�three footet. The
southern elevation will have eaves meeting o
guideline except for a 24 linear foot seer10lt is mporta t to note that the fourth
foot deep for a majority of the perimet
floor eaves are set back in such a way that they are less visible than the third
floor eaves from the street IeveL
The roof is proposed to
be tar and gravel which is consistent with criteria Wi�„ed
in the Guidelines. The proposed roof pitch is a 3:12, which is consistent
the Guidelines, which calls for roofs ranging from 3:12 to 6:12•
7 —
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�1. Facades
The materials to be used in the facade include stuus d in the V le ge a ndng� and
� copper elements, and are all materials frequent y
allowed for by the Guidelines. The transpare el nestcall for f rt ffioors to beot
fulfill the criteria as well as it could. The Guid
55% to 70% transparent. Upper floors are to be 35% to 40% transparent.
Thou h the numbers are not met exactly, staff believes that there is adequate
9
differentiation between floors.
Most of the windows are made up of the small panes which staff believes is
consistent
with the Guidelines and makes for a more attractbu Id n`tl'whichhs
trim around the windows will be a significant feature on the
also consistent with the Guidelines.
�2. Decks and Patios
ed a few feet above the pedestrian
A dining deck will be located on the north tevation of the second floor. T e
Guidelines call for dining decks to be e�eVa The Guidelines do not speak to
walk to allow diners to view the street activity.
second floor decks; however, staff believes that the proposed second floor deck
is a reasonable proposal.
� 13. Balconies
Staff believes that the balconies will be an effecniv ala ne character't, and the
building. The railing design is consistent with a p
number of balconies have been reduced to limit the amount of architectural
"busyness".
14. Accent Elements
The architect is proposing to use copper on several awnings and roof elements
fascia and
on the first and sec se of the bu d nghareeall�strong abcentSelements that will
stonework at the ba
lend to the success of the project. The window boxes will be irrigated to insure
that the plants and flowers will look aon�tAn accentrelemenit that st ffbs
- finished without a cap, in staff s opm
concerned about is the artwork to be locaees�alltne d to betp o dedforrthe e
Details of the walt painting or the sculptu
DRB review. . , . _ _ .
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�5. Landscape Elements s
There
are three components of the landscape plan associated with this project:
Nort�de
�n elements on the north side of the building include five planters.
Landscap' g illars suppo��ng the second
Two of these wiil be located at the base of ston o P d covers and perennials.
story dining deck. These will be planted with g
Three other planters will be located next to the�e four shr bbs a'nd two a pen st
planter, approximately 3 feet in depth, w►II ►nclu a ainst the building on
Staff believes that the vertical landscaping located up g
Hanson Ranch Road will help soften it.
Eas�e
' Creek Court Building in the
S
taff believes that the landscape design for the `Mill Creek stream tract shoutd
reflect the work the Town did adjacent to the Mi
mmer of 1994. The concept used by the Tow�alkway�st edged in so'meWalk,
su aver
steps, softscape and creek together. The p rasses. The curv�linear
places with boulders and in other places is open to g
cts the natural character of the space. The sta�o s ock. fThe north
s t y l e r e f l e an d a l l w a l l s a r e f i n i s h e d w►t h
sandstone (not concrete), rovements,
side of the bridge for Hanson Ra St ff beaevesthat thiststyle,Ia d all of these
has been faced with moss rock. rovements adjacent to the Serrano s
materials, should be used for the imp
roperty, including the completion of the south side of the bridge on Hanson
p art of the Serrano's redevelopment.
Ranch Road, as a p
ff believes that the current landscape design eas TheCUSehof boulders,
Sta
landscaping work done at the Mill Creek Court a new shrubs and trees,
moss rock, stone-faced walls, undulatin9 eas n Wwa�aY• There will be three
are all effective elements to providing a p 9
as ens located in planters adjacent to the he walkway Ing Wall. As a result,
p o n b o t h s i d e s o f t
there will be landscaping
Sout_ Side
will include four existing spruce that are to remain
The south side landscaping roximately ten feet to the
and one existing spruce that will be transplanted app
th of its existing location.- Two concerns staff�h the sga r�Ca et nea way that
--sou �y edestals and fmishing
are consolidating the utili p The Town
matches the Town's work around �aeCases.r St ff ecommends that the higher
provided sandstone treads m all
quality material (sandstone) be used rather than the concrete staircase
proposed. �
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C, Vail Villaqe Master Plan
Goal #1:
Encourage high quality development We��t Psustan'itstsense ofe
architectural scale of the Village in or
community and identity.
�.2 Objective:
Encourage the upgrading and redevelopment of
residential and commercial facilities.
Additional development may be allowed as
1,21 Policy: Ian and as is consistent
identified by the action p
with the Vail Viltage Master Plan and Urban
Design Guide Plan.
1.3 Objective: Enhance new development and redevelopa ent
through public improvements done by p
developers working in coop°ration with the Town.
�.3.� Po���y; Public improvements shall be developed w�'t th
participation of the private sector working
Town.
2.2 Objective: Recognize the "historic" commercial core as the
main activity center of the Village.
2,2,1 Policy: The design criteria of the Vail Villama�rbu tling
Design Guide plan shall be the p Y.9
document to preserve the existing architectural.
scale and character of the core area of Vail
Village:
2,3,1 Policy: The development of short term accommodation
units is strongly encouraged. Residential units
that are developed above existing density levels
are required �°akes them ava lab enfor sho term
manner that
overnight rental.
. 2.4 Objective: Encourage the development of atible withf ex sti g
commercial activity where comp
..: _ land uses.
10
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1 Polic : Commercial infill development coulat oens shall be
2.4. Y
established horizontal zoning reg
rovide activity generators,
encouraged to p ublic lazas, and
accessible greenspaces, p P
streetscape improvements to the pedestrian
network throughout the Village.
2.4.2 Policy: Activity thae Prfordboth het guest dand theg
entertainm
community shall be encouraged.
2.5 Objective:
Encourage the continued upgrading, renovation �
and maintenance of existing lodging an
commercial facilities to better serve the needs of
our guests.
To reco nize as a top priorifi�r the enhancement of the walking
Goal #3: g
experience throughout the Village.
Ph sicall im rove the existing pedestrian ways by
3.10bjective: Y y p
landscaping and other improvements.
3.1.1 Policy: Private development Pr ntsctsuchaas pave�rate
streetscape improveme (
treatments, landscaping, lighting and seating
areas), along adjacent pedestrian ways.
4 Ob ective: Develop additional sidewalks,en seace a eas,
3' � wa l kw a y s, a n d a c c e s s i b l e g r e p
includin g pocket parks and stream access.
3.4.1 Policy:
Physical improvements to property adjacent to the
stream tract shall not further restrict public acces .
3.4.2 Policy: Private development projects shall be required to
incorporate new sidewatks along streets adjacent
to the project as designated by the Vail Village
Master Plan and/or Recreation Trails Master Plan.
,�.�
Goal #�4: - To preserve exi�ting ope� space areas and°expand green space
opportunities.
4.1 Objective: To improve existing open aPe and pocket parks.te
new plazas with green sp e of open
Recognize the different roles of each typ
space in forming the overall fabric of the Village.
11 _
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4.1.3 Policy: With the exception of ski base-related facilities,
. existing natural open spa�ou rVail Village shal�be
Vail Mountain and throug
preserved as open space.
.4 Polic : Open space improvements including the addition , .
4.1 Y
of accessible green space is describe or
graphically shown in the Vail Village Master Plan
and/or Urban Designrivate nf il�l o�rWedevelopme d
. in conjunction with p
projects. .
Mixed Use - This category includes the
Vail Village Master P{an - Land Use: � ��historic" Village Core and properties near
the pedestrianized streets of the Village.
� Lodging, retail, and a limited amount ��ith
� office use are found in this category.
nearly 270,000 sq���eeehundred and ace
and approximately
twenty residential units, the mixed use
character of this area is a major factor and
appeal of Vail Viltage.
Vail Village Master Plan - 3 to 4 stories •
Conceptual Building Height Plan:
Vail Village Master Plan - . No. 3-8; Mil� Creek Streamwalk
Sub-Area Concepts
"A walking path along Mill Creek between Pirateship Par�k �id G ublic
Cree k, fu r t he r c o m p l e t i n g t h e p e d estrian network and p 9 P
� access to the creek. Specific designen�d location sha l l be s e n s i t i v e t o
adjacen t uses o f t h e c r e e k e n v i r o n m
'�i' r l.t� cN%�; �.-,-.l.�i-�...��•.i..
.
Lao. � ��°• ��,� �o�MMev:ca
' � e�occ . ,_. �"''.:'-
e �o-c� : � �.�..J' iJ .
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� �v�,``� �LLS./� �,� \ �J� —� � �'�_
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p, Streetscape Master Plan
avin material for the right-of-way area of the Village Core is
"The primary p 9
ort. The herringbone pattern,
recommended to be rectangular concrete u e pavers, in the color mix speci ie
in the Guidelines for P a v i n g s e c t i o n o f t h i s r p a double soldier cours e. T h e .
which is prop�s�the need fora simp e st eet cape treatment without being
intent is to sa y
monotonous."
The a licant is proposing a band of pavers a'nn out frorm the face oflt�he bu Id'ng• �t
pp the east
proposed band would be 10 feet wide, extend g
would wrap around the building on th+e �►o Vee Walkway wal be sntowmeltedg There will
side towards the bike path. The ent�re pa
als
o be three Village lights located along the walkW�h•a dtouble soldier course,the
developer will use the "Vail Blend for the pavers
��, HISTORY OF SURROUNDING PROPERTIES rrounding the
At the request of the PEC, staff researched the histories of several buildmgs su
Serrano's site:
q, A & D Buildinq
October 8, 1984 - The PEC approved a CCI exterior alteration. No variances were
requested. Site coverage was proposed Iain modificat one equestabe app o ed by the
approved wit h t he c o n d i t i o n t h a t a f l o o d p
Town prior to construction.
May 8,
1985 - The PEC approved a floodplain modification for the A & D development.
