HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 28 LEGAL.pdf?
Decign Review Eoard
ACTIOfl FORTiI
Departnent of Crmnunity Development
75 South Frontage Road, Vail. Colorado 81657
tel: 970.,+79.2139 Jdxr 9VO-479.2452
web: www.vai lgov.com @rx.r|TY oEtEutrarar
Protect l{ame:
Prcject Description:
DRB t{umber: DR8030228
Change to approved plans - PETRUS MGMT DEMO/REBUILD
Locadon:
to$ 28 Block 7 Subdivlslon: VAIL ULI-AGE RUNG 1
2101{71-1300-5
Pafticipants:
OWNER PETRUSMANAGEMENTCORP 061ril2003
12377 MERIT DR 17OO
DALIAS TX
75251
APPUCANT A & B ASBESTOS ABATEMENT, IN05/122003 Phonez 970-243-2575
535 WESTWHITE AVENUE
GMND JUNCTION, CO
81505
CoNTMCTOR A & B ASBESTOS ABATEMET{T, IN05/122003
Llcense: 121-5
84 BEAVER DAM RD VAIL Prolect Address:
84 BEAVER DAM RD
legal Description:
Parcel ilumber:
Comments:
BOARD/STAFF ACTION
Motlon By: Viele
Second By: Rogers
Vote: ,l-0
Conditions:
Actlon: APPROVED
Dab of Approval= Oil I6l20M
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Torun of
Vail sbff and/or the appropriate review committee(s),
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to @nstruction activiUes.
Cond: CON0@6283
That the appllcant shall comply wlth all Town of Vall staff ondltlons.
Planner: Bill Gibson DRB Fee Pald: i2O.OO
I
r
o
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970 .479 .2139 fax: 970 .479 .2152
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
of the
Location of the propos at= Lot:7^g Bbck:- suoawiriont V/*" f L) t | (r*<t-
Physical Address:81 &" q, r,a- T>,a--^ 4J
6;;;i;.>,,:(Contact Eagle Co. Assessor at 970-328-8540 for parcel no.)
Name(s) of Owner(s):il,\
Mailing Address:€-Si.
Phone:
Name of Applicant:
Mailing Address:
E-mail Address:?-= t
{/f::.::ll:i:l**::" ,6.,i6,r, m,,.r ,aaai..a ann,n.,rr ^.i^r i^ .,,hmi.-ih^ 3 h,.;,.{i^^ ^^-E;} -^^,;--}i^^ "I!.tV l?
weo: www.o.va[.co.us
All projects requiring design review must receive approval prior to submitting a building permit application. Please 0") d
refer to the submittal requirements for the particular approval that is requested. An application for Design Review \./4-|rp
cannot be accepted until all required information is received by the Community Development Depaftment. The V project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
€
lexK
Owner(s) Signature(s):
Type of Review and Fee:
tr Signs
- Conceptual Review
D New Construction ! Addition
tr Minor Alteration
(multi-family/commercial)
O Minor Alteration
(single-famlly/duplex)
E/ Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$550 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
For Office Use Only:
Fee Paid: Check No.:_ By:
Application Date:
Planner:
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Decign Rerdsw Doard
ACTIOfl FOR],|
Department of f.ommunlty D6velopment
75 Soutft Fmntage Road, Vall. Colorads 81657
tef: 970..+79.2139 fax.9VA.479.2452
web: wur.vai lgov.rom
Prorect llame:
Proiect Descdptlon:
DRB ]{umber: DR8020055
Change to approved plan for norv single-famlly midence
PETRUSMANAGEMENT@RP O3II4I2W2
Partidpants:
OWNER
12377 MERIT DR 17OO
DALI.AS D(
7525L
APPLICANT WARREN I.AWRENCE
ProjectAddrcss:
Legal DescrlpUon:
Parcel l{umber:
Comments:
031 L4lzOOZ Phone: 390-7,184
84 BEAVER DAM RD VAIL l-ocadon:
toE 28 Block 7 Subdlvision: VAIL VILIAGE FIUNG 1
2101-071-1300-5
ilo'don By:
Second By:
Vote:
CondiUons:
BOARD/STAFF ACTIOI{
Action: SilAFFAPR
Date of ApproYalz 0312212O02
Cond:8
(PLAN): No changes to these plans may be made without the written @nsent of Town of
Vall staff and/or the approprlate rwiew committee(s).
Cond:0
(PI-AN): DRB approral does not onstitute a permit for buildlng. Please consu[ wlth
Toryn of Vail Building personnel prlor to construction acdvlUes.
Cond: CONfl)05219
This apprwal is conUngent upon veriflcaUon of the proposed GRFA and site coverage
calculatlons.
Planner: Bill Gibson DRB Fee Pald: 120.00
Application for Design Review
Deparhlent of Community De\relopment
75 sou$ Fronbge Road, Vail, Colorado 81657
tel 970.479,2L39 lax: 970,479'2452
web: www.ci.vail.co.us
General fnformatlon:
All projects requirlng deslgn review must receive approval prlor to submltting a bullding permlt application,
-Please
refer t6 tfre submmll requlrements for the particular approval that is requested, An application for Design Review
cannot be accepteil untii all required information is received by the Crmmunity Development Department' The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
beifgn rciriew approyal lapcee unless a buildlng p€rmit i5 lseucd and oonitruction commcncec wlthin
onc year of th€.pprcvrl.
