HomeMy WebLinkAboutVAIL LIONSHEAD FILING 3 EAGLE RIVER UNDERGROUND VAULT LEGALTOWN OF VAIL ''
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
ort"r*T oF coMMr.rNrrY DEVELorkt
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
NEW COMM BI,JILDING PERMIT Permit # 804-0143
Job Address: 890 S FRONTAGE RD WEST VAIL Status . . . : ISSUED
Location.....: REAR 846 FOREST ROAD Applied . . : 06/0912004
ParcelNo...: 210312109002 u /.-,4^t/ Issued. . : 07/01/2004t. rt rcJ( -o1O8 Expires. .: 12/2812004
ovitNER TowN oF VAIIJ 06/09/2004 Phone:
t FINA}ICE DEPT
75 S FRO}i|:IAGE RD
vAIIr CO 81557
I_,icense :
col\tlrRAcToR vArr, REsoRTs (vArr_, coRp) 06/09/2004 phone:
P.O. BOX 959
AVON. CO
81620
License: 115-A
APPIJICANI VAIIJ RESORTS (VAII-, CORP) 06/09/2004 Phone: 970-845-2354
P.O. BOX 959
AVO}I, CO
A/K/A vRD coNsTRUcTroN co. gt62o
License:
Desciption: Town of Vail Adjusted Valuation: $200,000.00
CONSTRUCTION OF A I'IIDERGROI'ND VAI'I,T WHTCH HOUSES 2-75HP
PIJMPS
Occupancy Tlpe Factor Sq Feet Valuation
Industrial P1ants Type III N 35.80 !,2O0 $42,960.00
Totals... 1,200 $200,000.00*
Fireplace Information: Restricted: Y # ofGas Appliances: 0 # ofGas tngs: 0 # of Wood Pellet: 0
*:'l t * t:t*'* ***{!l rt a,l
Building-> 91,553 . ?5 Resauarant Plan Review-> $0. OO Total Calculaled F€es-> $2, 565. 59
plan check--> $1, oo9. 94 DRB Fee_---_---> so .00 Additional Fees----> $0 . 00
Investigation-> go.oo Recreation Fee---_> S0.00 Total Permit Fe€-----> 52,555-59
Will Cafl-> $3.00 Clean-up Deposil-----; $0.00 Paymenls---+ 52,566.69
TOTAI FEES------> 62,566 .59 BAL{NCE DUE--> 90. 00
Approvals:Item: 05100 BUII-,DING DEPARIT{ENI
06/25/2004 cdavis Action: AP
Item: 05400 PLAIIINING DEPARTI{BflI
06/23/2004 bgibson Action: CoND
Item: 05600 FIRE DEPARTMENI
06/30/2004 mcgee Action: AP
Itern: 05500 PUBLIC WORKS
06/29/2004 ts Action: coND To provide a copy of approval from the Arm
Engineers.
Approval per Chad Salli
IICn: 05550 ENGINEERING
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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 as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS :*,W,:OR AT OUR
TURE OFOWNEROR
PAGE 2
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CONDITIONS OF APPROVAL
Permit # 804-0143 as of 07-01-2004 Status: ISSUED
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Permit Type: NEW COMM BUILDING PERMIT Applied: 06109/2004
Applicant VAIL RESORTS (VAIL CORP) Issued: 07101/2004
970-845-2354 To Expire: 12/2812004
Job Address: 890 S FRONTAGE RD WESTVAIL
Location: REAR 846 FOREST ROAD
ParcelNo: 210312109002
Description:
CONSTRUCTION OF A UNDERGROUND VAULT WHICH HOUSES 2-75HP
PUMPS
Conditions:
Cond:CON0006517
The applicant shall paint all louvers, doors, ladders, etc. to match the exposed pump vault and
bridge prior to final inspection.
Cond: CON0006518
On Town of Vail owned property; no construction, construction staging or site disturbance shall
occur outside the boundaries of the Town ofVail approved easements.
Cond: CON0006519
No construction, construction staging or site disturbance shall occur within the Gore Creek
100-year floodplain without Vail Planning and Environmental Commission and US Army Corps of
Engineers approval.
Cond: CON0006520
A foundation Improvement Location Certificate inspection is required.
ors0g$nr
o tl
APPLICATIO ETEACCEPTED tF TNCOMPLETE OR
Project #l 3/o
Buildins Prirmit #:
mvN0FVtn
75 S. Frontage Rd.
Vail, Colorado 81657
etc.l
CONTRACTOR INFORMATION
u^rr- (es"pts own of Vail Reg. No.:and Phone#s:o f{5- ZgGzF/-.,-,-, F *+d- 2,55qteL K,ENPED 2 8Ie1: 7;i1Email address: r^.sl{evt,il veso rzlS , €s r.4
COMPLETE V UATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING: g 6
JoO,OOO -ELECTRICAL: $OTHER:g
PLUMBING: $MECHANICAL: $TOTAL: $
ECEIV
for Parcel # Contact Assessors Office at 9T0-?2S-S6dS
2loto?ao?oo3
6EqoryefrNG r.J..{ua A4esr 4o*b
Filing: 2 Subdivision: '(frtt itztAeE
eo E/65E
d"at s r-K us7- upuec 6€s0^ID sr..tot^)0LT' 22'>< 52'
WotkCl"r., Ne*ro Addition( ) Remodet ( ) Repair( ) Demo( ) other( )
WorkType: Interior( ) Exterior( ) Both Does an EHU exist at this location: Yes ( ) No
] p"of B'dg.' Sing itr( ) Mrntr"r,,r1 I cor usTRtlL
No. of Existing Dwelling Units in this building:
^)
No. of Accommodation Units in this building: A)
GasLogs( )Wogd/Pellet( )WoodBurninq( ) p/A
No/Type of Fireplaces proposed: Gas Gas Logs ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED
*****#*********se*********r*FoR OFFICE USE ONL
DRB Fees:
Public Wav Permit Fce:
\WAiMAtA\CdEV\FORMS\PERMITS\BLDGPERM.DOC
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WHEN A'PUBLIC WAY PERMIT" IS REQUIRED
PLEASE REAB AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A
"PUBUC WAY PERMIT'':
Is this a new residence?YES NOA_
Does demolition work being performeQ require the use of the Right-of-Way,
public propefi? YESIB_ NO_
Is any utility work needed? YESIO- NO-
Is the driveway being repaved? YES- NO p
easemen$ or
o
Is a different access needed to the site other than the existing driveway? YES- NO /O
Is any dg4'nage work being done that affects the Right-of-Way, easements, or public property?
YES__Z-_ NO_
Is a "Revocable Right-of-Way Permit" required?YES
Is the Right-of-Way, easements or public property to be used for staging, parking or fencing?
YES NO
If answer is NO, is a parking, staging or fencing plan required by Public WorK?YES_ NO_
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 (a sample is attached). If you have any questions please call Leonard Sandoval in Public
WorK at 479-2198.
I HAVE READ AND ANSWERED ALL THE ABOVE OUESNONS.
\}Ar- (es"Prs
Contractor Signature Company Name
VftoLf
NO
Job or Project Name: ZTEN z.FAl SlSotJ /4?F(r04
Date sisned: il"$+
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HOW DIDWE RATE t,uTH YOU?
Town of Vail $rvey
Community Development Departnent Russell Fonest Directoq
(970)479-213e
Gheck allthat applies.
1. Which 0epartnent(s) did you contiact?
Building _ Environmenbl _ Housing_ Admin
Planning DRB _ PEC
'
no one available_?
3. lf you were required to wait, horrl long was it before you were
helped?_
4. Was your proj,ect reviarred on a limely basis? Yes / No
lf no, why not?
5. WasthisyourfirsttimetofleaDRBapp-PECapp-
;
Bldg Permit_ ttUA i
6. Please rate fte performance of he stafipenon who assisted you:
54321Name:
(knowledge; responsiveness, availability)
7. Overall efiectiveness of frre Front Service Counter. 5 4 3 2 1
L What is the best time of day for you to use tre Front Service
Counter?
9. Any comments you have which would allow us to better serve you
nexttime?
Thank you br taking tre time to complete this survey. We are
commited b improving our seMce.
DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS!