No stream setback variance was required.
rua , 1995 - Applicant proposes expansion to Golden Bear. Proposed site
Feb ry
coverage is 79.95%.
g, Red Lion Buildinq
April 9,
�ggp - The PEC approved a view corridor enc n aand condit onal usebpe mit (to
variance, site coverage variance, CCI exterior alteratio ,
� allow an outdoor dining deck). Prior to red a k p o 18�fteet•RThe p opos aing
encroached into the Mill Creek stream setb
ment.requested 5 additional feei..of encroachments as signa can ssuesthat
redevelop rovem
location of the existing building aadttof pecial prvilege. The staff recommended
would not make the request a h the PEC ultimately approved the requests.
denial of the requests, althoug ro osal included 50
Concerning site coverage for the Red Lio OWevee1as part of the redevelopment, 27
square feet of additional site coverage. H
square fee
t of existing site coverage was to be eliminated. As a result, there was net
13 �
_ ...... . �
� � •- , �
are feet of site coverage. At the time of the proposal, the existing
increase of 23 squ Though the staff recommendation for
Red Lion Building had a site coverage of 83%. roved it.
the sife coverage variance request was denial, the PEC ultimately aPP Town
One of the conditions of the exterior alteration was an agreement between the
and the Red Lion developers that the GRFA app
roved through that process be the
. Lan uage has been incorporated into the �e1an mun ts are theamax mum ai owed
cap 9 ro ect
existing 8,714 square feet of GRFA and three dw 9 pe added to the p j
for the property and that no other GRFA or dwelling units may roximately 11,200
in the future. The standards for We�l n�nung S ould have ailowed app °
square feet of GRFA and eight d 9 "
1990 the PEC approved an exterior alteration Lion Restau ant g At
On October 22, � ro osed
variance to allow an airlock to be constructed for the Szechuan ercent. The p p
the time of the request the building had a site cover�a ae a lowed he building toe theh a
airlock was an additionat 60 square feet. The app rimaril becaus �
site coverage of 83.6 percent. S�Zfed the need aor�aar�locksat, p Y
Zoning Code at the time emphas
C, Golden Peak House
November 2, 1993 - Town Council app
roved a Special Development District for the
Go
Iden Peak House. This included, among other im�� of the proposala herexis ng
which exceeded the 80% allowed in CCI. At the t
G
olden Peak House on the existing lot had a sit ve a e well be g4%. �nder the
approved ptans with the expanded lot, the site co 9
p, Curtin Hill Buildinq
March 8,
1993 - The PEC approved a CCI eoterior alteratiOV d s t' cover�age is 71.6%.
coverage at the time of this proposa l w a s 7 1 /o• T h e a p p r
E �h;��tiania LOdqe
Under the Pub�ic Accommodation zone district,
allowed site coverage is 55%. On
23 1 gg2, Town Council approved a Special Development District allowing the
March ,
Christiania to expand from 32% to 39% site coverage.
F, Slifer Buildina �
February
24, 1992 - The PEC approved a site coverage variance. The existing site
coverage at the time was 92..1% or 2,956.7 sG 8�o fsince t e construct'on of th s
additional 57 square feet of site coverage or
was a concept proposed at the time by
ddition, the current Slifer Building has a site coverage of 93.9% or 3,013.7 squar
a ortin the request
feet. The basis for staff supp 9
ese
a consultant hired to analyze the Zoning �a de Section fo CCI oe eflect hee setback
changes included modifying the s�te cove g
ction for CCII. In Lionshead (CCII), setback standards can be waived if propose
� se with the Urban Design Considerations. Thatsed in the cept
additions are in compliance ro osed to be u
was suggested to be app�ied to site coverage and was p p roved.
Villa e. It is important to note that these code modifications were not app
9
14
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� ~ �
G, Clock Tower Buildina °
Au ust 12, 1991 - The PEC denied a requestlain a SThe PEC ound that thetp operry
9
Superstars Studio within the Clock Tower Bui 9
was not encumbered with a physical hardship. Thehaveting si�e coverage at 87 2%.
The request for an ndedldenial and the PEC con crred. p
The staff recomme
H, Covered Bridqe Buildina licants
The Covered Bridge building was approved for redevelopment in 1993• The app
II zonin standards. The project was
originally requested five variances and a„o�odplain g odification, but ultimate y
designed a building which conformed w
approved and recently received its' TCO.
V, VARIANCE CRITERIA AND FINDINGS
' ria and Findings, Section 18.62.060 of the Vail Mun�monCa ea variance
Upon review of Crite roval of the co
Community Development Department recommends app
and
denial of site coverage and stream setback variances based on the following factors:
q, Consideration of Factors:
1, The relationship of the req es in�the v cnn'ty� other existing or
potential uses and structu
Site Coveraqe
Staff believes that the relationship of the proposed development to other
uses in the vicinity has improved since the previous worksession. We �
believe that the character of the buildinbu din�hab been rr►it�gatedtbY f
the Village. The mass and bulk of the 9
the architectural design. Specifically, the mass and bulk has been
broken-up in an aesthetically pleasing waY•
Stream Setback
Staff believes the variance request for stream �sbo the setback. The /
criteria. All of the above-grade building confor rade. V
only portion of the building thae at veampactton tli'sbcr t r by he
.Therefore,.we see very little n g
requested variance.
Common Area
Staff believes that the common area varianl�e'ns Code, theS1appli ant has ✓
the exiting requirements of the Uniform Bui 9
� had to dedicate a certain portion of the floor area tor0a�ert eys f om the
� stairwe l ls. We b e l i e v e t h e i m p a c t s to surrounding p p
� common area are minimal. .
� 15
,
.. �
i
' ` which relief from the strict and literal interpretation
2, The degree to �
and enforcement of a specified regulation is necessary to achieve �£
com atibility and uniformity of treatment among sites in the vicinity
p rant of special
or to attain the objectives of this title without g
privilege.
Site Coveraqe
Staff believes that there is n° °he earch ar ov ded nl t e previouus'fy a
site coverage variance. In the r P
section, staff believes the A & D BU�stl�li e the Sereano'Bp opo al IdSgce
are the two projects that are the mo
these two buildings were demolished, and the developer was working
w
ith a vacant site, there were no existing constraint�atelh bothd be
viewed as hardsmed to zoni g and d'd n t equ re variances.
buildings confor
The Red Lion building through the variance process, has been allowed
to 83.6% site coverage. The current proposal for
to expand up o Though the iwo
Serrano's puts the building at 83.9/o site coverage. oint
buildings are significantly diffverat e isff'behe balltparkm of�thets tep
out that the proposed site co 9
coverage of the Red Lion buildieg{S�b��a�the' Red Lion wasfnotna
difference between the two prol rovals
demo/rebuild and that the proposal at the time of the variance app
was to make additions to an encrease oIf s e cove age at the t me of the
important to note that the net
variance approvals was 23 square feet for the condominium
development and 60 square feet for the Szechuan Lion air lock.
The Golden Peak House,
through an SDD process, was allowed to
reach a 94% site coverage. t th Go denffP ak House wasthev ewed as
development proposals �s tha
an SDD and had to address mane e elo menta MajoW tae tscapeer
consideration for the Serrano s rovisions were mcluded as part
improvements and employee housing p
of the review of the Golden Peak Houso�ne sh p patternsaofdthenGolden
believes it is important to note that the
Peak House make it very different than the Serrano's request.
The Slifer Building has received a sitc verareg ar a ce of 1 8% ob57 ry
24, 1 gg2, the Town approved a site 9
With
square feet. At the time, the exS nioW 93 9o�Veinghe memo for this
the addition, the site coverage i
request, staff relied on the recommendatien Thishwas basedenlparGon e
Plan Considerations to justify the varianc .
16
�
. , ��_ �
commended by a consultant regarding the way the Municipai
changes re h the Code was not changed
Code should be rewritten. Thoug
according the recommendations of the �he S roao�ed Ser�rano's bu id ng
to justify a variance, staff believes that p P
is in compliance with the Urban Design criteria at this time.
In summary, when considering the Serrano'snoQook towards precedent.
the physical constramts of this s�h s cal ha dship, staff recommends
Since the site does not have a p y
denial of this portion of the request.
Stream Setback
Staff believes that there is not a physical hardship on this site which
into the stream setback. We acknowledge
would justify encroaching '
� " that the impacts from this encroachment anding ou t toS the stream �te
is small. T he app�i c a n t h a s s a i d t h a t e x p
setback area is critical, because the site is small.
Common Area
In the past, staff has suppo►�ed common area variances associated with
commercial buildings. Typically, these have been full-service hoeeas�er
which require a higher level of guest amenity and the afnt has equested
amount of common floor area. In this case, the Code requirements for
the variance mainly to achieve Uniform Building
front and re�r exits and common hallwa asiS Seasonable.S that support
for the proposed additional common are
3.
The effect of the requested variance on �19t esn ublicfac Ites�andf
population, transportation and traffic fac �
utilities, and public safety.
Site Coveraqe
Staff believes that the requested site coverage variance may have
negative impacts on the amount and duration of sunlight reaching
Hanson Ranch Road.
Stream Setback
� - -Staff bekieves�tt�ere�will be little impact from this variance request on �
these issues.
Common Area
� taff believes that there will be little impact from the common area
variance on these issues.
17
. � ,
. � � . •
nd Environmental Commission shall make the followin findin s �
g, The Planrnn a ;
before qrantina a variance: f
e ranting of the variance will not constitute a grant of special
�, That th g ro erties classified in ``
privilege inconsistent with the limitations on other p p �
the same district.
rantin of the variance will not be detrimental to the public
2, That the g 9 y � ro erties or
health, safety or welfare, or materiali in urious to p p
improvements in the vicinity.
3.
That the variance is warranted for one or more of the following reasons:
The strict literal interpretation or enforcement of the specified
a• ractical difficulty or unnecessary
regulation would result in p
physical hardship inconsistent with the objectives of this title.
There are exceptions or extraordinary circumstances or
b' licable to the same site of the variance that do not
conditions app ro erties in the same zone.
apply generally to other p p
The strict interpretation or enforcement of the specified regulation
c. rivile es enjoyed by the owners
would deprive the app�icant of p 9
of other properties in the same district.
Site Coveraqe
Staff believes that Finding B1 is not met as the granting of this variance
could be seen as a sp
ecial privilege. Though the Red Lion has been
the redevelopment of the o
� approved with the site coverage of 83.6%�0 osal to make additions to
° � � buildings are different in their nature. Aro osal to demolish an existing
11Q� an existing buitding is different from a p p
C� building and start from the ground up•
/ act on
Finding B2 is met in staff's opinion as there would be no imB3 cannot be
public health, safety or welfare. Staff believes that Finding
met for reasons outlined in the paragraph above.
Stream Setback
Staff cannot suppo►� the stream setback variance relative to Finding B�
for similar reasons outlined above (con�anted st eam setbackge
variance). Though the Red Lion was g
encroachments, it is due to the fact that the�ebetno mpa tst eh ah�s
the hardship. Staff believes that there wou B2. Concerning
safety or wetfare and th ot belie euthatrit meet I thisg riteria for the
Finding B3, staff does n
reasons listed above.
18
R �
•
� �
. Common Area
• Staff supports this variance relative to Finnd'ia9COmmon a�av anances
granted°a special privilege since other si
have been granted in the past. In reference to Finding B2, staff believes
there will be no impacts to health, safety or welfare. ortedyas ta str'ict
• believes that the he common arear egulat on would deprive this
� interpretation of t ed by other owners of properties in the
applicant of privileges enjoy
vicinity.
V�, CONDITIONAL USE CRITERIA AND FINDINGS
Upon rev
iew of Section 18.60, the Community Developmfollo�w ng actorsrecommends
approval of the conditional use permits based upon t e
q, Consideration of Factors: ment objectives of
1, Relationship and impact of the use on develop
the Town.
Outdoor Dinina Deck
develo ment objective, articulated in the Purp the d stri t is intended
The p
Commercial Core I, Section 18.24.010, states tha
to maintain the unique character of Vail �o�g antly pedes'tr an °f lodges
and commercial establishments in a pred
environment. The Purpose Section sp�heS oalhs t aensure a U�an
Design Considerations and states tha 9
continuation of the architectural quali'n'n t de klSSngons stent w'ithg he
Staff bec'ont btut ntg to the st eet life�Cha acter.