Locauon otttre Rropocal: toEZS glxr' 7 subdivlsionr
(Qtr+Bot -o22fr
eLt
,JTZA
Physlcal Addreest
4--"'Parcel No.:
Malling Address:
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no')
owne(s)ffiature(s
Name of Appllcant: -
Name(r) of Owner(s):
Malling Address:
E-mail Addrcss:Fax:
$50 ElE $1'00 per square foot oftotal sign area.
No Fee
$650 For consFuctlort of a new building or demo/rebulld.
$SO0 For an addltion where sguare footage is added b any residential or
@mmercial bullding (lncludes 250 additlons & interior conversions)'
$250 For mlnor ctlanges b buildlngs and slte lmprovemenb, such as,
reroofing, painting, window additions, landscaping, fences and
rebinlng walls, etc.
$20 For mlnor changes to buildings and site lmprovemenB, sudl as,
rcrooflng, paintng, window addtEons, landscaping, fences and
retalnlng walls, etc'
$20 For revilions to plans already approved by Plannlng Staff or the
Design Review Boarc.
No Fee
tr
tr
tr
TypG of Revlew and Fee:
tr Signs
E Conceotual Review
New Construction
Addition
Minor Alterafion
(mulU-famlly/commerdal)
Minor Alteration
(slngle.family/du phx)
Changes to Appro/ed Plans
Separauon Request
tr
X
tr
-"'" o''..k no.: ,?X96 Bv:-
DRB No':
gs||TYOEIA.OFTII|r
Planning and Envirunmental Commieson
ACTIOI{ FONM
Departrnent of Communlty Developm€nt
75 South Frontage Road, Vail, C.olorado 81657
tel: 970.479.2139 tax: 970.479.2452
web: nrYu.vai lgw.com
Prorect Name: Petrus EHU
Prore€t Description:
Type II EHU
Participants:
PEG llumber: PEq)10049
Action: APPROVED
Date of Apprcvalz O7l23l2OOL
owNER PETRUSMANAGEMENTCORP O6l2sl200t
12377 MERIT DR 17OO
DALI-AS TX
7525L
APPLICANTWARRENLAWRENCE O6|2S|2OOLPhone:390-7,184
Protect Addr€ss: 84 BEAVER DAM RD VAIL Locauon:
Legal Descrlpdon: Lot: 28 Block 7 Subdivision: VAIL VILLAGE FIUNG I
Parcel Numben 2101-071-1300-5
Comments:
BOARD/STAFF ACTION
l.lotion Byl
Second By:
Vote:
CondiUons:
John Schofield
Doug Cahill
6-0
@nd:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail stafr and/or the appropriate review committee(s).
@nd: CON000489!)
Prior to the issuance of a building permit, the Community Danelopment Department
shall receive proof from the applicant that a Type II Restrictive C.ovenant has been
reorded with the Eagle County Clerk and Recorder's Office, thereby ensuring that
the employee housing unit will be permanently restricted for employee housing.
Planner: Bill Gibson PEC Fee Pald: $0.00
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
Planning and Environmental Commission
Community Developmenl Department
July 23, 2001
I. DESCRIPTION OF THE PROPOSED USE
In September and December of 1992, the Town Council passed Ordinances 9 and27, Series of
1992, to create Chapter 13 (Employee Housing) which provides for the addition of Employee
Housing Units (EHUs) as permitted or conditional uses within certain zone districts. In April of
2000, the Town Council passed Ordinance 6, Series of 2000, to repeal and reenact this chapter
and provide additional incentives for the creation of employee housing in Vail. In Section '12-2-
2, an Employee Housing Unit is defined as follows:
Section 12-2-2
Employee Housing Unit (EHU): A dwelling unit which shall not be leased or
rented for any period less than thirty (30) consecutive days, and shall be rented
only to tenants who are full-time employees of Eagle County. EHUs shall be
allowed in certain zone districts as sef forth in this Title (Section 12-13).
Development standards for EHUs shall be as provided in Chapter 13, "Employee
Housing" of this Title. For the purposes of this definition, a ffull-time" employee
shall mean a person who works a minimum of an average of thirty (30) hours per
week. There shall be five (5) categories of EHUs: Type l, Type ll, Type lll, Type
lV, and Type V. Provisions relating to each type of EHU are set forth in Chapter
13, "Employee Housing" of this Title.
The applicant is proposing a Type ll employee housing unil in connection with a new single
family residence. The Design Review Board has reviewed this proposal and approved it at their
May 16, 2001 meeting contingent upon Planning and Environmental Commission approval of
the Conditional Use Permit for the proposed Type ll EHU. The employee housing unit will be
approximately 494 square feet in size and will include one bathroom, a kitchenette, a living
room, and one bedroom. Two parking spaces are proposed for lhe EHU. The applicant is
proposing to utilize the 500 square foot GRFA credit.