Please read and check off each of the items below:
o The Town of Vail Building Department has developed the following procedures to
ensure that new construction sites have adequately established proper drainage
from building sites along and adjacent to Town of Vail roads or streets.
The Town of Vail Public Works Department will be required to inspect and approve
drainage adjacent to Town of Vail roads or streeb and the installation of temporary
or permanent culverts at access points from the road or street onto the construction
site. Such approval must be obtained prior to any requests for inspection by the
Town of Vail Building Department for footings, temporary electrical or any other
inspection. Please call Leonard Sandoval at479-2L98 to request an inspection from
the Public Works Department. Allow a minimum of 24 hour notice.
Also, the Town of Vail Public Works Department will be approving all final drainage
and culveft installation with resulting road patching as necessary. Such approval
must be obtained prior to any Final Certificate of Occupancy issuance.
Agreed to by:
Project Name: 6te\ LTrt Srt"" fr+tQiG V*t t'T
Date sisned: +(*/"f
F:/everyone/forms/bldperm6
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MATERIAL STORAGE AND CONSTRUCTION PARKING
Please read and check off each of the items below.
(Copies of complete text are available upon request)
CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED
o Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or
deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any
other debris or material upon any street, sidewalk, alley or public place, or any portion thereof.
o Notice; Abatement: The Director of Public Works may notify and require any person who violates or
causes another to violate the provision of subsection A hereof, or who has in the Director's employment
a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud,
dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice
by the Director of Public Works. In the event the person so notified does not comply with the notice
within the period of time herein specified, the Director of Public Works, or other authorized agent, may
cituse any such sand, gravel, rocks, mud, dift, snow, ice, debris or any other material to be removed
from any street or alley at the expense of the notified.
D Summons and Penalty: As an alternative to the notice for removal provided in subsection B above,
any person who violates or caus$ another to violate the same, may be issued a summons to appear
before the Municipal Court of the Town for said violations, and upon being found guilty of a violation
hereunder be punished as provided in Section 1-4-1 of this code.
o Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the
Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to
payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B
hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of
this Code. (1997 Code: Ordinance 5 (1979).
CODES 7-3A-L AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED
tr No person shall park any vehicle upon a street or at any other place within this Municipality in such a
manner or under such conditions as to interfere with the free movement of vehicular traffic or proper
street or highway maintenance. (Ord. 2(1968) 5 1)
a Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a
street or upon any place within this Municipality in such a manner as to constitute a violation of any
section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to
be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as
amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in
storage in the nearest garage or other place of safety designated or maintained by this Municipality, and
the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in
addition to a ten dollar ($10) impoundmentcharge. (Ord.2(1968) $ 3: Ord. 28(1981) 5 1)
I have read and will comply with the above code provisions:
Position or Relationship to Ptoject:
Date Signed:
F:/everyone/forms/bldpennT
T0l4/I'#
Design Review Board
ACTION FORM
Deparlment of Cornmunity Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 Jax: 970.479.2452
web: wwwci.vail.co.us
Prciect Name: SNOWCAT ACCESS DRB l{umber: DRB040015
Project Descrifiion:
Snowcat access bridge and snowmaking system improvements/vault (does not include snowcat
access road)
Pafticipants:
OWNER TOWN OF VAIL 01/2612004 Phone:
o/o FINANCE DEPT
75 S FRONTAGE RD
VAIL CO 81657
License:
APPUCANT VAIL RESORTS (VAIL CORP) 0L12612004 Phone: 970-845-2354
P.O. BOX 959
AVON, CO
A/VA VRD CONSTRUCnON CO. 81620
License:
CONTMCTORVAIL RESORTS (VAIL CORP) 01/2612004 Phone:
P.O. BOX 959
AVON, CO
81620
License: 115-A
Prcject Addrcss: 890 S FRONIAGE RD WEST VAIL Locataon:
SOUTH OF 934 S. FRONTAGE WEST
Legal Description: Lot: K Block Subdivision: GLEN LYON SUB.
Parcel Number: 210312109002
Comments:
BOARD/STAFF ACTION
Motion By: Actionl SIAFFAPR
Second By:Vote: DateofAPptoval: 06/09/2004
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review commiftee(s).
Cond: 0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0006487
\ I
ne appticantust receive Planning and EnMronmenta #mioion approval for all
grading within the 100-year Gore Creek floodplain prior to the issuance of a
building permit.
Cond: CON0006{88
Crnstruction on Town of Vail owned property shall only occur within the easemenb
granted by the Vall Town Council on June 1,2004.
Planner: BillGibson DRB Fee Paid: $0.00
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TOWNOFVAIL, COLORADO Statement
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Statement Number: RO4OOO599O Amount: 52,563.69 06/09/200404:2? PM
Pa)ment Method: check rnit: Js
Notation 3 *L69717 lVAll'
RESORTS
Permit No: 804-0143 Tl/I)e: NEW COMM BUILDING PERI,IIT
Parcel No: 2103L21090O2
Site Address: 890 s FRoNTAGE RD wEsT vAfL,
Lrocation: REiAR 846 FOREST RON)
Total Fees: $2 ,566 .69
Thia Payment: $2,563.69 Total ALIJ Pnts: $2,563.69
Balance! 53. O0
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ACCOUNT ITEM LIST:
Account Code Description Curnent Pmts
BP OO1OOOO31111OO BUILDING PERi.iIT FEES
PF 00100003112300 PLAN CHECK FEES
1 qq? 7q
1 , 009.94
-olr{3
June 16,2004
VnrL
Mr. Charlie Davis
Chief Building Official
Town of Vail
75 South Frontage Road
Vail, Colorado 81657
Dear Charlie:
6e
Bill Kennedy
Director of Land Development
1997 UBC Section 1003.3; "Me4ns of Egress Components." The section addresses doors,
ladders, and stairways. In Sectio{!Q3.],Ll there is the following note: Exception: Stairs or
ladders used only to attend equipment or window wells are exgmpt from the requirergents^of _
^ 7- 1 thissection. -t Dr5 AGo-tLl ll' uv|ttt1 g')o'l 1- !'Fr C'r= o>E C:'( fi'-'t-,HEg 5f+;sa -*/ nt ,'', 11 ffs .$- 2 c(c-'?r|*t<4 Sac rc'c'9.26
S-rnbe the dbois allow rhlp.;; readityescape t* t""n"rittr. *,tft'iff,lhl?Jos*".0, to attend
to the equipment, and the doors are fire-rated, the egress requirements are met.
If you have any questions regarding the egress issue, you ,nuy .ontuclfirrggrr-lqlggnlgry-directly at
Greenberg and Greenberg Architects, 303-321-2043. If you have any other comments or questions, do
not hesitate to contact me.
)< Co,trvicra2J @ -, ;c Pn
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'ft{,r-r+irz tl- oi- SECctg ,A"\r0
QoLV,.(.t U'\T-{'-/---..\,/..\^ IS- /V^,1 R.. o R r!' \'-Sz-
Vail Resorts Development Company. 137 Benchmark Road . Post Office Box 959. Avon, Colorado 81620-0959. (970) 845-2535. far (970) 845-2555. www.vrdc.conr
Vail . Beaver Creeko . Breckenridge . Keystone@ . Heavenly@
,{rmwhead@ . Bachelor Gulcho . Red Skv Ranch* . Jackson Hole Colfand Tennis Club ^'
a/a I
A/o l-
Co+'r''l A/il-
t,
RESoR DEVELoPM oEN COMPANY
Office GoPY
o
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Per your comments and request last week regarding our building permit submittal for the Glen Lyon
Snowmaking Pump Vault, I am enclosing two drawings to address your concems. The revised Brown
and Caldwell drawing 5-103 reflects the door swings in the clouded areas and note l7 reflects the
panic hardware. The detailed Pump Vault Elevation drawing provided by Alpine Engineering, lnc.
more clearly shows the doors, ladders, and entry.way landings.
I am submitting a copy of the project specifications that will help clarify door details in section 08110.
The architect for Brown and Caldwell has revisited the egress issue and refers to the following section
of the UBC:
As always, we appreciate your timely processing of our permit applications.