� goal o
Office Use of Third Floor
St
aff believes that providing additional office spa and helps fufgethe
broadens the number of users within the Village
goals of the development objectives.
The effect of the use on light and air, distribution of population,
2, arks and recreation
transportation facilities, utilities, schools, p
facilities, and other public facilities needs.
Outdoor Dininq Deck
No impacts.
�
19
�
�,
�
� �
____..
�
, `�. �
Office Use on Third Floor
No impacts.
3, Effect upon traffic with pa���fetr and convenienceet affnc flow and
automot�ve and pedestr�an sa y
control, access, maneuverability, and removal of snow from the
street and parking areas.
Outdoor Dinina Deck
No
w that the dining deck has been reduced in SX st na improvements,
encroach into the right-of-way further than the edestrian safety, and
staff believes that the impacts on congestion, p roved the
traffic flow are reasonabs the encroacD ent nto the Mapson Ranch
proposed deck an ac�c ptable.
Road right-of-way
Office Use on Third Floor
No impacts.
on the character of the area in which the proposed use is
4, Effect up the scale and bulk of the proposed use in
to be located, including
relation to surrounding uses.
Outdoor Dinina Deck
believes that the outdoor dining deck will improve the character of
Staff ositive addition to the Village.
the area and will be a p
Office Use on Third Floor
Staff acknowledges that the office use, as well as the other proposed �
uses, all contribute to the ma ha���S IsI acceptablerras long as the
redevelopment. We believe
office space continues to be used ae S ace wSl nfo bbe convehted to
applicant needs to insure that the offic p
residential. If this issue can be adequately addressed, staff believes
� that the use should be suppo�ed.
g, Findin s
The Plannm
and Environmental Commission shall make the followin findin s before
; rantina a conditionat use ep rmit: '
„
z
20
. •
, , �
at the roposed location of the use in accor ae'and the p upo es ofhe
1. Th p ,
conditional use permit section of the zonmg co
the district in which the site is located.
ro osed location of the use and the conditio ntal to the public
2. That the p p
would be operated or maintained would not be detr�oee�ies or
health, safety, or welfare or materially injurious to p p
improvements in the vicinity.
ro osed use would comply with each of the applicable
3_ That the p p ermit section of the zoning code.
provisions of the conditional use p
Outdoor Dininq Deck
Staff bel
ieves that Finding 61 is met as the purpose of the zone district
' health, safety or welfare. Find�ng
su orts the concept of outdoor dining deCks. Finding B2 is met in staf s
Pp ubl
opinion as there will be no impact to p
' is met, as the proposal complies with zan�n he Town hasaa process 90 Itease
B3
deck will be located above Town right-of-way, t
right-of-way to restaurant operators for deck space.
Offic__e=
S
taff believes that B1 is met for office use as t semetla$ there'would be no ges
a variety of uses, including office. F�ndmg B2 B3 is met, in staff's opinion,
impact to public health, safety or welfare. Finding
liance with the provisions of the CCI
as the office space would be in comp' licants provide
section of the zoning code. �gahe off c'le bpacelwilltnot be used for residential
an assurance to the Town t orts the use.
purposes. If this can be verified, then staff supp
VII. FLOODPLAIN MODIFICATION ro osed development.
There is no longer a floodplain modification requested with the p p
V���, CONCLUSION
nds a roval of the exterior alteration requensis entbw�th the Vail
In conclusion, staff recomme PP ro osed project is co
the analysis of the criteria above indicates that the p p With the Streetscape Master
esi n-Guidelines and Design Consideration II astaff also believes that the
Village Urban D g
project is consistent with the Vail Village Master Plan as We f a roval is based on
I o recommends approval of the conditional use for office on the third floor as
Plan. Staff a s
indin s as discussed above. Staff also recommends
well as the conditional use for the dining deck. Our recommendation o p
; the analysis of the criteria as.well as the 9
approval of the common area variance.
21
��
- �
, „ �
However, staff re
commends denial of the site coverage andn tr��ae tetbove age and stream �
Though some of the criteria and findings can be met regar � g findin s and criteria and
uests, not alt of the criteria and not all of th�e fending gcan be fulfilled. If
setback variance req ro ect does comply with the varia
the PEC determines that the p j
ultimately app
roves the proposal, staff would recommend that the conditions listed below e
included.
Prior to final DRB hearing, the app►icant shall:
mend the drawings to include modifications m de by he Town��onrthe
1. A rovements
bridge abutment to match the imp
northern side;
edestals and screen all utility equipment with
2, Consotidate all utility p reason, the applicant shall
shrubs. If utilities are to be reloca��edal r any
return to the PEC for location app
3.
Deed restrict the office area and construct in such a way that conversion
to residential spaces will not be allowe .
4. Match the exterior staircase on the sou1e�e� ntlhe Mhl Creek Court
staircases the Town has recently comp
area.
5
, Reduce the area of balcony on the fou�hal the fou h floor needsfbetter
determines, after reviewing the model,
integration with the roof of the third floor.
g, Reduc
e the floor-to-floor ceiling heights by six inches to lower the
� building height by 2•5 feet.
1:\everyone�p��emoslserrano.313
22 }
3
i
} �
� ' �
EXHIBIT A
Chart 1 —Floor Area
Comm�n Area
Office Restaurant
GRFA Commercial ___
1,201 sq.ft.
Basement "-
2,926 sq.ft. ---
• 124+392+ 170+300 sq. .---
1,989+969 sq.ft. � 2,812 sq.ft.
1 st --- 682+13 ---
. 2nd --- -_- 21 +137+172+136 449+246 sq.ft. ---
- 3rd 2,224 sq.fl. �_
52+24+22 ---
4th 1,28� --- 695 sq.ft. 2,812 sq.ft.
� � 3,446 sq.fl.
��
3,507 sq.ft. 5,584 sq.ft.
`
��� � � ��s � , s� ���
Chart 2—Parking
Commerciai Common Area
Office Rest_ a��l
GRFA ------ 695/250 2,259/15I8
5,584/300 �
3,507 sq.n• 2.8 spaces 18.8 spaces
2.5 spaces 18.6 space
Total: 42'�
23
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Greg Amsden requested a 15 minute break before next item.
7. A request for a major exterior alteration in the Commercial Core I zone district and site
coverage, stream setback and common area variances, floodplain modification and
conditional use permits to allow office on the third floor and to allow an outdoor dining
deck to provide for the redevelopment of Serrano's, located at 298 Hanson Ranch
Road/Lot C, Block 2, Vail Village 1 st Filing.
Applicant: Margretta B. Parks and Vail Associates, Inc.
Planner: Andy Knudtsen
Greg brought the meeting back to order. Andy Knudtsen presented model to the public
and commission in order to explain the project. Andy presented the staff memo. The
most significant change noted was that a portion of the building's first,
second and third
floors had been removed at the northeast corner. Trees remain where they are,
some
trees to be transplanted. Overall size has been pulled back from property lines.
Landscaping area increased. Flood plain modification no longer needed. Mechanical
equipment will need to be screened. Building as currently designed is 83.9% site
coverage. Atl criteria, concerns and statistics presented in staff inemo. Andy discussed
the conditions of approval as outlined in the staff inemo. Andy reviewed some of the
aspects of the proposal including that the service and delivery is coordinated with Golden
Peak House from the basement. Roofs need to appear consolidated and uniform. Roofs
also need to be integrated. Architect has taken third floor roofs and wrapped them up to
the fourth floor penthouse and created a unified whole. Depths of eaves is in
conformance witli master plan. Facade has acceptable differentiation between first and
second floor. Balconies railing has an afpine character and adds to character of building.
No concerns regarding building accents. Aspen will be planted up next to the building.
Staircase should be finished in sandstone. Walkways will be snow melted all the way
around. This project is in conformance with the Vail Village Master Plan.
Mark Donaldson responded to staff comments. Deed restriction to office space may not
be the proper vehicle to use but rather CCR's on the condominium plat. Serrano's is on
leased land and the quiet party cannot enforce deed restrictions. Owner would like the
250 to apply to the office space for future owners. Reducing floor height by 6" is not
something the architect is able to do and still accommodate etectrical, mechanical and
plumbing for the building. Building height requirements are met without reduCing floor
height. Concerning o stucco ch mney elements in oof�. May be abletto extend a�w ng ill
come up through tw
wall behind roof top exposures.
Mark Donaldson discussed the site coverage variance. The developer will be providing a
walkway, landscape improvements, snow melted brick pavers, drainage, TOV lights,
removal of trash chatet, new east portal to Vail Village, stone bridge abutment, and
preservation of landscaping on southwest corner. The difference between additions and
rebuilding does not apply when considering hardship. Variance is not negatively affecting
issues. Impacts to Bridge Street and Hanson Ranch Road are not directly improved by
reducing site coverage. Mark Donaldson discussed various other sites relative to this
project.
Greg Amsden asked the commission for questions. Dalton Witliams stated that he
appreciated the work Mhts we e in the off ce space and Mark re ponded weth 8DeiHenry
asked what ceiling heig
Planning and Ernironmerrtal Commission 5
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Pratt asked how the offices could be approved with no exterior light. Mark explained the
exception in the building code for exterior light. Mark stated they have removed about
1100 sf from the building in the last two weeks.
Jim Lamont representing the East Village Homeowners Association, was concerned
about equal and fair treatment of all property owners under the zoning code. Jim Lamont
wondered why a stream setback variance was not required on the A&D building. Andy
stated a floodplain modification was required but not a stream setback variance. Jim had
a concern about doorways from residential usage to office usage. He said that there
should be a physical separation/barrier. Mark Donaldson stated there would be
separation. Jim stated he serves on the noise committee and was concerned about the
dining deck and that a condition needs to be added that amplified noise from the deck
should not exceed the legally adopted decibel level. Jim expressed concern regarding
handicap access on the South side. Glen Helan stated that they have an access
easement agreement with Golden Peak House.and that Serrano's is storing trash on site.
Jim expressed concern regarding the review of the hardship criteria referring to the
variance. Jeff referred him to Tom Moorhead on that aspect.
Paul Johnston, representing Christiania, was concerned about the stream setback. Andy
explained issues befinreen floodplain and stream setback. Paul's main concern was the
sound issue from the dining area and the patio doors around two sides of the building.
Paul stated that he felt that the decibel level should not be violated and noise be self
contained. He suggested the sliders be eliminated.
Glen Helan noted they are concerned with noise issues. While they have had problems
previously with Rod, the developer has called for specific buffering of noise between
levels. All night club operations will be in the basement.
Oscar Tang discussed his two concerns. The first being the mass of the building which
maximizes the lot size. This building measures 3.5 times the size of the lot and the Red
Lion is 1/2 if that. On a ratio basis, Serrano's is twice the size of surrounding buildings.