A request for a conditional use permit to allow for a Type ll employee housing
unit focated at 84 Beaver Dam Road lLot28, Block 7, Vail Village 1"'Filing
Applicant:
Planner:
Petrus Financial Management, LTD
BillGibson
II. STAFF RECOMMENDATION
The Community Development Department recommends approval of this application for a Type
ll Employee Housing Unit, based on the following findings:
1. That the proposed location of the use is in accordance with the purposes of
Section 12-'13 (Employee Housing) and the purposes of the district in which the
site is located.
2. That lhe proposed location of the use and the conditions under which it would be
operated or maintained would not be detrimental to the public health, safety, or
welfare or materially injurious to properties or improvements in the vicinity.
3. That the proposed use would comply with each of the applicable provisions of
Section 12-16 (Conditional Use Permitsl of the Vail Municipal Code.
lf the Planning and Environmenlal Commission chooses to approve this application, the
Community Development Department recommends the following conditions:
1. Prior to the issuance of a building permit, the Community Development
Department shall receive proof from the applicant that a Type ll Restrictive
Covenant has been recorded with the Eagle County Clerk and Recorder's Office,
thereby ensuring that the employee housing unit will be permanently restricted
for employee housing.
Please note that under Section 12-16 of the Vail Town Code, the approval of a conditional use
permit shall lapse and become void if a building permit is not obtained and construction not
commenced and diligently pursued toward completion, or lhe use for which the approval has
been granted has not commenced within two years from when the approval becomes final.
o
ZONING ANALYSTS
Lot Size: 19,602 s.f. (0.45 acres)
Zoning: Two-FamilyPrimary/SecondaryResidentia
Standard Allowed Existino Prooosed
Total GRFA
Primary
5,060 s.f. (+500 s.f.-EHU) Demo
Site Coverage
Parking
Setbacks
Landscaping
Outdoor Lighting
|il.
EHU
5,060 s.f.
300-1200 s.f.
3,920 s.f. (20%)
3 spaces required for Primary unit
2 spaces required for EHU
20115115
11,761 s.f. (required)
19 fixtures above 18"
5,060 s.f.
5,060 s.f.
494 s.f. (using 500 s.f. credit)
2,742 s.l.
3 spaces
2 sDaces
5 spaces total
shall comply with code
shall comply with code
shall comply with code
Demo
N/A
Demo
tv.CRITERIA AND FINDINGS
A. Consideration of Factors:
Before acting on a conditional use permil application, the Planning and Environmental
Commission shall consider the factors with respect to the proposed use:
1. Relalionshio and imoact of the use on the develooment obiectives of the
Town.
When the Town Council adopted the Town of Vail Affordable Housing
Study on November 20, 1990, it recognized a need to increase the supply
of locals/employee housing units. The Town encourages EHUs as a
means of providing quality living conditions and expanding the supply of
employee housing for both year-round and seasonal local residents. The
proposed unit will have a posilive impact on the Town's rental housing
needs.
2. The effect of the use on lioht and air. distribution of pooulation.
transoortation facilities. utilities. schools. oarks and recreation facilities.
and other public facilities needs.
Staff believes that there will be little impact from the proposed Type ll
EHU on light, air, population, transportation, utilities, schools or parks.
3.Effect uoon traffic with oarticular reference to conoestion. automotive and
pedestrian safetv and convenience. traffic flow and control. access.
maneuverabilitv. and removal of snow from lhe street and oarkino areas.
Two additionalvehicles are anticipated in association with this EHU. Two
parking spaces are proposed. Staff feels that this would be an
insignificant impact on the above-referenced criteria. Snow storage will
be accommodated on the property. The driveway area and entrance, as
proposed, comply with applicable development standards.
Effect uoon the character of the area in which the oroposed use is to be
located. includino the scale and bulk of the orooosed use in relation to
surroundino uses.
This proposal is very similar to other Type ll Employee Housing Units that
the Planning and Environmental Commission has approved in this
neighborhood. The scale and bulk of lhe proposed structure is also
similar to those in existence in the surrounding neighborhood. Statf
believes that the proposal will not signilicantly impact the scale and bulk
of this project in relation to surrounding uses.
Emolovee Housino Units mav be allowed as a conditional use in those
zone districts as soecified bv Section 12-13 of the Vail Municioal Code.
Employee Housino and shall be subiect to the followino requirements:
a. Zonino districts oermitted bv rioht or by conditional use.
Type ll EHUs are a conditional use in the Single-Family Residential, Two
Family Flesidential, Two-Family Primary/Secondary Residential, and
Agriculture & Open Space zone districts. The subject property is zoned
Two- Family Primary/Secondary Residential.
b. Ownershipffransference.
The EHU shall not be sold or transferred separately from the unit it is
associated with. The applicant is not proposing to sell or transfer the
EHU separately from the free-market dwelling units.
c. AdditionalGRFA.
The EHU is entitled to an additional 500 s.f. GRFA credit which lhe
applicant is proposing to utilize.
4.