Regards,
VAIL RESORTS DEVELOPMENT COMPANY
FILE COPY
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
www'vailgovrcoP
21 , zoo4
Mr. Bill Kennedy
Vail Resorts lnc.
POBoxT
Vail. Co 81657
Re: Glen Lyon Snowmaking Vault 804-0143
Dear Bill,
The plan review for the above referenced project has been suspended. As discussed
over the phone last Wednesday, the 16In of June more information is required. I am
unable to proceed with any further review or subsequent approval to release this building
permit. I have not seen any follow-up information to date. Listed below are items missing
or required to be addressed:
o There appear to be a lack of exits for this structure. Provide information showing
access to two exits. The 1997 Uniform Building Code, specifically, section
1OO4.2.3.4 requires a minimum of two exits from a basement regardless of use.
Currently as shown, the snowmaking building is a basement, has two exit doors
proposed that are served using ladders to egress to grade. Per section 1003.2.6,
changes in elevation shall be accomplished using stairs in compliance to section
1003.3.3. A ladder does not meet the minimum requirement of the building code.
Provide changes showing compliance to the Uniform Building Code. The Town of
Vail Buibing Safety & Inspection services will allow the second exit to be served
using a ladder provided that there is one complete exit system installed using
stairs.o Provide building elevation drawings.o Provide an architectural floor plan showing exiting and egress components. This
includes access to exits, door type, hardware, door swing and landing
requirements.
Once this information is received, we shall resume the plan review. I understand that this
project has a tight deadline for completion; we will provide our best effort to complete the
review once revisions are submitted.
Building Official
Town of Vail
Cc: Braun & Associates, Jay Peterson, File
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CAL II{VESTIGATION
FOR
PUMP STATION
VAIL, COLORADO
.l,:
Submitted to:
Vail Resons Develapment Company
137 Benchmark Road ::,: ,,.
P.O. Box959
Avon. Colorado 81620-0959
Submitted by:
Golder Associates Inc,
44 anion Boalevard, Saite 300'Lakewood, Colorado 80228
.a .
DietrihtiDn:
,6 CoPies:;-'Y6 Copies:::'Vail Resorts Development Company (5 bound, 1 unbound)
I Copy - Golder Acsociates Inc.
April 7,2004
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Apri12004 033-2126
LIST OF F'IGURES
Figure I Site Map
LIST OI'APPENDICES
Appendix A Boring Log
Appendix B Laboratory Test Results
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lr\0lU 126\0400\0401\0332126.04O I.09426.DOC Golder Associates
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1.0 INTRODUCTION
This report presents the results of the geotechnical investigation for the Pump Station located adjacent
to the Town of Vail Waste Water Treahnent Facility. The investigation was conducted to evaluate
subsurface conditions and provide geotecbnical design and construction recommendations at the
Pump Station site. This investigation was completed in general conformance with our proposal to
Vail Resorts Development Company (VRDC), dated August 29,2003.
The report was prepared using data obtained during our field exploration of the site. The results of
the field exploration were evaluated to develop recommendations for foundations, floor slabs, and site
work. The observations, conclusions, and recommendations presented in this report are based on the
subsurface conditions encountered durine the field studv.
We understand that the proposed pump station will be located in a new parking area and the plan
dimensions will be relatively small approximately 20 feet by 40 feet. The pump station will include
an accessible space approximately (at elevation 8080 feeQ 12 feet below the adjacent finished grade
(at elevation 8092) and pump sleeves and a wet well will extend up to 10 feet below the accessible
space (to elevation 8070). We also understand foundation loads will be relatively light.
Location
The proposed pump station is located in the town of Vail, adjacent to Gore Creek just west of the
waste water treatrent facility and Forest Road. The location of the proposed pump station is shown
on Figure 1.
1.2 Site Geolory
The USGS geologic quadrangle map shows the site as being covered with filI or disturbed ground
overlying the Minturn Formation. A quaternary landslide deposit is noted on flre map south of Gore
Creek from the project site.
Near surface native soil deposits in the immediate vicinity of Gore Creek are likely io be
predominantly alluvial sediments. These sediments may vary from fine grailed soils to boulders.
Glacial tili soils, usually dense with variable grain size, axe present in various locations in the Vail
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I April2004 a 033-2126
Valley. Generally, they are present at the ground surface on the north sides of the valley, but they
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may be present under the valley floor as well.
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2.0 GEOTECIIMCALSITEINVESTIGATION
One ODEX boring wris drilled at the Pump Station site by Spectrum Exploration Incorporated on
October 30, 2003. The log of the boring is included in Appendix A.
The materials encountered in the exploration of the Pump Station site include approximately 20 feet
of brown silty sand and gravel fill over l0 feet of brown silty sand with gravel alluvi"m over
weathered sandstone and shale bedrock. A soft zone was indicated by Standard Penetration testing
around 15 feet of depth. No soil sample was recovered at this depth, and other data in the area
suggests an organic clay exists at approximately this depth. Organic clay was not identified in boring
GAI-PSFI drilled as part of this project, but was identified in a boring for another project drilled
approximately 40 feet west of the proposed pump station. The boring.indicates two to three feet of
soft black silty organic clay may be present approximately 15 to 20 feetbelow existing grade.
Groundwater was encountered 22 feet below existing grade, which corresponds approximately to the
elevation of Gore Creek.
033-2126
Golder Associates
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April 2004 033-2126
3.0 LABORATORY II{VESTIGATION
Laboratory testing of soils was perforrned at the Golder Soils Lab in Lakewood. The moisture
content of the soils ranged from 4.2Yo to 9.7o/o, with the drier material in the upper 5 feet and
moistures of 8.3 to 9.7%o below 9 feet from existing grade. The soil at 15 foot depth below existing
grade was tested to have a pH of 7.6, resistivity of 3058.1 ohm-cm, and a soluble sulfate content of
0.019%.
ll03ul26\0400\0401s332126.&0 t.09126.Doc Golder Associates
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4.0 PRELIMINARY GEOTECHMCAL RECOMMENDATIONS
Recommendations are outlined below for foundation and retaining wall design, and site work.
Foundation excavations should be inspected by a qualified geotechniqal engineer during construction
to evaluate whether the acfual conditions are in accordance with the design assumptions.
River scour protection has not been addressed in these recommendations. This report assumes ttrat
river scour will not affect the pump station foundation.
Foundations
Based on discussions with Mr. Bill Rose, the structural engineer for Brown and Caldwell, the pump
station is likely to be supported on a structural mat foundation. We understand that the primary
below grade space of the pump station will be supported on a mat with finished floor elevation at
about 8080, but that the mat will be tied to the wet well walls and floor, and tlerefore the floor of the
wet well may be regarded as a foundation bearing element as well, bearing at about elevation 8070
(+A)- We believe that this approach is acceptable, provided that all fill or soft organic material, as
may exist at or above approximate elevation 8075 is removed and replaced with engineered fill.
Based on our understanding of the geometry of the pump station, and the plan that sloped excavations
are to be utilized, most of the questionable existing fill or soft organics are likely to be removed
incidental to the wet well excavation. Qual-ified inspection of the excavation is recommended to
verif bearing conditions.
We recommend that the mat foundation(s) be designed for a subgrade modulus of 75 p.c.i. This
modulus has been estimated based on settlement estimates tlat assume an average mat pressure
between 500 and 1000 p.s.f.
Note that no non-sFuctural slab on grade floors are understood to be part of this design. No
geotecbnical criteria for soil supported, non-structural slab on grade floors have been provided with
this report.
To reduce the possibility of unequal mat support between the main level and the wet well floor, we
recommend that over-excavation of the wet well floor be performed, so that all soils to a depth
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April2004 033-2126
approximately 2 feet below the bottom of t}re wet well slab will be removed, and replaced as
engineered fiIl.
We recommend that a geotechnical engineer observe the conditions of the foundation excavations and
bearing strat4 or of fill placement and compaction, to veri$, that the design assrunptions have been
met.