With virtually no setback, the building goes straight up three floors. The Red Lion goes
up one floor and back 30' to the second floor. The Golden Peak House affected his view,
but he felt that it was good they created an SDD. Oscar Tang has concerns regarding
another massive building next to the Golden Peak House. He also has a concern with
common area variance. When he built the Red Lion, he eliminated 2500 sq. ft. under a
permanent deed restriction to maintain the character of the village. His second general
concern involved the consistency of what he was asked to do when developing the Red
Lion building and the attitude of development in the Village.
Clark Willingham, developer of Golden Peak House, agreed that some sort of noise
restriction would be a good idea but that it should not be eliminated. Regarding the
walkway, they will connect brick pavers on south side with Golden Peak House walkways.
Golden Peak did make an agreement with Serrano's regarding trash removal and
eliminating the trash chalet. Golden Peak House will be under construction this spring. If
both are done at the same time, Bridge street will be broken up less and tourists will be
interrupted less. The east portal to the ski base is a plus.
Mark Matthews, representing Mill Creek Homeowners, said that the building is a concern
to his homeowners. A Iot of improvement has been done to the architecture since the
last meeting but more could be done. Noise issue is a concern but he does not
recommend a sterile environment. There are owners who come on a regular basis and,
while they enjoy the night life, they try to get a good night sleep as well. He
Planning and EnvironmeMal Commission
March 13,1995
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recommended that the upper levels be stepped back to improve the development.
Ron Riley, representing Gold Peak House commercial uses, said that he would like
Serranos to be developed at the same time as their building to resolve many issues. He
would like to see the whole end of bridge street redeveloped and feels it currently is an
embarrassment to the Town. Would tike improvements from Serrano's to be in place
before the fall of 1995.
Glen Helan, applicant, stated that he would resolve the noise issue on Bridge Street.
Also, he and his architects have worked with staff and Jeff Winston in the last two weeks
and reduced the number of conditions from 18 to 7. He stated that he would like to build
the building in summer of 1995. With further delay, they may have to postpone
construction of the building. Glen Helan thanked Andy for his assistance in the past two
weeks.
Andy presented regulations on the noise ordinance. The police department has had 16
complaints Iogged regarding noise violations at Serrano's.
Mark Donaldson pointed out that the bar will be in the basement and the setback
encroachment is below grade. The trash chalet will be moved inside and noise will be
contained inside.
Greg Amsden asked for PEC comments at this time. Jeff Bowen thanked the architect
for his time and successful efforts in reducing the mass of the building. Jeff still
expressed problems with the site coverage and setback variances. Jeff stated that he
would not approve the stream setback request. Jeff has no problems with exterior
alteration and common area variance.
Dalton Williams thanked the architect for the paver walkway behind the building. Dalton
was concerned with door on third level going from residence portion into the office space
across from the door going into the stairwell. Mark explained a corridor is required for
egress only door. Access to both stairs is required by both users. Dalton was concerned
with the office having no exterior light on the third level. Dalton addressed Oscar Tang
and commended him for his work on the Red Lion building and for ensuring that the Town
got the best product. Dalton expressed that he would like to see the building a story
shorter. Dalton did not like 83.9% site coverage. However, he would not deny the project
because of the stream setback. Dalton had concerns with the office space. Dalton
stated one of the major improvements would be the removal of the trash chalet and
opening up the access to the stream. He supported the exterior alteration and agreed
with staff on conditional use for the necessary common space. He did not agree with the
use of the office space.
Bob Armour did not agree with hardship of the stream setback being based on the size of
the lot. He supported the exterior alteration, conditional use on third floor and common
area variance. He continued to have a problem with site coverage and stream setback
variances. The dining deck and conditional use were not problems. He said that he had
trouble with the perceived hardships and would-vote for denial.
Kevin Deighan did not believe the office space would be teasable and wondered why a
developer would be building it. Kevin questioned hours of operation on the exterior deck.
Kevin supported the deck but has concerns regarding noise. Mark Donaldson corrected
himself from an earlier statement and said that music would be in the basement�nd on
the dining deck. Kevin questioned what they could build without a variance and Andy
Planning and Ernironmental Commission
March 13,1995
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stated that 750 square feet would have to be eliminated from the building above grade,
which was approximately 250 from each floor.
Henry Pratt did not support offices as presented. He did not have a probtem with stream ,
setback in this case as long as it was below grade and no degradation of the stream bed
occurred. Henry had a problem with the �ariance for site coverage. He also
recommended operating hours be required for the deck.
Greg Amsden stated that the developer could have come forward with an SDD
development and created a much larger building. Greg was willing to look at benefits to
the Town from a pedestrian stand point. He felt the architectural changes have come a
long way. Greg supported the exterior alteration. He felt that the conditional use for the
office space needed to be reconfigured. Glenn Helan explained they would not create an
office space they could not rent. Glen Helan stated their staff may possibly use that
space. He felt the Town will benefit from the east access. Greg supported the variance
for common area, site coverage, and stream setback. Greg stated that a restaurant
would also be a benefit.
On summarizing the Board's comments, Greg said that the dining deck (assuming
compliance with noise ordinance) could be supported. The common area variance was
not an issue to the commission. Office area layout was a concern to some-- specifically
that the space would not be converted to residential in the future. Andy suggested a
deed restriction on the office space. Glen Helan said this could be addressed on the plat
map or condo map.
Jim Lamont expressed concerns with the site coverage and common area.
The Commission discussed the conditional use regarding the office. Dalton Williams
disapproved, Greg Moffit approved if it were reconfigured, Greg Amsden wanted to see
an enforceable restriction to prevent it from returning to residential, Bob Armour
disapproved, Kevin Deighan supported it if it could be enforced with a deed restriction
and reconfigured, Henry Pratt approved. Concerning the site coverage variance, Dalton
Wiltiams approved, Greg Moffit approved, Greg Amsden approved, Bob Armour
disapproved, Kevin Deighan approved, Henry Pratt disapproved.
After some discussion, Dalton Williams made a motion that a request for a major exterior
alteration in the Commercial Core l zone district and site coverage, stream setback and
common area variances and conditional use permits to allow office on the third floor and
to allow an outdoor dining deck to provide for the redevelopment of Serrano's, located at
298 Hanson Ranch Road/Lot C, Block 2, Vail Vitlage 1 st Filing be approved per the staff
memorandum with finding that the variance for site coverage is acceptable in that the
strict interpretation of the provision is not warranted because adjoining properties in the
Town have exceeded site coverage and that the strict and literal interpretation is not
consistent with the VVMP or the criteria of the Urban Design Guidelines. The conditions
of approval were modified as follows:
Prior to final DRB hearing, the applicant shall:
1. Amend the drawings to include modifications to the southern Mill Creek Bridge abutment
to match the improvements made by the Town on the northern side;
2• screen all utility equipment with shrubs. If utilities are
Planning and Environmental Commission
March 13,1995
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to be relocated for any reason, the applicant shall return to the PEC for location approvai.
3. �t��t�����t�f�r��tl�:��ir:;ttt�'f',E�un'���u��n��to�nsu��th�t '
,. ,.u•
� � conversion of t����to residential spaces will nov��t b�e�
allowed. -
4• Match the exterior staircase on the southern side of the site to the staircases the Town
has recently completed in the Mill Creek Court area.
5. Reduce the area of balcony on the fourth floor facing north if s#�#€;th�;:::L�s�::�;;:1�'��i�y�
9..:.: . ::.:::. :
��r�determines, after reviewing the model, that the fourth floor needs better integration
with the roof of the third floor.
6.
#eet: •
7. Document the proposed locations for the mechanical equipment are screened from view
• and are outside all adopted view corridors. The documentation shall be provided by a
licensed surveyor.
8. Future operation of the exterior decks shall be in compliance with all municipal noise
ordinances. .
Greg Moffet seconded the motion.
5-1 Vote. Bob Armour opposed.
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Planning and Ernironmental Commission
March 13,1995
Draft Version
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MEMORANDUM
TO: Town Council
FROM: Andy Knudtsen, Senior Planner
DATE: March 16, 1995
SUBJECT: SUMMARY OF THE CONCEPTUAL REVIEW OF SERRANOES BY THE
DESIGN REVIEW BOARD ON MARCH 15, 1995
Andy Knudtsen presented the project, described the program of the building, described
the specific aspects of the requests (variances, conditional uses, etc) and described
the review process.
Mike Arnett stated that the board would like to see a 4 x 8 board in the field for the final
review showing all colors of the proposed building with the colors of the Golden Peak
House so that the two can be compared.
Greg Amsden asked a question regarding the restaurant deck. He wanted to know if it
could be reduced in size.
Sally Brainerd stated that the deck was two times as deep as it should be. She also
encouraged the architect in choosing colors to accentuate the contrast befinreen the "ins
and outs". She said the portions of the building that protrude should be lighter than the
recesses. She summarized her comments by saying that the building works well and
the architecture was done quite nicely.
Mike Arnett began his comments stating that the colors should be slightly different from
the Golden Peak House, but compatible. He recommended the applicant look at the
difference between 44 Willow Place and Bishop Park as an example of different, but
compatible colors. He suggested that the deck be cut back so that it was closer to the
building, but not necessarily reduced in square footage. Mike stated he found the deck
on the fourth floor to be acceptable and did not want to see it reduced in size, as cit�d
by the staff in the conditions of approval of the exterior alteration. He said that by the
final DRB review he wanted to see all the details of the mechanical equipment.
Bob Borne said that the facades facing the entrance to the village were really very
good. He agreed with Sally regarding the architectural character of the building. He �
also agreed with other board comments regarding color treatment. He suggested that
the deck could be softened by rounding the corners. Concerning shutters, he said that
the area of the shutters should match the area of window framed by the shutters. He
suggested that the amount of landscaping be increased in the park area. He
summarized his statements by saying that the building looked really good, but had
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similar concerns about the porch.
The DRB had a general conversation regarding the landscaping and decided that the
amount of landscaping proposed was reasonable, but the aspen should be increased in
caliper size or planted as multi-stem clumps.
Hans Woldrich felt strongly that the deck, in scale, was too large and that it was the
wrong geometry compared to the rest of the building. He also requested that all
mechanical equipment be shown at the final DRB review.
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f:\everyone�andyMemos\council.316
2
SE�T BY�JACK ��ORTUN PRODL'CTION; �-14-95 ; 6�12PM ; � �
MA(N FAXiTOwN OF V:AIL COM-DEV;� �/ �
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�W�T.T T/+*�►i �.�I012T47N'
�T'LA � X� ( �t14ry4�d��►
March 13, 1995
Ms`. Andy �nudtsen
Scniar Planner
Town pf Vail
Dear Andy:
My wife and i own �r� ap����� in the �.Vlill Creek Caurt �
building overlooking the �hx��tiani�, Ser�ana'$ �nd t�e
Golden Peak Hou�e. We have awned f�r g�ight�y more
than four years, and I �m writing speci�caAy today about
the prapoged alt�rnation ar renovation of�h� Park�
buildyng st 298 Han�on Rar�cb, Rvad,
We h�ve great cbncern that �he "canyonx��tion" af the
core of Vai1 Village continue�, an� most every developer
ssake de�riment,al variances t� enhance their inve�tments
and values. The wall crea,ted by the prnposed Gvlden �
Peak House and th� Serrano's redevelopment is merely a
wall at the top ofBridge Street which interfqx�s with the
viBitOrg invitat�pn � �hg �n��n,
I continue ta be �mazed at d�evelopere canstantly
circumventing the GR�'`A limitation;s. T$xe is �nother
exa�raple, and I would xaise the questian a� ta �irat a�f all
why it continues if we truly bel�eve in these GRFA
limitstians.