5.
d. Parkino
Parking requiremenls for EHUs are per Chapter 12-10. The proposed
EHU will be 494 s.f. in size and requires two parking spaces. The
applicant is proposing two parking spaces for the EHU.
e. Minimum/Maximum GRFA of an EHU
The minimum square footage for a Type ll EHU is
maximum square footage is 1,200 s.f. The proposed
square feet in size
f. Densitv
The EHU does not count towards density.
Findinos:
The Planning and Environmental Gommission shall make the following findings
before granting a conditional use permit for an Employee Housing Unit:
1. That the proposed location of the use is in accordance with the purposes
of Section 12-13 (Employee Housing\ and the purposes of the district in
which the site is localed
2. That the proposed location of the use and the conditions under which it
would be operated or maintained would not be detrimental to the public
health, safety, or welfare or materially injurious to properties or
improvements in the vicinity.
3. That the proposed use would comply with each of the applicable
provisions of Section 12-16 (Conditbnal Use Permitsl of the Vail
MunicipalGode.
300 s.f. and the
EHU will be 494
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qu.stionsfll thc Planning Staff at479-2128
APPI,,ICATION FOR DESIGN REVIEW APPROVAL
GENERAL INFORMATION
This application is for any projcct rcquiring Design Rcview approval. Any project rcquiring dcsigrr review must
receive Dcsign Review approval prior to subrnitting tbr a building pcrmit. For specific information, see thc sublnittal
requirenrents for thc particular approval that is requested. Thc applicatiott c:rnnot bc acceptcd until all the requircd
inlbrmatiou is submitted. The project r-nay also necd to bc revicwcd by thc Town Council and/or the Planning and
Envrronmental Conrmission. Dcsign Review Board approval cxpires onc ycar after final approval unlcss a
building permit is issued and construction is startcd.
A, DESCRIPTION OF THE REQ(JEST:
PHYSICAL ADDRESS:
R
l'. \'
D.
E.
PARCEL O. 2/Oi C.t "7 t t 3 {b,T (Contact Eaglc Co. Assessors Of}ice at 970-328-8640 lbr paroel #)
7n Nl r I\l/l '
NAML, oF owNER(s): f-reu s HA- n-ao ^ -' Jt'_
MAILINC ADDRESS:
TOI,/{N OF VAIL
LOCATION OF PROPOSAL:FILING:
PHONE:
OWNER(S) SIGNATURE(S):
ci'NAME OF APPLICANT:
MAILINC ADDRESS:
I{.TY['E OF REVIIIW AND FEE:
EfN.rn Construction - $200
tr Addition - $50
Construction of a ncw building.
lnclrrdes any addition where square fbotagc is added to any rcsidcntial or
comrncrcial buildine.
E Minor Altcration -$20 lncludcs minor changcs to buildings and site improvcments, such as,
reroofing. painting, wirrdow additions. landscaping, fcnccs and retaining
walls. etc.
DRB fbes are to be paid at rhe tirne of submittal. Later, wheu applying for a building pcnnit. please identtfy
the accurate valuation ofthc projL,ct. TheTownof Vail will adjust thc t-ee according to thc project valuation.
PLEASE SUBMIT TI{IS APPLICATION, ALL SUBMI'TTAL RXQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF' COIVIMUN ITY DEVELO PM ENT, 75 SOUTH FRONTAGE ROAD.
VAIL, COLORADO 81657.
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APPLICATION FOR PLANNING AND ENVIRONMENTAL
COMMISSION APPROVAL
GENEML INFORMANON
This application is for any project requiring approval by the Planning and Environmental Commission. For specific
information, see the submiftal requirements for the particular approval that is req uested. The application can not
be accepted until all required information is submitted. The project may also need to be reviewed by the Town
Council and/or the Design Review Board.
A, TYPE OF APPLICATION:tr Bed and BreaKast tr Conditional Use Permit n Major or tr Minor Subdivision tr Rezoning fl Sign Variance tr Special Development District tr Major or tr Minor Amendment to SDD
Questions? f ,nu Ptanning Staff at 47g-2L38
Employee Housing Unit (Type: 6 )
Major or tr Minor Exterior Alteration
(Vail Village)
Major or Minor Exterior Alteration (Lionshead)
Variance
Zoning Code Amendment
Amendment to an Approved Development Plan
tr
tr
tr
fI
B.
c.
D.
E.
F.
tr.
H.
LOCATTONOFPROpOSAL: LAT:28 BLOCK: ? n$rc: vnl vtildrf, I
PHYSICAL ADDRESS:
PARCEL#: Z (Contact Eagle Co. Assessors Office at 970-328-8640 for parcel #)
NAME OF OWNER(S):./_ n
NAMEOF nppU]eVf: ,filztZ.A *s .a/-uc
MAIUNG ADDRESS:
PHONE:
FEE: See submittal requirements for appropriate fee
PTEASE SUBMIT THIS APPUCATION, ALL SUBMITTAL REQUIREMENTS
AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT,
75 SOUTH FROI{TAGE ROAD, VAII, COLORADO 81557.
lF (;o7
RECD JUN zb eoot
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LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:COLOR:+BUILDING MATERIALS:
Roof
Siding
Othcr Wall Materials
Fascia
Sollits
Windows
Window Trinr
Doors
Door Trirn
Hand or Dcck Rails
Flucs
Flaslrings
Chinrncys.