Retaining Walls
The walls of the pump station and wet well are expected to be resFained from rotation during
construction, and should be desigred accordingly. We recommend using an equivalent fluid weight
(EFW) of 50 pcq corresponding to the "at rest'' earth pressure, for the portions of the prrmp station
and wet well walls above seasonal higb groundwater. We recommend that for design, seasonal high
groundwater be assumed at elevation 8075. This recommended design earth pressure assumes no
build-up of hydrostatic pressure behind the wet well walls above elevation 8075. Below elevation
8075, we recommend an equivalent fluid pressure of95 pcf, which includes hydrostatic pressure. If
the wet well may reasonably be assumed to contain water at aU times, to at least this elevation, the
desigrer may elect to regard the hydrostatic pressures as compensated, and desip only for the 50 pcf
equivalent pressure below 8075.
These earth pressure recommendations are based on granular backfill, similar to the silty sand and
gravel materials as etrcountered in the boring. Organic clays or other fine grained, plastic, or organic
soils should not be used in the backfill. We recommend that Golder review the compaction
specifications for the selected backfill materials.
Bacldrll should be placed around the wet well using equipment and procedures to reduce the
likelihood unbalanced earth pressure on the structure. The contractor should place bacldrll materials
in compacted layers, such that it rises to planned finish grade relatively unifonnly around the
strucfure.
Buoyancy
Uplift may develop over the long-tenn operation of the facility due to buoyancy. The wet well base
pad dimensions may be sized larger than the exterior wet well wall dimensions if needed to provide
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April 2004 -7-033-2126
resistance against potentiai uplift. Desigr against full uplift may utiiize the 1) dead load weight of the
structure, plus reasonable sustailed loaA, 2) if an oversized wet well base is used, then the effective
unit weight of the materials between the walls and a vertical plane defrned by the edge of the base
pad, and 3) a soil-to-soil friction angle of 30 degrees for shear between the zone described in item
fwo, above, and the surrounding materials.
Earthwork and Grading
Excavation of native materials may be difficult. The large cobbles and boulders in the fill, and
weathered bedrock in the on site soils may result in difficult excavation. Contactors reviewing this
report to evaluate excavation dfficully should note that an ODEX drill rig was used, which will
readily penetate materials that usually cause refusal to an auger rig, or be difficult to excavate with
conventional earthmoving equipment. The SPT blowcounts may also not be indicative of excavation
difficulty. Rock or difficult excavation may be encountered at any depth.
The temporary excavation for construction of the wet well may be accomplished by sloping or
shoring cuts. In general, l.5H:lV (Horizontal:Vertical) slopes can be expected to be stable in terms
of earth movement. The excavation should be made to allow for safe access for workmen and
equipmeng and to provide sufficient space for installation of the wet well and compaction of backfrll
materials.
The excavation should be adequately shored or sloped back in accordance with OSIIA requirements.
Utilities and Excavations
Shallow bedrock is not anticipated for utility excavations; however, boulders may be encountered in
any excavation, even very shallow ones. Groundwater was not encountered above 22 feet depth at
the time of field exploration and is not expected to be of concern for typical shallow utility
construction. If perched groundwater is presen! excavations should be dewatered before concrete
placement or backfill compaction.
Excavations should be adequately shored or sloped back in accordance with OSHA requirernents.
t \orul26\0-400\0401\0332125 0401.09426.DOC Golder Associates
II _**T 033-2126
4.6 DewateringConsiderations
t
r The excavation for the pump station will probably encounter the groundwater at or above the floor of
- the excavation. The ground water is likely influenced by Gore Creek, and although the groundwater
t was found to be approxim ately 22 feet below tbe present ground surface, a higher groundwater level
I is possible, especially in the spring when Gore Creek will likely show higher flows. With the
t proximity of the creek, and the presence of granular soils, prrmFing from the excavation may not be
sufhcient for dewatering, and use of well points may be required.IT
4.7 Pavements Overlying the pump Station
!,
We understand that the prmp station will be placed in a parking area, wit! an overlying pavement,
I and that the roof of the pump station (at or below parking lot grade) is expected to be precastIconcrete. Differential settlement should therefore be expected between tle relatively unyielding
I pump station roof and the adjacent backfill, even if well compacted and tested to engineeringr specifications. We are available to consult with the parking lot designer regarding measures to
t mitigate this effect.
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5.0 SUMMARY
This report was created to meet a level of quality that is consistent with the level of care and skill
normally performed by other members of our profession at the time of this service and in this
geographic are4 under similar budgetary and time conshaints. No other warranty is implied or
intended. The abovedescribed conditions were observed at a specific location at a specific time, and
variability in subsurface conditions at different locations may be expected.
We are pleased to have been of service to VRDC in this matter. Please call us if you have any
questions.
Sincerely,
GOLDER ASSOCIATES INC.
hoject Engineer
JACnjd
Golder Associates
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FIGITRES
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VAIL RESORTS DEVELOPMENT COMPANY
PUMP STATION
VAIL, COLORADO
BORING LOCATION
Pio./ecT,{o. oJJ-2126
FIGURE 1
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APPENDD(A
BORINGLOG
I April 2004 Golder Associates 033-2126,- lvnul2d0&tr0arllvB3rlr6.otol.tl9425-Doc
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lVEUt26\0400\0101U3!2126.040 1.09426"DOC
APPEI\DD(B
LABORATORY TEST RESI'LTS
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PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS
ASTM D42r. D422. D4318
PROJECT NAME: YRDC/f,,lew Punp Str Near WWTPrcO
SAMPLE ID: GAIPSF1 Depth: u
100
90
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COBBLES
Sr-h a CGv
GRAVE.S.AND FbfES
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12.0'304.E 100.0
Cobblcs 0.006.0"154.2 100.0
3.0'15.0 100.0
Coalsc G6val 12.10
2.s',100.0
2.4 50.0 100.0
1.5'37.5 100.0
1.0 25.0 100.0
0.75'19.0 81.9
Finc Gravcl 24.68
0.375"9.5 76.0
t4 4.8
#10 2.00 Co6rlc Sand
0.85 43-5
Mcdiufi Srnd00.43 38.8
#60 0.25 1<t
9.11
#100 0.t5
{200 0.075 29.7
Fi!..29.67
PI.ASTTCITY CHART
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AT]ERBERG LIMITS
LL PL PI
TECH
DATE
RXVIEW
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LIQUID LIMIT (I,L)
Golder Associates Inc.
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PARTICLE SIZE DISTRIBUTION & ATTERBERG LIMITS
ASTM D421. D422, D4318
PROIECT NAME: YRDC4T{ew Pump Sta Near IflWTP/CO
SAMPLE ID: GAIPSFT Depth: 4
%
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90
80
70
60
50
40
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PI.ASTICITY CIIART
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12.0"304.8 100.0
Cobblcr 0-006.0'154.2 100.0
3.0'75.0 100.0
Codlc Grav€l 4.E0
2.5"100.0
2.0'50.0 100.0
1.5"37.5 100.0
1.0"250 100.0
0.15"19 0
Fifl. Gravei 43.U
4315'9.5 15.1
4.8 51.4
#t0 2.00 31.7 Cosrsc Sand
#20 0.85 28,9
Mcdium $nd 14.32#40 73.4
460 0.25 19.5
Finc Srnd q<t
#100 0.15 16.6
i200 4.015 13.9
Fin.s 13.E6
DATX
REVIEW
Golder Associates Inc.
a$--o- \ folorado Analutical\La b o ra tor ies. In c.-
LABORATORY ANALYSIS REPORT
REPORT TO: MATT BARRE.TT
BILL TO: GOLDER ASSOCIATES
44 UNION BLVD, #3OO
LAKEWOOD, CO 80228
PROJECT: 033-2126
LAB NO:
DATE RCVD:
REPORTED:
PONO.:
16823
l.?,03
1t/20103
VERBAL
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ANALYSIS REPORT:
SAMPLE ID
PSF-I 15'
pH RESISTTVITY SULFATE
tuNIrS) (OHM.CM) {Y!)