The �heer mass of this prop�sed building, whi�h ask for .
exceptior�s and cunsideratiQna beyor�d what is �llaw�d, is
nat in anyone's but the develaper's interest.
I would be �uspect of the 7UU square feet of of�ce $pace
which, in my opinion, wiii quickly t�ansla�e Yntc�
residanti�l space by the own�rs ovGr time. Let's face it,
� �
SENT SY:JAC}( MORTON PRODUCTION; 3-14-g5 ; g:1�p+�y ; . _ . .�••
• MA I N P�-�TOWN OF' VA I L COM-DEV;# 3r 3
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Mr. Andy Kn�xdt�en
March 13, 1995
Page 2
it'e not rea�anable to su.�p,e�ct offi�e gpace at that price at
�he tap of$�idge Strc�et. Purel,y�a�d simply, it's
residential, and let's acknawledge it.
�.a building needs to be r+ecox�.sidered and its masg
sigx�ificantly reduced. �'t i� important tha�t in the redesign
a:t th� top af Bridge Stree�, Serrano's and the Golden Pea}� .
be in the best intere�t af Vail, the develapers and the
surrounding community, but critieal is that it be don�
right snd in cangiderati�n af what the laws, restrictione,
etc. currently are.
M�r wYfe and I will be hapPy ta suppart the "right��
redevelopment but will n�t as it is currentl� propvsed,
Sincer�ly�.._-,
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William Mortpn
WM/bj
U 2 i 2 7/9 5 �ON 12:12 F.� 212 8�0 5 319 �°�.�,.°��-ry� N ._�.v�,
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6�M Fifth Avenuo �
New Yor�, New Yosk 10�20-2�02 �
{212)930-�01 �
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Fcbruaxy 27, 1995
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M�'. �.ndy KnudtEen
Sen�,or Plariner
- Town af Vail
Dear e'�sidy:
I a�p=-eciate youY p�,^,t offer to ir+volz�e me ir. t�� rpvi�w
proce�s for the recevelopment af the S�rrana's i��.zildin�. I
LlL1�.�eiSL•azz� that �.he rlanning a:�d E�vir�nmental Commiasion
will be holding a wark se�sion an t:�is subject tk�is
afternv�ii, dc11 woul.cl agpreciate it if vou wauld con•Jey rny
thoughts as expressed in this �etter to irs members.
z have a home on top of the R�d Lia:� sui.Iding and am a part-
time r�sident of Vail. I�� L���nt ye�ls my fnmily and I ha�c
spent an incredsir.g �ortion o� aur time in Vai1 and we
expect this portion ta contiriue L�� i���:rc«��, In additio:�,
we have recl�veloped a number o� prOpe?��ies ir_ Vail �ncluding
the Red Lion apartments . As a neighbc�r dric� a �itizen with a
��ested in�erest in main��inirg the a.Tnbiance and charm of the
villa�e � am vmry concerned wi4h the pr�posed SErrano�s
redevelo�ment.
f'I�y concern centers around the sheer mass of� the proposed
building given the �mall siz� �t the .Lot. 1.n analyzing the
plans it appears that the design objective has been to
maximum square footage within given zonang ret�uireFCteilts , t�n
top o£ that, a nur�ber of variances are requested �hich
appear �o ba for t�e sale purpose of further incr�asing
scruare footage ana hence � the mass ot the buildin�. This
approach produces �h� follow_ng resultis :
1 . The total flaor ar�a of the proposed building is 17, 104
square feet, 3 .7 ti.mes �he lot size. zn conLa�ast the Rsd
Lion buildir.g has a ratio �f less �ha1� 2 times. The
above ground (ex base:�nent} square £oot�g� ratia is 2 .8
times lot size, about daubl� the same ratio for the �ed
Lion. While this ratio maY not be a 2oning measure in
vail, it often is elsewhez�, and is a useful measuxe of
the mass of a buildinq, 8y this measure the proposed
building is twice as massive as its immediate neig'nbor.
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02%Zii95 MON 12:23 FAX 21: 830 5310 REICA & Tr1IVG [���j�
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2. There is virtually no se�-back f�r three flaaxs on three �
sideQ and, of cou�se, on t�e side at�aCheCl to the �olden �
Peak House it Qoes straig:�t up faur f7,00rs . One of the
attractions of Vai1 ViJ.lag� is that pedestrians have a �
�pnse of �ca1e when walkirag through the streets. If a11
buiidings wez�t up three floors without se�-backs, as i:� �
man�r part5 of Lion�head, th� pedestrian gets tr.e =eeling I
�hat he is walka.ng through a canyon. Again the contrast
with rh� Red Lion is dramatic. At a gr��t sacrifice to
flaor ar�a, the Red �ion sets b�ck a gxeat deal af�er '
just onP f1n�r. .
3 . Th� negative a��P��f-.-, �f the Golden Peak House
redevelop:nent are aggrava�ed by �he prQposed Ser��-�o's
plan. For reasons tha� �rp jusr.ified bx its peculiar
cirCUmstances, the Golden Peak Hou�e, through a Special
Dcvclopment District, was rx--Anfi.Pc3 1 �L c�ver3ge ratios and
neights above normal zoning. This �lready creates a mass
and �calc at tha e�cd o� Bridc�e Strar�*-. which is very
larg�. The p�a�osed Serrano p1ar., when aaa�a �o th�
Qolden I'�aJ� Houce, creat�� a ion� soii�. wall P.'PfP_C.� just
at the edge of �he ski maunta�n. The eff�ct is �o
signif�.cant�.y imp�ir th� views af the ne�ghtors an�7
pedestrians on 3ridge Stzeet and :�anso� Rar.ch Road. Tn
daili�iun, as �i�e Developm�nt Nt�ff Y�a� poir_ted out, the
sun/�r�ade factor is s�gnificant?y affect�d n�gativP�y.
4 . '�he Conditional use permits xequested cQntributes to the
over�ll scdl� �t �.z� building and may becomc a factor iri
circt:rnver_ting the GR�'A limi.ta�.i�ns �f the 1ot. Bcth the
700 square feet oL c;LLic:c s�ace �n3 tne deck add to tha
mass of the building. In addition, since t'�e mzrk�t
va�ue v� resider,tial s�ac:e �Cd� �x�ccds the vr�lu� cf
oFficexspace ati this site, the tPmptation wi.l1 be strong
to s21I the office ��ace to the pu�c:���.�e7- of tlze
f�;: residential who could inr_orpq�ate the extxLa 7�0 square
feet in�o �.he residenc�, effec�ively overr,ai�sy ���c GRFA
limits .
VJ}�en my wife and i redevel�ped the Ked t�idn resident�al
sp�c� some years ago, the Planning Corranission at the time
urge� us to moderate our �3�+velopment objectiv�s in �he �
interests oz aur neighbors and the tawn as a whole.
Specifically, �he Comtnission asked us t13 tc reduce the
impact of our �eve�.opmenr on blocking the views of tr.e
resider�tia� owner �n the Ruck �ack p�'operty anci ("l? to
02/27/95 MUN 12;13 Ft�: 212 b30 �310 ... __ r REICH & TA.tiG
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minim�ze the c7pn�i ty �o ��lg hold down tr�e requiremer.t for �
services in the middle of the villa�e. • j
we re�ponded by cutting back the arall o� a liv_ng room by
wome eight fe�t in c�rd�r rn �ras�rve a carridor of the ski
mountain view for �he rleic�hboring taroperty. In, addition, we
built appxoximately 25G0 squarr� 'FFP.'f. � than �he ],1, 200
square feet of ai3av��b1� uR�'� on the ldt. I believe that
the Planning Cammi�E�.en requested of us r..nn��?��i�ns, arld we
agreed �.a them, i,n the CpiT�non spira.t thaC everyone ne�ds to
c:a��tribute snmething towards mai:�taix�ir_g �h? en��i rnn*nF?�t
wla:ch is sa special in Vail Villa�e. �n this sp�rit we were
�1di1k71J ta do so, in 3pitc cf the immadia�e eccnomic
pena�cies .
zn ��iew of ti^.e �bove faCtors, T ncw urg� the C�m.^�i�sion to
deny t2:� r�c�u�st fo_- v�riences and ccnditiona: use ��rmits
rr,a.de cr_ b�ha�f of the Serrano xedevel�pm�nC. More than
tnat, I urge the C�uuni�siun to �sk t?;e developer to moderate
his abj�ctiv� of floor area and monetary maxi�nization, and
to supsL�ntially down .:i�� �21� 5�::a1� of the p�•oposed new
bu�lding. This wou].d be in k�eping wi,th t�he cc�mmon spirit
that ;�e must a'_� contribute i:u iliai��Lai.liny the special
qual�t�• af Vai1 Village.
Slncerely, '
��� � �-�-
F'flscar L. Tang < <,
OLT:ac
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� l C�"_�S. Fronta�e Road\X/est.Suite 202
Vail.Colorado 816�7
�Te1e303.4i6.3082
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March 5, 1996
Mr. Larry Pardee
TOV Public Works
7� S Frontage Rd West
Vail, CO 81657
RE: Vail Village Club
Dear Larry,
� ; � `: As you may know, Serrano's Cantina has changed its name to the Vail �-illage
�`�r ' --� '� Club. We are the eneral contractor for the
� � pro�ect.
� _..�. W
Please find attached 3 copies of the site staging plan for your review a�id
comments.
Brief schedule of events for site mobilization:
April 8th- Install solid green fence on Hanson Ranch Road and install
temporary 3' mesh fence on south side to isolate bike path from
demolition.
April 12th-17th- Demolish eaistinQ structures ha �1 off usinQ Hansnn
Ranch Road ��-ith one flaQman at iobsite, one flagman near Christiania
Lodge, one flagman on Gore Creek Road near Texas Townhomes, one
flagman at intersection of Vail Valley Drive and Gore Creek Road.
April 18th - Begin excavation of building.
Apri122nd- Close off bike path, fence Pirate Ship Park area for laydown
and doze snow off a portion of the bike path. Erect fencing per the staging
plan.
Cleaning of Hanson Ranch Road will be done nightly until access via Forrest
Road is open after May 2nd.
May 2nd - Vail Associates to doze bike path and access roads around.
Vista Bahn area to Forrest Road.
.. �• ,Cyn, •. , . . -
�►t • . � �
Primary access to the job from around May 4th to November 20th will be via
Vista Bahn area and Forrest Road.
I have been working on an agreement with Gerry Arnold at Vail Associates for
access and staging on their property. Parking for the most part will be on V.A. Property
and the balance in the TOV structure.
The developer is targeting a partial opening of the new facility by Christmas
«-hich«-i11 be very difficult to say the least.