Trash Enilosurcs
Grecnhouscs
Retaining Walls
Exterior Lighting**
Other
/^) Ltrzab€
* Please speci! the nunufacturer's color, number and attach a small color chip
++ All cxtcrior lighting nust meet the Town's Lighting Ordinance 18.54.050(J). If exterior lighting is proposed,
plcase indicate the nunrbcr offixhres and locations on a sc'frarate lighting plan. IdentiS each fixture type and provido
thc height above grade, lumens output, luninous arca. and attach a cut shect ofthe lighting fixhres.
flaxtv / worto
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Updated619T
PROPOSED LANDSCAPING
Botanical Name Conrnron Namc Ouantitv Sizc+
PROPOSED TREES &,us SPAg{B
AND SHRUBS:l2-
EXTSTINC rREES TO Qtr*tXl NtN
BE REMOVED:&-dC* ftc+gttf
*Mininrum rcquircmcnts for landscaping; dcciduous trccs - 2 inch calipcr
conifcrous trccs - 6 fcct in hcight
shrubs - 5 gallons
T:npc Squarc Footaee
CROUND COVER
SOD
SEED
IRRICATION
TYPEOR METHOD OF
EROSION CONTROL
OTHER LANDSCAPE FEATURESlretainingwalls, fences, swimming pools, etc.) Please specify. Indicate top and
bottom clevations of rctaining walls. Mo<imunr height of walls within the front sdback is 3 feet. Maximum height of
walls elscwherc on the property is 6 fect.
krnt
Updatcd 6/97
TOWNOFVAIL, COLORADO Strtcoent
gtatement Nunber 3
Payment ethod:
R000000539 Anount: g2OO.0O
Check
O3/26/2oOLoS:05 prrr
Init: .tAR
lfotatlou: 12253
permlt !to: DR801005? Type: DRB _ Nee Conatruction parcel No3 21010?113005
SLte Ad&eea: 04 BBA\'ER DAI{ RD \TAIIJ Location:
Thle Payment:$200.00
DR 00100003112200 DESIGN REVIEW FEES
Total Feee:
Total ALL lrrnte :
Current Pmts
200.00
9200.00
$200.00
*t*r**f*r+*|rr'lt+r*rtt***.****+r*r**r*r*t'*****r*+*'r*******r***li*1Tiir******.r**-11;fi--.,t
ACCOI,JNT ITEMLIST:
Account Code Descri pti on
o o
Chicago Title Insurance Company
ALTA COMMITMENT
Schedule A
Properly Aildress:
LOT 28, BI.I( 7, VAIL ULLAGE IST FLG
OurorderNo. V265614
Cust. Ref.:
1.
t
Effective Date:
sh/',Meeh*1999.et 5:00 P.M.
Policy to be Issued, and hoposed Insured:
'ALTA' Owner's Policy l0-17-V2
Proposed Insrred:, *"H*t $3,000,000.00
PETRUS MANAGEMENT CORPORATION. A TEXAS CORPORATION
3.The estate or interest in the land described or referred to in this Commitment and covered herein is:
A Fee Simple
Title to the estate or interest covered herein is at the effective date hereof vested in:4.
!.The land referred to in this Commitmmt is described as follows:
LOT 28, BLOCK 7,VAIL VILI,-A,GE FIRST FILING, ACCORDINGTO THB RECORDED PLAT
THEREOF, COUNTY OF EAGLE, STATE OF COLORADO.
o o
ALTA COMMITMENT
ScheduleB-Sectionl
(Requirements) Our Order No. V265614
The following are the rcquirements to be complied with:
Item (a) Payment to or for the account of the gnntors or mortgagors of the fulI consideration for the estate or
interest to be insurd.
Item O) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record,
to-wit:
Item (c) Paym.ent of all taxes, charges or assessments levied and assessed against the zubject premises which are due
and payable.
It€m (d) Additional requirements, if any disclosed below:
I. CERTIFICATE FROM THE SECRETARY OF STATE OR OTHER APPROPRIATE OFFICER OF
TEXAS, SHOWING THAT PETRUS MANAGEMENT CORPORATION, A TEXAS CORPORATION IS
A DI.JLY ORGANIZED AND EXISTING CORPORATION UNDER THE LAWS OF TEXAS.
2, DULY ACKNOWLEDGED AFFIDAVTT SETTING FORTH THE NAME OF HARRY W. BASS, JR.
MARITAL TRUST AS A TRUST, AND THE NAMES AND ADDRESSES OF ALL OF THE
TRUSTEES WHO ARE REPRESENTED BY SAID TRUST, THE NAMES OF THE TRUSTEES WHO
MAY CONVEY, ENCUMBER, LEASE, OR OTHERW]SE DEAL WITH INTERESTS PROPERLY FOR
SAID TRUST. AND OTHERWISE COMPLYING WTII{ THE PROVISIONS OF SECTION
38-30-166 OF THE 1973 CRS. EVIDENCING THE EXISTENCE OF SAID TRUST.