7.6 3,058.1 0.019
METHOD REFERENCE: AASHTO T289-91 T288-91 T290-91
AASHTO = 'STANDARD SPECIFICATIONS FOR TR.ANSPORTATION MATERTALS ANrD METHODS
OF SAMPLING AND TESTING"; l6TH EDffiON, 1993; 4.116pIqAN ASSOCL{TION OF
STATE HIGT{WAY AND TRANSPORTATION OMCIALS.
page I of I
24O South Main Stneet / Bnighton, Colonedo 80601-O5,O7 / 303-65S'2313
Mailing Addness: P.O, Box 5O7 / Bnighton, Colorado BOEOI -O5O7 / Fax:3O3'659-eg
ALYSIS STIPERVISED BY
s 15
@oo209/09/2004 12:10 FAX
(l
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TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970-479-2138
o,l*rrr"r oF coMMUNrry DEVEL'T;-,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E04-0126
30Y-O ( q 3
Job Address: 660 LIONSHEAD PL VAIL Status . , . : ISSUED
Location.....: 890 S FRONTAGE RD W Applied. . : 07113/2004
Parcel No...: 210107200003 Issued . . : 0712612004
ProjectNo : -?(TO q- O {OK' Expires. .: Oll22l2,05
owNER VAIL WATER & SANITATTON DrST07/L3/20O4 phone:
PO BOX Y
AVON
co 81620
License:
CoNTRACTOR TRI PHASE EIJECTRIC 07/L3/2OO4 Phone: 97O-524-7L35
0325 I{ARDSCR,JABBIJE ROAD
GYPSI]M CO
4L637
License: 118-E
APPIJICAIIT TRI PHASE EI-,ECTRIC 07/t3/2O04 Phone: 970-524-7135
0325 HARDSCRJABBIJE ROAD
GYPSUM CO
8163 7
Iricense: 118-E
Desciption: TEMPORARY POWER TO PUMPS
Valuation: $1,200.00
FEE SUMMARY
Electrical---> S5O. OO
$0.00
$0 .00
$3.00
TOTALFEES-> S53. OO
Totral Calculated Fees-> 953 .00
Additional Fc€s--->s0.00
Total P€rmil Fee-> S53 . 0O
Palments----------> 553.00
BALANCE DUE--> So . oo
l+*:r:rtl t a:i r' *:l *:i lr '|**'|a I tal tt+:|tl,t'|at*atalt alttaal 'tttl.*:tt*,|at*'!* I't***aarttta t+a*alt'|**:t*'tta*al+la t*'l'l,l*alti,ltt*'lll:|
Approvals:Item: 06000 ELECTRICAL DEPARTI,IIEMI
o7 / 1-3 / 2004 JS Action: AP
Item: 05500 FIRE DEPARTMENT
| 't:la*llt*aa+a,lalt
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIEI-,D INSPECTIONS ARE REQUTRED TO CHECK FOR CODE COMPITIAIICE'
+l'l'la I lt*alttt '|:l.ltt'l'l l a ++l *11* a+ l:f+t '|'l i *.| +1'|:l | * *11'l +t*a | * a:r t a* t't +*++t * 't+ a*,' rt +'r*t * t:t *t
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
DRB Fee->
Investigation->
Will Call----->
REQUESTS FOR INSPECTION SHALL BE MADE
I
TWENTY OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
ORCONTRACTOR FOR HIMSELF AND OWNEF
** * * +* + * ** * *i ++*** *'i ** *****+ +*'t** ** * *** +t + t +f ++ **+ * +*****{'+ + + * ft * * t ************** **t * * * **** *
TOWN OF VAIL, COLORADO Statement
1ll + *** f t+ + 'i i+r * *******+ +**{r**tt'}**** ***++ + + +ft{rl' *'}+ ++*'t*l*1+ + * ** I * a ** ****t* ****f, ++'t* *l* *+ + + * *
Statement Nudber 3 R040005279 Amount: S53.00 07/26/2OO4L2:25 PM
Palment MeLhodr Check Init: DDG
Notation: Tri Phase
Electric 16414
Permit. No: E04-0125 Type: ELECTRICAL, PERMIT
Parcel No: 21010?200003
Site Address: 550 IJIONSHE;AD PL, VAIL
IJocaeion: 890 S FRONTAGE RD W
TotsaI Feesr $53.00
This Payment: $53.00 Total AL,L Pmts: $53.00
Balarce: 50.00
'}f** * ** * * * +**+* *'|t{''t *{' !t * * ** | tf f+ + *** +l' f +{r*+t+ * f't *+*** t ft t f ******t ** ** * ** * * * *'} * + + ++ * + + +*****f*
ACCOI.JNT ITEM LIST:
Account Code Descriotion Current Pmts
EP OO1OOOO31111OO TEMPOMRY PO,IER PERMITS
t,JC OO1OOOO3112BOO tillLl CALL INSPECTION FEE
50.00
3. 00
WILL NOT EE ACCEPTED IF INCOMPLETE OR
Proiect #:oq- ozo I
Euilding Pormit #
Electrical Permit #:
070479-2149
EW BUILDS and VALUATIONS FOR ALL OTHERS & Materiels)
tz6
f3
cldt_cftf fsvHd Idl_1F9L-VZ9-AL6 eli7r ngAZlZr/LA
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DEPARTMENT OF COMMI.]NITY DEVELOPMENTTOWNOFVAIL
75 S.FRONTAGEROAD
vArL, co 81657
970-479-2t38
Elec[.ical----->
DRB Fee----->
InYestigation-->
wilt cdl------>
TOTAL FEES->
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 660 LIONSHEAD PL VAIL
Location.....: 890 S FRONTAGE RD W
ParcelNo...: 210107200003
ProjectNo : ?Arc(-O7o/
APPTICANT TRI PHASE ELECTRIC
0325 HARDSCRABBI-,E ROAD
09 /0I/2004 Phone: 970-524-7L35
GYPSI'M CO
8L637
License: 118-EOWNER VAIL WATER & SANITATION DISTO9,/OL/2004 Phone:
PO BOX Y
AVONco 81620
I-,icense:
CONTRACTOR TRI PHASE EI-,ECTRIC
0325 HARDSCRABBI,E ROAD
GYPSI'M CO
81537
License: 118-E
09/01/2004 Phone: 970-524-7L35
Desciption: ELECTRIC SERVICE TO SNOWCAT ACCESS AND SNOWMAKING
Valuation: $8,000.00
*a'***:*r'|raraaa**t!*ar*traaar.*t.ra*:ttaarttarrrarar,|**rr'|a,r*rarrt*t'l,araa FEE SUMMARY
Permit #: E04-0161go( -arf3
ISSUED
09/Qt/2004
09/Q2t2004
03/01/2005
s144. 00
s0.00
s0 .00
s147.00
$147.00
s0.00
s147.00
s147.00
Total Calculalcd Fees->
Additional Fees------->
Total Permit Fee----->
Payments---------->
BALANCE DUE----->
Approvals:
Iten: 06000 ELECTRICAL DEPARTMEIIT
09/0L/2004 JSItem: 05500 FIRE DEPARTMEI\II
Action: AP
CONDITIONS OF APPROVAL
Cond: l-2
(BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
'*a''att:t*altr*lat!,
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the lowns zoning and subdivision codes, design rwiew
approved, Uniform Building Code and other ordinances ofthe T
OR AT OUR OFFICE FROM 8:00 AM - 4 PM.REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOURS IN ADV
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER
o
+f++*+{'*******++ai++++a'+******tttt+{'+{''}t*l****+++****+alll*'t***1{'{r{r**++t++*+****************
TOWN OF VAIL, COLORADO Statement
Statenent Number: R040005560 emount: 3147,00 09/02/200407242 PYI
Palzment Method: Check Init: DDGNotacion: Tri Phase 16505
Pennit No: 804-0151 T!'pe: ELECTRICAL PERMIT
Parcel No: 210107200003Site Address: 560 L,,IONSHEAD PL VAILLocation: 890 S FRONTAGE RD W Total Fees: 5147.00This Palment: 5147.00 Total ALL Prnts I $147.00Balance: 50.00l++****t**+*f+******t*ttaf*a*ttfa++++*tt"t't+**ft*'l+tf++*++++*******t+*r*************t+t**+++f
ACCOIJNT ITEM LIST:
Account Code Description current Pmts
EP OO1OOOO31111OO TEMPORARY POfiIER PERMITS
WC OO1OOOO31128OO WIIJIJ CAI-'IJ INSPECTION FEE
t44.OO
3.00
A8/85/2864 LZiLT 976-524-7648
*sl
?5 S. Frontage Rd.