Your cooperation is greatly appreciated. Please distribute the staging plan as
needed. Please call with questions and comments.
Sincerely,
-..��o
.�_��
� `� .
Craig Bruntz
Project Manager
� cc: Glen Heelan �
Frank Freyer
MAR-25-1996 `17�47 SEMPLE BROWN RaBERTS % �
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R O B E R T 5
FAGStM1L� CQV�R SHEET
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COMPANY: � , Q, II'Qrfr' PRO,IEGT NAM�: �
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FAX #: �. ,,.. �,, �.. pRO��CT NUMBER: . . .
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DATE: �,�"'� NUMBER O�' PAC�S TQ FO�LOW:
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�'�-�����N� CT OUR OF�fC�AT3Q3-571.��g7 REGAF�DlNG ANY Tf�ANSM17T,qL pRpg��g OR
FQR VERIFiC T(QN OF (��C�iPT. PL�AS� DfSTRI�UTE AS SQON AS POSSfBLE.
��+Y3 � /� �c.�trn?�!��',., f7(•t.�` �'G�'Q'C',fis"r7 �r / �'�A�7r1 Ir�;
COMMENTS: ` ,�- �t ,� ��'-�
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MAR-25-1996 17�48 SEMPLE BROWN ROBERTS " `
14Vb t.BfliTl�► ' g P.02
. DENVER, �pRqpp��. 1�L� lflll,�,i°�' UI.rS �j' ° e � �3�u11�(�'�
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i�) s7� i3� - voioe � �►TE
c3a3) s7t . F„c 3-�-�1 to '°•�`►i9�IGaa I J
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�NE ARE SENDING YOU Attached p Under set�arate caver via�(� �,�(�
� ihe folfowing items:
❑ Shop drawings �Prtnts
Q Pla�s C� Samples ❑ 5������
.. 0 CoDY af letter Q Change nrder � . �_�. � ..
CQPIE& pq-�
DESGRIPTIQN
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THESE qRE TRq1VSMITTED a ehecked below;
G �or appravai � Approved as submitted
0 Resubmit�„_eopies for approval
� For your usg p Appro�ed as noted
❑ Submit copies for dis#ributian
�, � As requested ❑ keturned far corrections
❑ Return__ corr�Cted prints
❑ Far r�vieW an Comment ❑
❑ F�R BIDS-DU 19 ._ ❑ pRl(�g�ETURNED AFTER lpp,N T�U5
REMARKS 3�C� O�,l GS� (1R _ ' �i A ' W�.° J� f1�Lt)��� /1 E� {� �l! `� QtC�
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aa� on tolj�r� � �
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�' uF '" `nonYa 1! �" d � '� in bas�. ��r��- a�- cd �r~l�-
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WE ARE SENDING YOU ,� Attached ❑ Under separate cover via ��� �x� the following items:
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❑ Shop drawings �Prints ❑ Plans ❑ Samples ❑ Specifications
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❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
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� As requested ❑ Returned for correctioris ❑ Return corrected prints
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❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
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� . , .� P.01f03
FEB-12-19% �9��1 SEMPLE BROWN ROBERTS
� 5 � M P L ��.. �
✓ � �
IS R � W N
�
R O B .E R T 5
NLEETIN(�► NOTES
I
I
I
I �ail�Ida eGlub
, The �
S February 1996
A'Y`TENDINC:%� Chuck Feldnnann,Vail Pldns Examiner
� Bobby Thomas, Semple Bmwn Roberts,P'.C.
SUBJECI':
Vail Village Club(Ser�°'s Building)
pr�liminaty Code Review of plans dated,6 February 19'�
Riva Ridge Parbners,I.j-C; Charles Davison,
DISTRIB�JTI N: Those presenc; G1en Heelan, Bruntz,Viele Construetion; Dave
Riva l�idge Partners,LLC; C�aig
I rm
Belfay,Belf�y Engineering; 7ohn Dave,Ri�chard W�ingardt Consultants;
Erni�Pyle, Semple Brawn Raberts,P.C.
ITE1V[S I�I�'C SSED
1.
`The bu' ' g will be fully sprinklered,tYPe II-FR construction,with a mixed occupancY of
g.2 an A-3.
2.
I7ernoli 'on cannot begin undl the mount�in has been clased tv skiing. (Approximately 21
ppril 1 6).
Will rry to be�t t�r$�t�te vf 15 March for plan sut�mission.
Planned opening is 1�December 1996. �far asbestas. No abatement
The existing Serra�no's building was inspeet a co of the report.
. will be required. The Tvwn of V ail will require PY
3, yail ex 'or light pale information can be oht��fram the planning a�ffice.
.� Prn�;•s.l��N,il f:��r�i„r,�:r,i;r
„J,�r,l:�iie.'t5�ti�d!?r:•rs;•irra
l�Illh I,:tiicitt•; 5�yt�.�rr.S;�i��.)lt(t
17sn�ti'r,l ul�n:t�ic�dtt?���
1��1{}nC 111i.i'i'1•�ii 1''.I�.iUf M"l•paCli
•......
(
_ .4 P.�2/03
FEB-12-1996 �9�02 SEMPLE BROWN ROBERTS
_ I � • .
I
11�eeting NOCeS
liminary Code Review
$�ebruaiy 199G
Tl�l�ailY'r1la�►� ge�
4, CrrcaSe i terceptor in R(7W will need ta be reviewed by the�ity Engineer.
g, Baseme�t Items:
I Shawers must meet ADA and be�c�essible.
iQ+..
Recognizing the four-hour wa11 at the Serrano/Golden�'eak property line,
the"no items permit�ed with�n five feet af a property line"C��issue wall
need to be appraved as it may apply to ths access to the Galdcn Peak trash
room. Planning ha�previously discussed and appro�ed this in 1995.
Bievatar conf"iguration will need to tye reviewed bY Bill Hulse,Vail
�levatur Inspecc+or.
6. �'i�t F1 Items: �
B-2 retail use to be unfinished. Te��ts may not occupY spaces ut�d1 the
. building shell has a Certifieate or Te,mpc�arY C��fiGate of Oceupanc;y.
. Tenar�t exits are and shot�ld be separated.
, �g Hall, City Engi.neer,must review and approve of snow m�lt beyond
the property line.
I
7. Secand oor Items:
, Restaurant plans must be reviewed and appra�ed by Health Department,
. Fireplaces may be side wall vente,�if rhey meet th�manufs�Ctu�er's
requirements.
$. °Third oor Items:
'A, Building degaraanenc may be willing to ext�end the 2O' dead end Gorridor
rul.e since we plan to sprinkler the entire building.
g, Clnuck questioned the'fz di�$����e for the third flpor open stair exits.
SBR has found it to comply witb th�code.
I
�
�
I
.....+rwr,� . P.03��3
��B_1�_�.9c�6 �g:8� ScMPLE BR00.Jh1 ROBERTS
i �
, � Q
�
� • �
'� airig N�st�s
limiraarY �'-�e Re�rie�ra'
� el�uary 1996
Tru�'�ilV'�Glub �' ge 3
i
�
9. lFocxrth F�o�r Items:
.P�»
Omission af th�stair to the ronf wa1�be ok if approved by Che Fire
� Tet�rsh�]1.
,I
10. QT�to jo�n i�uil�ng with expar�sia�n j+�int�overs.
21. The T�v�o�Vail �uildi�sg���ent will raeed four(4) sets of tYie Crenera].Contractar's
�cess�d staging Pla�ns.
�� � 19'96,ftn'early submissioa�
12. VJa�al�l l�ke�t�have�'ive (5��ets af d�win d�ted, 6 February
anr�r�v'��vv by city dep�t�:
i
�'j Recc�mmend a p�'�-�or►stsuction xne�ting with aetendance by pla�rLriin�,
I, enginee�.�g,�e,he�itl�,etc.,within two�r three w�eks. Chuck to anang�
I a dr��e conven�nt to�1�
�'
Ptan rea�i�:w fee du�upoc�sul�mi.ttal of plans for persni«. N�ed�,anstr�ctioa�
�st'sm�t�fr�m Ge��ral Contractor.
I' ck r ues�ed tl�at�opies of ati chang�e o�rd�rs be sent io the biYiJ.dir►g
�. Chu �4
� dep�rtment.
� d artment ma t�quite busy,they n�Y��ired the
Because t�e bu.ilding �p y
. �utsid�servi�es of ar�-site engine�rs,testing Csteel tests,etc),etc:.
I A�c��rding t.o the Tawn c�f Vaal,thes�costs are to�be ba�rne'by the q�uvt�er.
i
�
I
I
�'h�s cc�n�tit�.a��' vur uxtd�rst�indir�g af the iterns discussed�nd th�deci.sio�s w�ill be consiciere
a�c�rate,b�g��a�c�dan�withi� five workin�days.
%�o�bby R.'�'ht�mas,Pro3ect Ai�chitect
�ieported b�:I
;S�N[F'L.�BRaV�N R�B�RTS,F.G
I
�I
s��i��
q��so�������� �.a,a�
�
� TOTAL R.03
1 � � � I
<- -` � • �
5 E M P l. E
�
a R a w N I
R O B E R T S
FACSIMILE COVER SHEET
TO: �l'i.,�C�C. ��I,c��n FROM: �j ��CtO�
. io�
CQMPANY:� ' , � � � PRQJECT NA�J1E: va�l �J�� P-�.rl,�
L
FAX #: ��D-- �Z�-- ���j2. PROJEC7 NUMB�R: �� �p �
DA7E: �Qn 1� �qa _ NUMBER O�' PAGES TO F4L W:�
�,
_... s ���-�-�
PLEASVERIFiC T�NU OF �REC IPT3�57iFLEASE �DIS�TRIBUTEY AS NS�ON AS �POSS BL}�.
FOR ,
� �� � '
G�3MMENTS: � �� � .n �.►r ' � `�
c .��o �, ra��;�'.� '�Q� a.c15�11
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. � �
DATE : 4/19/96
PROJECT: VILLAGE CLUB
LOCATION: 298 HANSON RANCH RD.
ARCHITECT: ROBERTS
PLAN CHECK ITEMS TO RESOLVE:
1) PG C-2
GOLD PEAK PLANS?
2) PG A2.1
A) ENCLOSED USEABLE SPACE UNDER STAIRS 1009.5
B) SOUTH PROPERTY LINE LESS THAN 5' OPENINGS PROHIBITED
C) ELEVATOR PERMIT REQUIRED
D)WINDOW OPENING AT BOOT STORAGE REQUIRES FIRE�'T�G
E) EXITS NOT PROPER DISTANCE APART
3) PG A2.2
SOUTH WALL OPENINGS PROHIBITED?
4)PG A2.3
A) MECH ROOM 207 ? ACCESS?
B) HANDICAP REFUGE AREA?