3. EVIDENCE SATISFACTORY TO THE COMPANY THAT THE TERMS, CONDITIONS AND
PROVISIONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED.
4. WARRANTY DEED FROM HARRY W. BASS, JR. MARITAL TRUST TO PETRUS MANAGEMENT
CORPORATION, A TEXAS CORPORATION CONVEYING SUBJECT PROPERTY.
o o
ALTA C OM M ITM ENT
Schedule B - Section 2
@xccptions) Our Order No. V265614
The policy or policies to be issued will contain exceptioru to the following unless the same are disposed
of to the satisfaction of the Company:
I . Rig[ts or claims of parties in possession not shown by the public records.
2. Easements, or clains of easements, not shown by the public records.
3. Discrepancies, mnflicts in boundary lines, shorage in area, encroachments, and any facts which a correct zurvey and
inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, for sewices, labor or material theretofore or hereafter furnished, imposed by law and
not shown by the public records.
5. Defects, liens encumbrances, adve$e claims or other matters, if any, created, first appearing in the public records or
attaching subsequent to the effective date hereofbut prior to the date the proposed ins:ured acquires of record for
value the estate or interest or mortgage thereon covered by this Commitment.
6. Taxes or special assessments which are not shown:rs existing liens by the public records.
7. Liens for unpaid water and sewer charges, if any.
8. In addition, the owner's policy will be subject to the mortgage, if any, noted in Section I of Schedule B hereof.
9. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES
AS RESERVED IN UNITED STATES PATENTRECORDED SEPTEMBER04, 1923, IN BOOK
93 AT PAGE 98.
IO. RIGI{T OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED SEPTEMBER 04.
I93, IN BOOK 93 AT PAGE 98.
II. RESTRICTIVE COVENANTS WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE,
BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION,
SEX. HANDICAP. FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE
EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF
THE I,JNTIED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT
DISCRIMINATE AGAINST HANDICAP PERSONS. AS CONTAINED IN INSTRI.JMENT RECORDED
AUGUST IO, 9A,IN BOOK 174 N PAGE 179.
12, EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE
RBCORDED PLAT OF VAIL VILLACE FIRST FILING.
o o
ALTA COMMITMENT
ScheduleB-Section2
(Exceptions) Our OrderNo. V265614
The policy or policies to be issued wlll contain exceptions to the following unless the same are disposed
of to the mtisfactlon of the Company:
13. EXISTING LEASES AND TENANCIES.
LAND TITLE IS IN RECEIPT OF AN ALTA/ACSM LAND TITLE SURVEY PREPARED MARCH
3I,1999 BY PEAK LAND SURVEYING, INC., JOB NO. 69.
o o
LAND TITLE GUARANTEE COMPANY
DISCLOSTJRE STATEMENT
Required by C.R.S. l0-ll-122
A) The zubject real property may be located in a special taxing district.
B) A Certificate of Taxes Due listing each uxing jurisdiction may be obtained from the County
Treasurer's authorized agent.
C) The information regarding special districs and the boundaries of such districts may
be obained ftom the Board of County Commissioners, the County Clerk end Recorder, or
the County Assessor.
Effective September l, Dn, CRS 30-10-406 requires that all documents received for recording or filing in the
clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of
at lease one half of an inch. The clerk and recorder may refuse to record or file any document that does not
conform, exc€pt that, the requirement for the top margin shall not apply to documents using forms on which
space is provided for recording or filing infomration at the top margin of the document.
Note: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII requires that "Every
title entity shall be responsible for all matters which appear of record prior to the time of recording
whenever the title entity conducts the closing and is responsible for recording or filing of legal
documents rezulting from the transaction which was closed'. Provided that land Title Guarantee
Company conducts the closing of the insured transaction and is responsible for recording the
legal documents from the transaction, exception number 5 will not appe:Ir on the Owner's Title
Policy and the Lenders Policy when iszued.
Note: Affirmative mechanic's lien protection for the Owner may be available(typically by deletion
of Exception no. 4 of Schedule B, Section 2 of the Commiment from the Owner's Policy to be
iszued) upon compliance with the following conditions:
A. The land described in Schedule A of this commitment must be a single family residence which
includes a condominium or townhouse unit.
B. No labor or materials have been furnished by mechanics or material-men for pu4roses of
construction on the land described in Schedule A of this Commiment within the past 6 months.
C. The Company must receive an appropriate affidavit indemnifying the Company against un-filed
mechanic's and material-men's liens.
D. The Company must receive payment of the appropriate premium.
E. If there has been construction, improvements or major repairs undertaken on the property to
be purchased within six months prior to the Date of the Commiment, the requiremens to obtain
coverage for unrecorded liens will include: disclosure of certain constnrction information;
financial information as to the seller, the buikler and or the contractor; palment of the
appropriate premium fully executed Indemnity Agreements satisfactory to the company, and,
any additional requirements as may be necessary after an examination of the aforesaid
information by the Company.
No coverage will be given under any circumstances for labor or material for which the insured
has contracted for or agreed to pay.
Nothing herein contained will be deemed to obligate the company to provide any of the
coverages refened to herein unless the above conditions are fully satisfied.