Vail, Colorado 81657
TRI PHASE ELECTR]C
APPLICATION WILLNOT BE ACCEPTED IF INCOMPLETE OR
Project #:
Building
Elsctrical Permit #:
97 O 47 9 -21 4e ( hspectlom)
* *** **r..* rtr.tttrl tit i.rl..rttt i*tii i ** tFoR oFFICE
o(v3:
CoMPLETE SO. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (hbor &
\w.it\d:b\cd6^FOR}G\PERMITS\ELECIERM.DOC
t+7
Tqm of Vail Reg. No.:Contact and Phone f,e:-fi,Ai, ilr+r?llzs 3q0 gt
E-Matt AddiaEt 1fl Dhase (4 6J l2/m44l_ Co.rtr._M
SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Maroriets)
OfrIceat #
f4ur,+o JobAdd(esE t10 S. trreguvleE- ne
Subdaviaion:
owne6Nirne: [ruC(fu4'.|ncrdtesl: /0 6oXT. /*zt_ llTnone:
Addressl Phone:
Detaileddeforiiliorofworr, /ut,t pa
!
Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
No. of Accommodation Unils in this bullding:
) NO(V
Ooes a Flr€.Alarm.Exist Yes ( ) No_}6f l Oo.u a Fire sprinkler Systern Exat Yee ( l- NoJ
Yfur,A L/aL
yrrit tirrai* *rr*t*t*/ara"t aa li* ir raa ri
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED
Prdect #;
Bualdang Permit #:
Elestracal Permit #:
STo 17 g -21 49 lln3 pe€tlons I
CONTRACTOR INFORMA]ION
8F9L-reg-AL6
01n44.002
8r:88 VAAZ/IT/80
OF Sq FT IN STRUCTURE:
CIdI.CSIf SSVHd IUI
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ort,r.*r oF coMMUNrr" or*rort*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: MO4-0222
Job Address: 660 LIONSHEAD PL VAIL
Location.....: 890 S FRONTAGE RD W
ParcelNo...: 210107200003
Project No 'Pr,1o(-o>o f,
OWNER VAIL WATER & SANITATTON DISTIO/OB/2004 Phone:
PO BOX Y
AVON
co 8L620
License:
CONTRACTOR WIEMER'S HEATING & SHEETMETAL0 /08/2004 Phone: 970-328-9315
P.O. BOX 22
EAGLE. CO
81631
License:198-M
APPLICANT WTEMER'S HEATING &' SHEETMETAL1/08/2004 Phone: 970-328-9315P.O. BOX 22
EAGLE, CO
81631
License: 198-M
Desciption: INSTALL EXHAUST DUCT ON EXIIAUST FANS
Valuation: $4,500.00
Fireplace Information: Resu'icted: Y # ofGas Appliances: 0 #ofGas togs: 0 # of Wood Pellet: 0
**,t* * t ** **:3** ** *,t
Mechanical--> 5100.00 Restuarant Plan Review-> 50.00 Total Calculated Fees--> $128.00
Plan Check--> S25 - 00 DRB Fee------------> 50.00 Additional Fees------> 50.00
Investigation-> 50.00 TOTAL FEES---------> 5128.00 Total Permit Fee-----> 5128.00
Will Call--*> S3. O0 Pa],rnent5------------> 5128 - o0
BALANCE DUE-----> SO. OO
Item: 05100 BUILDING DEPARTMEI.IT
L0/08/2004 JS Action: AP PER CONSUI-,TATION WITH JR
Item: 05600 FIRE DEPARTMENT
CONDITION OF APPROVAL
Cond: l-2
(BLDG. ) : FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BI-,DG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION
701 0F rHE 1997 rMC.
Cond: 23
(BLDG. ) : INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER
10 OF THE 1997 TJMC, CIAPTER 10 OF THE T997 AMC.
Cond:25
(BI-,DG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CIIAPTER 8 AND SHALL
TERMINATE As SPECIFIED IN SEC.BO6 oF THE 1997 uMC, OR CHAPTER 8 OF THE 1997 IMC.
Cond:29(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF
THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC.
Cond:31
Bt4 -ot43
Status...: ISSUED
Applied. . : 10/08/2004
lssued. .: 10/ll/2004
Expires . ,: 04/09/2005
(BLDG. ) :' BoTLERS sHALL sr Motno oN FLooRS oF NoNcoMBUsrrt coNsr. uNLEss
LISTED FOR MOUNTING ON COMBUSTIBI.,E FLOORING.
Cond:32
(BLDG. ) : PERMIT, PLANS AND CODE ANAI-,YSIS MUST BE
TO AN INSPECTION REQUEST.
Cond:30
(BLDG. ) : DRAINAGE OF MECiIANICAL ROOMS CONTAINING
BOIL,ERS SHAI_,L BE EQUTPPED WITH A FITOOR DRAIN pER
sEcrroN 1004.6 0F THE 1997 rMC.
ttali *,1,1tt rl:l * **t *atl t**t't **'**t*a* *r,.t trt,*:trt*t**t *tat,****+t *a*lt*tl
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this structure according to the towns zoning and zubdivision codes, design review
approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOT'RS IN ADV BY TELEpHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
GNATIJRE OWNER OR CONTRACTORFORHIMSELF AND OWNER
POSTED IN MECHANICAL ROOM PRIOR
HEATING OR HOT-WATER SUPPLY
SEC. LO22 OF THE 1997 IJMC, OR
lfl*f+++*t*****+*+*a*aa*a'*{r*taaaa++{ra***l****ttlatt*****'}r}**a*'}+'}**aa*****l*******a*{r*+a*'}'},}
TOWNOFVAIL. COLORADO Statement
+***+****+t**1*{'{"t+{'lt+lt****ltflaara'tlr{'lr{r***+*{'****t*'***'+a**a***'}+a**l************:}++'}*:tt+t***
Statenent Number: R040006879 Amount: SL28.00 ]-0/tL/200402:38 PM
Payment Method: Check Inits: DDGNotation: Wiemers 4 815
Permit No:
Parcel No:Site Address :
IJocation :
This Payment:
M04-0222 l!'pe: MECHAIiIICAIJ PERMIT
21010?2 00003
650 I,IONSHEJAD PL VATL
890 S FRONIAGE F,D W Total Fees :
MECHN{IICAI, PERMIT FEES
PLNiI CHECK FEES
WILI, CAI.,L ]NSPECTTON FEE
s128.00 Total ALL Pnts :
s128.00
s128.00Balance: S0.00*r***'r*,****ttif**{'****a!'}!t'}{'****it**tffttttttt*+tt*tttt***ttfft***tt***********ttt*t*'}'t|t't*'}****
ACCOUNT ITEM LIST:
Account Code Descript ion Current Prnts
MP
PF
WC
001000031r.1100
00100003112300
0010000311_2800
r.00.00
25.00
3.00
APPTICATION vill no, BE AcCEPTED IF INCoMPLE,,Q un,,
Project #:
Building Permit #:
Mechanical Permit #:
97 O-47 9-2149 (Inspections)
Provide Mechanical Room Layout drawn to scale to
tnto#fltr'wad
CONTRACTOR INFORMATION
-ZS-Z
MVNOFUAIL
75 S. Frontage Rd.
Vail, Colorado 8f657
Permit will not be accepted without the following:
ECEIV
ii(li {l 8 -,i.1
TOV-COM.DEV.