C) FIItEPLACE MUST BE GAS
D)FIREPLACE HEARTH TO CODE? SEE PG 1D7.8
A) CORRIDOR 306 NEEDS TO EXTREV D D S�AH�3 DRAIL EXTENTIONS
B) OPEN STAIR FROM 4TH FLOO
C) CORRIDOR 321 NEEDS TO BE 44" IN WIDTH
D) SMOKE DOOR AT ELEVATOR OPENS TO A WIDTH GREATER THAN 1/2
OF CORRIDOR
6) PG 2.5
A)LADDER AND HATCH MUST BE APPROVED BY FIRE DEPARTMENT
7)PG A9.6
A) DEATIL 8 SHOWS WOOD IS IT FIRE RESISTIVE WITH TYPE X
SHEETROCK UNDERNEATH
8)PGA9.4 A)DETAIL 3 BALCONY,��S WOOD�NEERS FIRE RETARTAND �ONS
OF NON-COMB MATE
MATERIALS.
B) CARPET REQUIRBMENT IS CLASS III AND HANDICAPPED APPROVED.
Develop'n
eriti
......
on�'��ntit�
tr�ent of G y�.
� Depo.r �yea�a
ez�y
��pY G
ge
. �,� �e�,�es
��vA1� goad
��`� to��t4g165� q
F $ 3
South r4d� q.21
�5 Co�o g���
y4tl, 9_213 2�52 .
9��Xq��'��9� 1996
F 11,
�asy yo�
�a�' 4a-�'K5 �ylayz:g'
a�e�,�a $. �o� 5 $
6 a
�5 ' ���°p 3a b5� elari ��e S��Z • o,�a�,
� O;� G �e Y o �g ,� -.r y G�1��
ati � �, Z�1' p �Ea v,1ti �° o� t
1e� 5�� �0 etia 5'� �� 5e`�i,'�1� o4e�
r2� �G$C $1b f yo�s 1aqe � e a�G�'���ea p� �ne
A�°�� tJ y�l iy �yl ti ��'"� a�f e�ee ��a
1:y�g Z� 4 a � tY=a�Yii�e � o�i� or
tio O��c ��:yo cG�e a�po �1 � . e,���e��y�
gE� 81 ��,e 31 �Y�� y�ti .�oP s e
�,�.: .�� 2 yG1"� ori o��w e 4 �, a '�Y'
�L G�e �° 1 'yJ��sea� �°�� " 2 �aG� ea piG��
ea me a1 �uY as g: � e�- �`� o�'• t� '��
� a� �o o� � o���e py�e G,�,a cate31 y9 91s�io-�o�e
-5-�, n�G�GgS��'�, 5e ,�oi'ti ,.�a�n, g 1�;�-y�-���i°�,�o �,e�e� 'k
t a�e ye �ra1a�e p e o��a1e z S�Y� geGiea, m3 � �ope��ti
Yl e��e y�ye U� 5.,�, c 1a,g oo� �,�e �,a $ p e '� atiC
1 ,�y�r e� �.�a �y�- td e a �r,�- t�`�' e
a� ro g y� O'`l `aa9 .�t�l o� a� o�ag
_ Z e.�.�� ,�` �Z°.�e11yGn p.�o4 `15e�yeS $ $� ea r�o�
1• $ ,�ac i5 � �pe �ne eGy � t'� e .�5
� '� ��' f �L 5'P o
g�e�Y'iP o�9 e�S�,sp°s�� ay �'�vs�`ps�e� . Gatie
v�rie al o`�`'' e '� ti m Yl a 1° e
wrii i��o� �Yl n cnala �sa$ �,o'� ,sede �Y�
.�,11e1y ,�.�asoszi,g �,a� �, i� a fc
5� ' �a� ericl p���rie� �'Y�a '1De 1eeG�c
�,Y, .n 3,�`� o ,�,oti ��, G��sY'
- . T�a� oPe� .�`a�l �-sa. �g
��,'�e Q� �ope�e� �,�ae ptYti
0 4 ot,Y' �
Y119 � ci'
. `� yc e ya ti r��R
�en o,�e Ft���L�
tYse ��
_ �y�. � .. � � • .
Mr. Glenn M. Heela� ;
Page 2 •
ra e on the seco�d floor - As you know, commercial ski
2 , S k i s te is a perMit te d u s e o n l y i n the baseme:�t or garden
s t o r a g i;� t h e C c r r,m e r cial Core I zone di s t r i a�d e n
l evel of a building nas no basemen t o r q �
The existinq
Serranos b u i l d i r_g e��tte d anyw h e r e o n
level, and therefore ski storage is not p
the prcperty.
the To°f:n staff observes any of �h� violations
on tne Serranos property, or mract H, W°
If , in the future, ear in
listed a�ove, occurring � ou a sur-'�mon_s to app
will
have no eption ��at to issue �
Municipal Court. ` lease feel
I f you hav e any �
astions �r co��rc!�nts ��01 I m�� b�trPa hed at 479 -
fre° co centact ^ie at yoLr conveniznce.
2138 .
Sir_cerely, �
Jim Curnutte �
Senior Plannex'
Cc: Tom Moorhead
Paul Johnsto�
file �
Y
� �
�
��
�y
TOWN OF VAIL
75 South Frontage Road Department of Community Development
Vail, Colorado 81657
970-479-2138/479-2139
FAX 970-479-2452
�
SEMPLER BROWN ROBERTS
BOBBY THOMAS
JANUARY 5, 1996
REF: VAIL VILLAGE CLUB
(SERRANO'S)
DEAR MR. THOMAS:
I WILL TRY TO ANSWER YOUR QUESTIONS AS BEST THAT I CAN WITHOUT A SET
OF PLANS TO REVIEW. IF IT WOULD BE POSSIBLE COULD YOU SEND US A
PRELIMINARY SET OF PLANS?
I WILL REFERENCE YOUR QUESTION BY NUMBER:
1) SEE ENCLOSED INFORMATION
2) THIS SECTION SEEMS PRETTY STRAIGHT FORWARD
3) YES WE DO, SEE ENCLOSED INFORMATION
4)SEE ENCLOSED INFORMATI4N
5) YES 100 PSF REFERENCE TABLE 23A
6) HATCH MAY WORK WITH FIRE DEPARTMENT APPROVAL
7) A TYPE II 1-HR FOUR STORY BUILDING DOES NOT SEEM TO WORK FOR AN A3
OCCUPANCY. BUILDING MAY BE REQUIRED TO BE FLJLLY SPRINKLERED.
REFER TO TABLES SC AND SD.
THE WALL ADJACENT TO THE BRIDGE ST. LODGE IS REQUIRED TO BE 2 HOURS
NC BECAUSE OF PROPERTY LINES, REFER TO TABLE SA.
8) THIS APPLICATION WOULD REQUIRE A LOBBY, REFER TO SEC.1807, 3305 AND
TO CHAPTER 51.
9) WE HAVE ADOPTED CHAPTER 31 of THE 1993 UBC SUPPLEMENT.
IF YOU WOULD LIKE TO COME UP FOR A MEETING GIVE ME A CALL AND I'LL
MAKE MY SELF AVAILABLE.
SINCERELY,
CHUCK FELDMANN
���RECYCLED PAPER •
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FA�C �; C.�-�O- �-��~ r�� �Z. PROJEGT NUMBER:
,� �� o �o
dA7E:�� �,. la�(p NUMB�R OF PAGES TO FOL W: �
PLEASE CpNTACT OUR p�F(CE AT 303-571-4i37 R�GqRDINC.�ANY TRANSMITT � pRfJBLEMS OR
FQR V�RiFIGATION QF RECEIPT. PLEASE pISTRiB1JTE AS SOON qS POSSI�L�.
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G�ou .�
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Avon, Colorado 81 F2D
(970) 949-6277
Fax: (970) 949-7045
FAX TRANSl1�XSSrON COVER SHEET
Date: August 31, 1995
T'v: Uan Stanck .
�dx: 479 2452
Subjtct: (?ur raonversution of Aug 31.
Stnder: Gle�tn M. ,�Ieelan
YOU S�IO�ILD 1ZECLIVE 3 PAC;�{S), INCLUDING ?'I�IS CUV,�K S�-IX'�;"1: t�
�'C)U DC)1V'OT RFC'EIYEALL THE PAC;ES, 17�,�AS� CAL,L (970) 949-fi277.
Dan,
Per ouz� r.onvea•sation this rnoming, enclosed please �ind a copy o£the letter that vvas
agreed to by Frank Freyer, Gary IViurrain and znyself as to the scope of the repairs t.o
be com�leted at Serrano's.
T nks or youn c�lp. If I can be of further assistance, please feel free to call.
inc y,
, � . � . .
. Clenn M. HCCIAII
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cat� tina
June 30, 1995
Mr, Gary ��urr�in, Chicf Building C}t�cia� �� .
Town of Vait
75 South Frantage Road
Vai1, Colprada S I65�' �
Sent Via Facsimile �
Re: Serrano's Cantina Building
Dear Gary, .
Per your telephon�conversation with our representative, Frank Freyzr, this letter is to serve zs a
summary of our understanding of the items that the Town of Va�l will rcquise in the repairs to be
undertaken prio�to the reopening ofthe Serrano's buildin� located in Vail Village,
The repaiss to take place involve tbe re•enclosure of the southwest corner a.nd adjacent w�st wall
secxion o�the building and thc rep�ir of ihe ceiling and roof damage in the same area as caused by
the Golde�Peak House demotition contractor.
It is our understanding that the initiation of these repairs wi1! not trigger any retro�itting af the
building to inc�ude such items as the addition af a f re spririkler,system, modificatian of the roof
design or anatcrials, eta. but t}u�t your requiraments wiil be as follows:
1. A buildin� permit will be obtained�prior to the cotnmec�cement of work.
2. The�xisting slab an grade at the southwest corner of the building will be evaluated
by a structurat engincer and corsective action will be taken as necessary to insure
stn,ctural st�bility.
3. The existing structur� colurnns $nd beam s�pporting the southwest corner anct
adjacent section of th�west wall of the buildin�;will be evaluate� by a structurat
engineer and corrective action will be takez as necessary to ins�,�ce structural
st�bility,
4. Ail stories c�f the entire west wall of the building will be enh�nced such that the
wall wfZi have a two hour f te rating without any penetrations. The interior af tha
west watl will includc necessary electricsl wiring and outtets to meet building codes.
303-949-0252 • P.�. Box 5770 • Avnn, C'.��luratlu 818?0
. ' '+. � �
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S. The darnaged �eiling and roof areas in the southwest carner of the buitding will be
repaired/reglaced such that they are restored to the condition existing prior to the
damage. �amaged electrica!work will be r�paired/re-installed to conform to existin�;
buiZdirrg codes.
We are anxious t� proc�ed with the rtecessery repairsJreFlacements and would appreciate your
confirmation di the above listed conditions and requirements.
Th yo far your h�lp and �ttention to this matter.
n ly, .