Fofm DISCLOSURE
FILI COPY
TOWI,I OFVAIL
Department of Community Detelopment
75 South Frontage Road
Yail, Colorado 81657
970-479-2 t 38
FAX 970-479-2452
www.ci.vail.co.us
July 18,2002
Charlie Acevedo
JMP Architects, Inc.
PO Box 2007
Avon, CO 81620
. SENT VIA CERTIFIED MAIL-RETIJRN RECEIPT REQUESTED
RE: Petrus Residence - Proposed New Residence and EHU
(84 Beaver Dam Road / Lot 28, Block 7, Vail Village l'r Addition)
Dear Charlie.
On July I8, 2002, during a requested inspection of the construction of the Petrus residence, located at 84 Beaver
Dam Road, Town Staffdiscovered that the new residence is not being constructed in accordance with the approved
building permit plans. Ofthe numerous inconsistencies between the current consuuction and the approved building
permit plans, the most alarming inconsistencies are the apparent construction ofunapproved Gross Residential Floor
Area (CRFA) within a first floor crawlspace and within a third floor attic. All constnrction, including the creation of
aforementioned additional GRFA, that has been done or is being done contrary to the approved building permit
plans and/or contrary to the regulations of the Vail Town Code is considered illegal and must be remedied
immediately.
All issues related to illegal constnrction at the Petnrs residence must be remedied to the satisfaction of the Town of
Vai! hy no later than 5:00pmon Wednesday luly 24,2002.Ifany issues are not resolved to the satisfaction ofthe
Town of Vail by this date and time, the Town of Vail will order the work stopped on the Petrus residence pursuant
to Section 1M.2.4,1997 Unifred Building Code, and begin code enfiorcement proceeding punruiurt to Chapter 14,
Vail Town Code.
The Town of Vail considcrs illegal construction to be a very serious matter and your timcly response to this situation
is imperative. Ifyou have any questions or comments, please feel free to call me at (970) 479-2173 or at
beibson@,ci.vail.co.us .
Sincerely,
?u a/ 4- --Z--<--
Bill Gibson
Planner I
Town of Vail
CC: Charlie Davis, Chief Building Official
David Rhoades, Code Enforcement Officer
Matt Mire, Town Attomey
Petrus Management Group, 12377 Merit Drive, #1700, Dallas, TX 75251
Wadel Development LLC, PO Box 145, Eagle, CO 81631
{S*o*o
COPY ilLt
TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
MX 970-479-2452
www.ci.vail.co.us
May 24,2001
Charlie Acevedo
JMP Architects, Inc.
0M7 E. Beaver Creek Blvd.
Christie Lodge Resort Suite C-16
PO Box 2007
Avon CO 81620
RE: Petrus Residence - Proposed New Residence and EHU
(84 Beaver Dam Road / Lot 28, Block 7, Vail Village l" Addition)
Dear Charlie ,
At their May 16, 2001 meeting, the Design Review Board consent approved the proposed Petms single-family
residence and EHU located at 84 Beaver Dam Road with the following conditions:
l. Resolve retaining wall height issues with staff;
2. Meet all Public Works Department requirements;
3. In lieu of low level plantings, provide l0 spruce hees, 8 to 12 feet in heigh! in the front of the site with
the intent of screening the view ofvehicles parking in the driveway.
The Public Works Department has approved the proposed Petrus single-family residence and EFIU with the
following condition:
l. The landscape plan is approved as long as the utilities companies are aware, and give written approval,
regarding the proposed spa and sidewalk in the utility easement between lots 28 and 3 l. A revocable right-
of-way permit will be required and must include all landscaping located in the right-of-way and any
easement area, the heated driveway located in the right-of-way, the sidewalk and steps, and the unheated 4-
foot concrete pan and sidewalk slab.
All of these issues must be addressed to staffs satisfaction prior to the issuance of the Design Review Board
approval forrn. Please submit revised plans addressing these issues to my attention at the Community Development
Department. Ifyou have any questions or comments, please feel free to call me at (970) 479-2173.
Sincerely,
4/,L- tu. l+
Bill Gibson
Planner I
Town of Vail
{gon"uo' "o
coPy FIL E
TOWN OF VAIL
Department of C ommunity Deve lopment
75 South Frontage Road
Yail. Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci.vail.co.us
April 4, 2001
Charlie Acevedo
JMP Architects, Inc.
0047 E. Beaver Creek Blvd.
Christie Lodge Rcsort Suite C-16
PO Box 2007
Avorl CO 81620
RE: Petrus Residence - Proposed New Residence and EHU
(84 Beaver Dam Road / Lot 28, Block ?, Vail Village 1't Addition)
Dear Charlie,
The Town of Vail Community Development Departrnent and Public Works Departrnent recently reviewed the
Design Rcview application for the proposed new residence at 84 Beaver Dam Road. The following is a summary of
the comments from that review:
t.
2.
J.
5.
6.
7.
o
8.
A topographic survey that is stamped by a licensed surveyor must be submitted.
A landscape plan must be submitted.
An exterior lighting plan must be submitted.
Site coverage and landscape area calculations must be submitted.
The proposcd driveways must be revised with a maximum width of 24 ft.