Mecha nical Contractor :Town of Vail Reg. No.:
E-Mail Address:
MECHANICAL: Sj46O Or oo
COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials
^/. a9\*****[**K***********x***FOR OFFICE USE ONLy*****************************I
ocT -','2004g..l 2JF
Conbct Assessrc Otrice at 970-328-8640 or visit for Parcel #
Parcel# .l_tO3 \^\O
JobMdressToo s, F?-.,y',.., z D, ilAt/
Engineer:
-=lrAr",tuo/ A eY/-a,-;'fp,us
WorkClass: New.,1if Addition( ) Alteration( ) Repair( ) Other( )
Does an EHU e><ist at this location: Yes ( ) No ( )Boil€rLocation: Interior( ) Exterior( ) Other( )
Type of Bldg: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
: Gas Aopliances ( ) Gas
Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to En EPA Phase II device? Yes ( ) No
\Wail\dataMev\FoRMS\PERMITS\I\4ECHPERM.DOC L"e 01D6nW2
Aug-30-2004 l7:27 F'*+'Tx,'SOJ:,1J
Goldcn, Colondo 8040t
Tcl: (303) 239-5400
Eax: (fr3\ 219-5451
www.brownandcaldrrcll,com
t-4?t P.001/001 F-6i53032395454
August 30,2C{J4
N11. (htis FeAti-a
. Site Resource Management
0189 Sawatch Road
Eagle, CO 81631
Re Vault Wall Modifications for Louver Openings
Chris,
It was brought to our attencion that the three louver openings will leave otrly about two
inches of cooctete between of rhe tops of the openings and the bearing elevation of the
double tees. we tecomrneod that the ttnro exhaust louvers n€:u the ends of the south
wall be lowered by 2'-0" +/-, The resulting o*ro-foot deep beam should be reinforced
with two additioaallor$rudinal #5 bars above the opening and #4 dosed stirnrps at 10,,
oo. ceoter. The ceotet, inrke louver should be lowered by l'-C' +/- and the opening
should be centered directly between two double tee leg bea'ing pockets. This one-foot
deep beam should be reinforced with fovt additional #5 tongitudinal bars above the
oper''i.g; two top and two bottom. No stirrups are required if the opening is dead
center between the double tee beadng pockets as described above.
Please contact us if thete are an)r questions rcgarding this issue.
Sincerely,
BROWNAND CALDIVELL
-A#U/,l/'-
ScottW. Harper, P.E.
Supervising S auctural Engineer
Cc: Dave Myers - Brown and Caldwell
OWwe- CgPV
'/
E n gi t c c r r Coasultanrt
,ffffi
b*d
Environmcntal
Bo4-c43
3032395454 T-420 P.00?/006 t-668Auc-25-?004 l0:35 Fron-Brown and Joll
1697 C.olc Boolonlrt
Gold.o, C.oloedo 80401
T& (303) 23!5{oo
Fut (30t) 39-5'154
.nrrw.brou'naldeldwclkom
Chris,
The projecds Ptccast suPPbcr, Plun Geek Suucnre$' prefers to use Precasl dorrble rces
for the vauh roof .**Jloltft of pr.."rt_sl^bs as slowo on our drawings' The
double tec alternadve t 'f'o*o on Uc ptt'- Crcek shop drawings &rcd "
August 13,2004. W. g"oto":tJa tftc foru atrachcd d'et"ils to show de wdl modificatiohs
that qrill be oeccssary to accommodate dre double tees'
Please aote that Phur Creck Suuctures is responsible for tbc reinfotcement in the fow-
inch deck toPPiog otu, Ot aooUft itt'' W" *"un }ike to see a shop driwiog of rhe
topping rciafotcedreot ,o .f,tt *t cen t€niew it for coofotmance wirh our original vault
design'
Pleasc cooact us if there trc aoy quesuons regardi.ag dris issue' Tha'ok you'
Sincerely,
BROWN AND CALD\fETI.jaflril*^'
Scott !f. HarPer, P'E-
Supewisrog Suucn:re Engi'oeer
August 25,20Q4
Mr. Chds Fedrizzi
Sitc Resource Management
0189 Sawatch Road
Eaglc, CO 81631
Re: Vauh Modifications for Ptecest Double Tccs
P:\D GENvail Rcsons\Conc+o0'dcncs\Yaulr Roo( Modificstioo lJncr 8-2A'04'doc'
.. I E.- - ' . .., t 6 Corstlraatt
Fron-Brorn anU
Jall
!-e
D
ro" (t,.u)
d.A,S'
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o
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ey efue4+
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sltalo4
o/+'to24rta*AlV
4oo zaN4'eq
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ulauL)hnwt C 4etft)
Sep-09-2004 |l:10 ""-"'ailJi#ry:':
Gold.o, Coiorado 80401
Td: 603) 239-5400
Fu 0$) 299-5454
w.nw, brownsndca[dwcll. com
3032395454 T-436 P.001/001 F-685
September 9,2004
lyft. Qhris Fed;-ti
Site Resoruce Malagement
0189 Sawatch Road
Eagle, CO 81631
Rq Topping Reinforcement for Vault Ptecast Double Tees
Cbds,
The project's precast supplier, Plum Creek Strucnues, prefers to use Precast double tees
for the vault roof structure iastead ofprecast dabs as shown on the Brown and
Caldwell design drawings. lbe double tee dternative is shown oa the Plum Creek shop
drawings dated August 13,2004. This change is acceptable to Brown and Caldwell.
Please note t}at Plum Creek Structures is responsible for t}le reioforcement irr the four-
inch deck topping over the,double tees. Their eagineer, Howard Knapp, has scaled the
calculations. Please consider the amched Plum Creek drawing as the contrect drawtng
for the placement of the topping reinfotcernent.
Plcase coatact us if there are any questions regarding this issue.
Sincereln
BROWNAND CAIDWELL
-/rtilrilrl^-
Scon W. Harper, P.E.
Supervisiog Strucrure Engiacer
"ffiffii- 2t074 5i'
koo#
Enaironmental Enginecrt Co n t u lra n rs
oo
S \----l\ ,,.-r\ a-/Y\</-\
-O$e-Zm--_
---. tnipecton iequest neporttng4:5opm _ _VAIL*QQ:IOWILCIE_ _
Page27
Reguested Inspect Drte: Frldry, SepEmber 10, 2004
Intpecflon Arca: CB
SlEAddress: 890 S FRoNTAGE RD vlEsT vAlL
REAR 846 FOR€ST ROAO
ArPrD Informa0on
Acllv{rv BO+O14:} TvD€: CoMBUILD SubTvm: NIND Sta&rs: ISSUED
Consil Typ6: Occupoifcy: 12 Uig: ll N Insp Arert CD
Orvner: TollYll OF VAIL
Appllcsnt VAIL RESORTS (VAIL CORPI Phono. 97G84$2354
Co*actor: VAIL RESORTS {VAIL CORP|
De*ripdon: COFISTRUCnON OF A UND€RGROI ND VAULT \|#llcH i-PUSES 2-75|.lP PUlffi
Cominani: rccehrsd revllad drlwlnos to Inclu* lataw mll oround enw landlng arees, routed lo Chadl€. - LCAMPBELL
COMrN€NI ADOINONAL MATERIAI,S SUBMITTED Ai{O ROU1ED TdC}IARBE DAVIS - JSUfiER
Comfilent PLAN REVIEVTIilSCONTINUED. MORE If.IFO REOUIRED NEED ELEVATION DRAI'UT.IGS, Bt,ILDI}IG
SECIIONS AND ARCH PLAN STIOW EXMNG AS CI.JRENTLY SUBMITTED THERE ls hN EX}TS
D€SIGNED FOR THE STRUCTURE.
COTITRACTOR BlLt KENNEDY tlOTlFlED 61d04 - cDAvlS
CoMrneNt ROUTED TO CFIARLIE DAVIS, BILL GIBSON. IFRE AI.ID PUBLIC WORKS . JSUTHER
R€ouestcd lnsp€cton{s I
lbm: 20 Bt5c+ourd.don Ste€l Requesbed Time: 08:00 AM
Requedor: VAIL RESORTS (VAIL CORPT Phon€: 970-84$23&l
Commenb: pour .t 10{lO
Asshn€dTo: CDAVIS Ent€rsdBy: DGOLDEN K- Actbn: Tkn€ Ero:
IbM COMMENb: RFTFVIUITWALLS PER CHEI'EESffiTED tI+25 & O+gI BY BROWT-I AND CALDI'IIELL P.E.
LETTER IN FILE.