�
��:�
. Glenn hi. Heelan
cc: Margretta Parks
Frank Freyer III �
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gebxuary 27, I995
� V'�HAND ��VFsRY
l�r. A►ndy I�t�tson
Town oi V��1 �otunutnity Develapmem
7� South Pms►tage�d
` { v�, cr� a��s�
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p. o. �ox s�rro
A�os�, �o s��za
, I.�oc c,Bla�lc�, vatt
R�: �icterior�lt�ation of th�Sen�aaa'a Car�t�buildin�,
V�11agC �irat�i�ifl$ (��'�}•
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� �ac. ("V�1 Aesaci�t�►s") withciraw tb�e
Xov lrave �nq,uoeted t1�at Vail Aseociat�e� �
annd�t�a�ns �o the aQp�ication �xocuted by vail AS�iates it� ��ctio�t with
Se�ra�o'a r�developme�r�tt whicD�co�tiona wca�e atatad m canformance w th tit►e
p,rnon�nd'07Y•Jta�v/ l�OVWS�{JCI �: i777• ••v a�i w�"'6 W� gQ W6 v�ll� •
J�I,/NMti(t��!M�rl fVi�V��+
NW Nrow�ai���w
�. tt,ac va��
Mr. H+deia�n and the'I'own vf V'ai1 contit� to a��w������� cur (t�e
Asao�:�tas' �s � a� �c��P�� � {��y aa�ta wt�atsa�ver�
Nl«i4�r�'�O��EIItM�� � � � �t�W�VC4 1�SItU� �.�.1
aciati�trative or otb�e�'wise, re�W t��v��opm � physical
��► of �pGca�tiaa� I+cview p�'�, �nstr'uctian �rm4tting
c°A��ttuctian.
� e and a�e t}aae s�y ciactitm�nt
�i+Ir. ili��an and the '�'awn t� Y'ai�l �ckt�aavlacl8
� exccuted by Vail A8soclstea�I�.o�or b��c t�e daDc o�tb��s fe��tter in c.oyn�tlr�n
with tl�s Re�cvelopmen�t d�ea ttot gxv+a, brans�err or �tla Mr. �CC�d� �r t�td
aw�er of 5crr�a'a l�d or tb�a Tqan of Vai1�to any leg�d �igt�ts i� ox to thc vA
�dd. Thc si�iag of tl�c��rc�ti�b�► V�l A►asociat�s d�not caxwtitc�t�e th�
�rantiq� o��u eaeemcnt, use r181�, dod��ation or vt�a� er�cumb�� of the 'VA
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Prlor ta r4a c�sttuctla�vf frmprovem�a�s on the V�La,nd, 'Vail Associates must
apProve �1� pm�oso� �nPtiow�oents o� tl�e VA �ind, wt�er pmpn�ed by the
dcveloper, �ro Towa o� Vai� �r ott�rlsc. .At tl�i� t�ne� Vail Aasaclatea �as
rev�ewed tbe drawir�g�and doeig�sed ur�ca,twud�t�extertt of what xs 1il�aly to
t� ticme ar�d tak�a r�o ex.�eptipns Lo th�s�t of th��utyren�t pXan,�.
I�xr. �ael�n artd Mae�a�ptta B. P�,r1ca, ��c►r,vx�cr of�rra,n�'a lc�t, ag�eo w pay anel
shall �.uudemaify s�td !�d Vti A�snc�xt�a �r�tilr�c fi�m a� liability. daut�,
oost�and expe�a re��titag�ox it��with the�,edewolap�nent, �including
witft�t linnitatiata, the impx+o�vemrarts to bo constN�ted on i�e'VA I.a�ncl.
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' �ACCeypta�tae of t�tia lettGr by tlr�Tawn of Vg� ��1 oot��tc th�Tow�of w'ai1's
agrcer��ni with thc und�dit�ga get forth i�t t�uts lctter.
i
�f ttNe terms of t�is l�ctte�and a�caept�ble to M�'. ��la� � devcloper and �rs.
, � Ferlcs as dwnen of tht lotp p��ase aign b�lo�v a� indic�tod.
, � Si�caroxy� �
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03�04i93 14:25 � e i
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onalde�ori �chit�ats. P.C•
�� Mark � Donaldsan
Viotor Mas�ite �07 Bovl�vard
g���dio: �raek
GOae �a►�t 8eaver Mi�l
gc,x 5300 onto �� Wsa�
7►vori� � g7�6ad � Cantit��
rapa�ed serrario �
gE= I�,paat o� ��' Filinq No.�
cre� FloodPl'� �Vail Vi�lage
�� a� �►�oo i Z Eagls County, Ca�orsdo
Tawn o� V�� ' ..Opi7�
F�ra�eot N�• 95
�aly�►�s Report
srkt tlte Flool�P1nin �7 � 1995•
Da�►r � �,emen� to Fek�rverY
is n sup� �sst d�te� �he layauti '�� aved
This lottex� centin� 8uiloft��e� 9eV� as
lran yaar walkwAY �°r tihe �rOprirt
for tho $errt�no �ba revisad this footp T��
�oday� John M�rtin �,nvorpo�eted Grsek�
�oot rint and we haV• ot Waat Mill Mo�ritain
�aduced build�.n4 �lding the fioodplain �x =nter-
g�rrano'� �a�ti�'d6�ictinq and Ku��i
a and dali�edted �o�neon �rd by
intd �he 4rn�aa calaula�ed �aphical survey �y Mill Creek� C�Qek
flaodp��i.n b��,ad or a top� c�n�erlire of Wes$ o! viee�t Mill
Er+g i.rieer ing �i�,a up to th�rom the cent�r 1�n
�.raluding th� Enq�ns�ri�A
xnter-Moun��►1� ' reduced buildi�
to the ta� a� the salttern bank delinati�n �'�'g ilding� doe� not
an thg �laodPl.ain � Ca�ntira► Bu
9esed of the pruP�seB Serrann g
f ootpr int i�to the �loodpl�in. 2 dn�ed �te►r ah 3�
enoronah �� �re►wing ��• ea� F�,00dplai� and
with this letiimits o� the 100f� �an�ira s�ildinS�•
t►ttact�ed 83�owg ��int of ths 64rr�+no
�995. Ttse dra►wir�g �ootp �Ve u� � eall•
the reduasQ buildin9 r a��iatnn�e� plea�e q
If wa van l� ai �urthe einc►arely�
�,�, �,���
Lui�a p�trov¢ks� p•�'
Froject Enqineex
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77 Metcasi Road,��,a2�Vance S�roet
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--- VICTOR MARK DONALDSON ARCHITECTS, P.C.
ARCHITECTURE • PLANNING • INTERIORS [3ox 5300 • Avon, Colorado 81620
March 10, 1995
Attn: Mr.Andy Knudtsen, Senior Planner
Community Development Department
Town of Vaii
75(�outh Frontage Road
Vail, CO. 81657
Re: Serrano's cantina Reconstruction
Dear Andy,
The enclosed drawing reflect changes and suggestions made by you since our last resubmittal of March
6, 1995. Two items are still unresolved but are being worked on. First, per our revised Site Plan,we are
anticipating that the location of the existing electrical transformer will stay as is. However, an upgrade of service
may be required due to the construction of both the Golden Peak House and Serrano's. This may mean that a
new transformer will be required. Again, our intent is to use the existing location.
Secondly, site lighting is still being studied. Our intention is to have a fixture selected by the time we
submit for the Design Review Board.
Upon review of the enclosed materials, feel free to phone if additional information is needed or if you
have any questions or concerns.
Sincerely,
John Martin
VICTOR MARK DONALDSON ARCHITECTS, P.C.
� � 303/949-5200
FAX/949-5205
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- -- - — VICTOR MARK DONALDSON ARCHITECTS, P.C.
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ARCHITECiURE • PLANNING • INTERIORS Dox 5300 • Avon, Colorado 81620
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February 27, 1995
Mr. Clark S. Willingham
Mankoff, Hill, Held, & Goldburg
3878 Oak Lawn Ave, Fourth Floor
One Turtle Creek Village
Dallas, Texas 75219-4498
Re: Letter Agreement for Gold Peak House and Serrano's Cantina Properties
Dear Mr. Willingham:
We are directing this letter to you as a proposal to enter into agreements which would
address the (1) sharing foundation walls or footings in connection with the redevelopment and
construction of the Gold Peak House and Serrano's Cantina, and (2) the access from the Serrano's
Cantina property to the Gold Peak House for the purpose of sharing trash pickup facilities located
on the Gold Peak House property. We would propose to enter into agreements which address
those issues according to the following general terms:
l. Footers and Foundation Walls. Assuming that the requisite engineering, planning and
related design can feasibly be accomplished, Gold Peak House and Serrano's Cantina would share
a common foundation wall and associated footings to be located at or near the common boundary
between the respective properties. If the common foundation wall and footings cannot feasibly be
designed and constructed, Gold Peak House and Serrano's Cantina would agree that an easement
will exist for any encroachments from the common boundary line.
If the common wall and footings can feasibly be designed and constructed, Gold Peak
House and Serrano's Cantina would agree to a reasonable cost-sharing arrangement for the design
and construction of the common wall and footings. If the common wall and footings cannot
feasibly be accomplished, Gold Peak House and Serrano's Cantina would agree that any additional
construction or design cost borne by the other as a result of encroachment would be borne by the
encroaching party. In addition, if deemed appropriate by either party, Gold Peak House and
Serrano's Cantina would execute recordable agreements or instruments concerning the common
wall (which would be treated as a party wall), or perpetual easements for the encroachment. In
determining whether an encroachment existed, Gold Peak House and Serrano's Cantina would
rely on a licensed surveyor acceptable to both parties.
303-476-7100 • 298 Hanson Ranch Road • Vail, Colorado 81657
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Mr. Clark S. Willingham
February 27, 1995
Page 2
2. Trash Access. Gold Peak House and Serrano's Cantina would enter into an agreement
by which Gold Peak House allows Serrano's Cantina use of its sidewalk trash elevators as
necessary to allow Serrano's Cantina access to the trash collection service pickup from Gold Peak
House. This agreement would include the following basic terms:
a. As part of the construction of either the separate foundation wall of Gold Peak House
or the common foundation wall, Gold Peak House and Serrano's Cantina would arrange for a
mutually acceptable opening in the common wall or a "knockout" area of the separate foundation
wall which would allow access from the Serrano's Cantina property to the Gold Peak House
property. Any additional cost of design and construction of the wall to accommodate the access
would be borne by Serrano's Cantina. If the access "doorway" is not created at the time of
original construction, Serrano's Cantina would also bear the cost of cutting that hole.
b. Serrano's Cantina and Gold Peak House would agree to some proportionate cost-
sharing arrangement for the installation of the sidewalk trash elevator and its maintenance and
operation, based either on a per square foot basis of relative floor space or an estimate of
proportionate use of the elevator for trash facilities.
c. Gold Peak House would grant Serrano's Cantina a perpetual easement for access
through the Gold Peak House property, to allow the use of the sidewalk trash elevator. Serrano's
Cantina would pay an agreed upon amount for the perpetual easement.
d. The easement agreement would specify Serrano's Cantina's right of access, including
how often, at what time, and the like, and would be prepare in recordable form if requested by
either party.
If you agree to the foregoing, please indicate by signing where indicated below and
returning a fully signed copy to us at your earliest convenience.
Sincer y,
SE � CAN INA
BY:
\ • t���
Glenn M. Heelan, President
- The undersigned hereby approves and accepts the foregoing letter agreement.
.. ,
Clark S. Willing a
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