I.IOT READY FOR INSFECTION. CO#ITRACTOR WILL RECALL FOR INSPECTIONll€m Comm€nls:
fbmComm€nls:
Itam ComtnenE:frPfao v(/
?'to o{ ---_fu
lhspecuon Hlsblt
tlem: 502 PlfiARor.roh oradelbm: ff)3 PhAFlnatdifueway gr.de
llem: l0 BlDG-Footmc/Stoet * Aorrov€d *
tlgl&o4- lmDeclon GCO ' ' Ac{on: AP APPROVED
COMIN€NIS: AM HAGIOIIAL BAR DRAINS. SPLICE S TO = 3 PAST VI,ELL.
flrm: 20 BlDGFoufflrtlodslorl " Approvod "'
Og24/O4 lnswctor: cthvls Actlon: AP APPROVED
0W3O/O4 lll3ilector: GCD Acdon: NR l.lOl'READY FOR INSPECnO$I
08y31/(X lncirctor: GCD Action: AP APPROVED
COMMENb: REST OF VAULT WALLS PER CHEI.IGES DATED (F?5 & O&3O BY BROVII}I AND CALDIIELL
P.E, LETIER IN FILE.
09/0!yt)4 Ins9eclor: Arl Acllon: NR f\PT READY FOR IIISPECTION. Comnrenb: }.|c'T READY FOR INSPECTION. COI.ITRACTOR WLL RECALL FOR INSPECTIONtt tn: 52O PtAhl-lLC Sile Pbn
llem: 30 BLDCr-Framlno
n€m; 50 BlDG-lnsub6nlbm: 60 BLDG-Sh€cfock Nall
REPT131 Run Id: 2331
oo
9eto+'ol.t
@uesEd Inspect Dab: Thursday, February lC, 200Gtnttffio*'n;
Foor ro*.r, RD vArL
REAR 8,06 FOREST RCIAD
A/PrD Inlbrmston
Aciltit: 8(l4{t1€ I\me: COlliBtJlLD SubTVpe: NINDConstWoi: Ocdmirbv: 12 CEe: llNO#ieI: EAGLE RIVER WATER & SAMfANON
Reouesb<l I nsoecdon(sl
lbm: S{0 BLDG-Flnal Crc) Requeshd nmei
Re(nnslor: VAIL RESORTS (VAlt CORP) Plrone:
Conftmr{3: elett|c l frEl b itso b.,fito dtE tt|s larr d6y. rfs c.I 1t2 almd Slqxlg
Asdgnod To: JIIIOiIDRAGON EntBred q,:-Adlon: ThmExp:
Sbtls: ISSIED
In6pAr€a: cD
Aopllcrnt:
Ccitacior:
Descrlpdon:
l$,tc€:
Coriln€nt
Comrrnt:
@nnl.|rt:
ComnE d:
Commrnt
VAILRESORTS UAILCORB Phone: 97G84$23&l
vArL RESORTS aVArL CORP)
C€}ISTRIJCTION OF A ulE€FGRolJltE vAt [,T \,lf{CH }OUSES 2-7f,{P PutltS
polnrtng tco requeC |out d b BA G&eon 12/1St)4 - COAVIS
ROI'TED TOCFIARTE DAVIS. Bil.L C{BSON. IFRE ATOPI.,BUCYrcRKS - JSUT}ER
PLAN RE\rlEW IXSCONflNUETI LORE lt\FO REOTIRED t€ED ELEVITION ORAUUT\IGS, BlIttXl.lG
SECTIO}}S AIDARCH PI.AN SIflIEXM}IG. AS CLNENILY ST.,BITTIED T}ERE IS
'.IO
EXITS
DESIGI.IEO FOR ltG STRIJGTI.ffi.
@NTRACTOR BLL XE}.INEDY }ENFIED 616/{'4 - CDAVIS
ADDIIK,I.IAL MATERIAI.S $.TMTIED At,f,} ROt'IED TO CHARLIE DAVIS . JSI'TTER
rscehcd revbad dilrtrgB to H* srhty rol rrorfil €nfry bndhg ttets, touhd b Chttk. - LCAilpgELL
TeO (hd.d by tumhg-- BGlESOl.l
09:00 At
301.5(}29
OGOLDEN K
ei-/6"?c,,o6
lnspeston Hlstorv
ltem: 5{}2 PUtFRouofi onath
ftem: 503 PtlFFtnafdi[re{rey s'r€d€lbm: lO BLDGfootlnos/Slde[ * Aoorowd "
0918o4-lrltD6cnor: CiCO
.' A.flon: APAPPm\rED
Com|||elil: ADD EIAC€lilAL B R DRAltlS. SPLICE 16 fO = 3 PASTIIIELL.
WI-ZNA Il|3ffiIor: GCD AEilon: CRCORRECTIONREOUIRED
Comm.r$: REITOVE UY IERAtlOl{,rDFROilFfG.
OS,23/O4 Inspec'lor: c{avls Acton' AP APFROVED
ComnFnt Coirsdon made. [t{.br ]€moFd by q{*E *reerEd rod( b F.Eh rd.r hom loflnt Fbr to !o
concrde plrcemett AI fird remo*$ fiom-s|IbgNad€
nem: An BLDC+-FoundatorVSlEol' - Approved -fsn4{A |trspector: crtrvb -- Acdon: APAPPROVED
Comment:(F/tyO4 Inapecior: ccD Arllon: NRI.IoTREADYFORI|.|SPECT|oIr|
Commer :
OE/ill/o4 lGo.ctor: GCD Actbn: AFTFPROVED
Comrnent REST OF VAULT vuALLS FER Cl{E}lcES DATED 0&2S & 0&:D BY BRq$r AilD CALDII€LL
Ac{on: NR ttCrT READY FOR lNSPECTlOl.l
REPT131
P.E. LETIEFI IN FILE.
GYGVO4 lmFcton ftt
Run Id: 4254
Codlrued:
Cortm€nt:
Commet[ t|oT READY FOR INSFECIION. @NTRACTOR YSLLGvtdD4 !
Comment
INTRACTORYSLL REC LL FOR lltlSPECnON
Acilon: APAPPROVEOiSI.ABFffiVAULT
tB/29/04 Insoecbr: @D Ac,tlon: Pl PARTIAL lNSPECIlOl.l
Com|mnt PARTNG LOT RETA}TI.IG I,UALL. GT,ARORAIL I'SATT TOP OF VATJLT.
ommed: APPR$,ED
tB/29/04 Insoedor: r
ommrd: PARKII{G L(
t2l2e0t Insoctor: li
omrner* nfaed0oodpfrhfd
durtro conrbucfon
FOR TOFFII.GSI.ABFOR
Actlon: DN DENIED
&m: 520 PIAISILC Sb Pbnlbm:
lbm:
fbm:
lQsm:
llem
lbm:
FIRE.TEIP.C:/O
PWTEIP.G/O
3[)
50
60
71)g)
BtDGFram&n
BLDGlnsub6n
Bl-DCl-she€tock tlcfi
BLDGiff*.
El-DGFlnal
O2lGilU6 |trspecioc GCD
COMNT''fl: ELECTRrcAL RI{AL REOD
Sil) BLDCrTemp.9Ol2l[l8/(x In3F.cior: ctlrvb Actron: DNDEMEDCommnt olairnlm aoorovrl reaulBd
iu!{c r6rfti opprowl loqr**-[ dror D6r||il4 nflrst b. ftrrlsd-tlo l,rsE ALLOIIGD t htnL Occt PAr.lCY APPRCwAf, lS GRANIED
Item: 531
ItBm: {X}2
tlem: 533
Item:
Actbn: DN DEIIIED
Comrfler* ibad 0ood plrh lnbrm.0on tlom Engfre*E nfm. t'Led lo cofirfm Fbod Plrh wnt ch.figcd
durtEco
PLJtilfEtP. CJO -"Approvsd "
12l15ftX InsDechr: bolbmn
omne|t: lLCnor.httail|lbd
Acdolu DNDET{EDhi3dbmldlllqe{E tdbgsComm|t: llomne|t: ILC reqrhd r-fi1 btller rur$ b€ Dchi3rl b n*h lhe drrt Idu(ffF lr|3p.6r: bgDron A.dotr: APAPPROITEO
ComnFnt!bm: 537 PLA,ISFIIIALCJO "ApoonC-$Z(B{F |mpecbr: bgbeoit
Commentflem: 538 FIRE+II,|A,IC/Os$t PUSFIMI- C/O - Arprolrod -
OAZJ|/0S Inspcctoe: b
Comment
540 BLDGFI|.ICio
Ac{oo: APAFPROVED
Ac0on: AI'APPROUED
REPT131 Run Id: 4254t