A 4 ft. concrete pan with 2 inch invert (no heating) must be added to both driveways and indicated on the
sitc plan.
The tree on the west side of the driveway must be trfuruned or removed to meet site distance requirements
per Town standards. The trees located across Beaver Dam Road near the proposed west entrance drive
must be shown on the site plan.
The proposed west driveway must be moved to the south to allow vehicles to exit out into Beaver Dam
Road based upon a 20 ft. centerline radius (please note that this will involve relocating proposed retaining
walls). The west drivcway must also be revised so the t-rst l0 ft. of driveway, measured from the driveway
side of the concrete pan, has a grade of 8% or less.
The site plan must indicate that any heated portion ofthe proposed drives located within the Town of Vail
right-of-way must be in a separate zone and marked at the control box.
The site plan must identifu BMP (Best Management Practices) in the right-of-way area.
The bottom elevations of the culvert flow lines (east and wcst) must be identified on the site plan.
10.
11.
{g rtn t*r^ru
TOWI,I OF VAIL
Deptrtment of Community Development
75 South Frontage Road
Vail. Colorado 81657
970-479-2138
FltX 970-479-2452
www.ci.vail,co.us
12.
lJ.
14.
l).
16.
Some form of guard rails must be provided at the court yard area (north of the garage and south ofBeaver
Dam Road) to prevent vehicles from moving down the embankment and into the road.
All existing and proposed grades must be identified on the site plan, including existing and proposed grades
undemeath all proposed rooflines (these will be used to calculate building height).
The exact location ofexisting utility sources and proposed service lines from their source to structues must
be identified on the site plan.
The Limit ofDisnrbance fencc should be adjusted to protect the evergreen tree with a nuck diameter of I
foot or greater located along the east building setback line. The fence must also be adjusted to include the
boulder wall in the southeast portion ofthe lot.
A minimum functional snow stomge area equaling 10% of the paved areas must be provided within the lot
boundarics and delineated on the site plan.
The Beaver Dam Road rigbt-of-way must be identified on the site plan.
Fire Departrnent approval is required. The Fire Deparfinent staging area and fire hose reach must be
identified on the site plan.
The proposed top and bottom elevations ofall retaining walls must be identified on the site plan. A detailed
cross-section and elevation drawing of the walls shall be provided on the site plan or separate sheet. Please
note fhat a stamped, approved drawing from a licensed PE is required 1or x1 rctaining walls between 4 - 6
ft. in height. Walls located in the front setback may not exceed 3 ft. in height and no wall may exceed 6 ft.
in height.
All required parking spaces must be identified on the plans with a 9'X I 8' box for any enclosed parking
space and a 9'X19' box for any surface parking space.
All elevations must drawn to scale and fully dimensioned. The elevation drawings must show both existing
and finished grades.
All exterior materials and colors must be specified on the elevations. Exterior color and material samples
shall be submifted to staff and presented at the Design Review Board meeting.
All proposed exterior lighting fxtures on the building must be shown on the elevations.
The elevation drawings must illusEate the proposed building height elevation on roof lines and ridges.
These elevations should coordinate with the finished floor elevations and the datum used for the suwey.
Please note that all "future recreational amenities" are subject to Design Review approval.
All floor plans must be scaled and fully dimensioned.
The Employee Housing Unit (EH[) shall have its own entrance, and therc shall be no interior access from
the EFIU to any other dwelling unit it may be attached to.
19.
17.
18.
23.
24.
25.
26.
27.
20.
2t.
22.
tpo*uo"o
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
MX 970-479-2452
www,ci.vail.co.us
28.
29.
The proposed Type tr Employee Housing Unit requires Planning and Environmental Qemmisslsa lppysyd
of a conditional use permit.
The requiied parking spaces for the EHU shall not block the access for t}e required parking spaces of the
primary residence. Tandem parking may only be allowed for parking spaces designated to the same
dwelling unit. (Please contact me to discuss options to resolving this issue).
Ifyou have any questions or comments, please feel free to call me
^t
(970) 4'79-2173,
Sincerely,
\aJ,Z /v,i_
Bill Gibson
Planner I
Town of Vail
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Cr€ek Bhd.0047 E. Beorer
P.O. Box 2007
Aron. Gbrodo 81620
0047 E. Becver Creek BM.
PO. Box 2007
Awn, Colqodo 81620
0047 E. Becver Creek BLd.
PO. Box 2007
Aron, Colorodo 81620
Mallinckrodt, Elizabeth Trustee - Mehe
Marian V. Trustee
5OO N. BroadwaY, Ste' 2000
St. Louis, MO 63102
Kenneth M. and JudY Robins
2165 E. ALameda Ave'
Denver, CO 80209
115 LLC
950 S. Cherry St., Ste. 5C6
Denver, CO 80246
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0047 E. Beo\€r Creek Bh'd.
PO. Box 2007
Aron, Colorodo 8162O
0047 E. Beover Creek Blvd.
PO. Box 2002
Aon, Colorodo 81620
Tang, Oscar L.
600 5tb Avenue
New York, NY 10020
Jean J. Wisenbaker eualified personal
Resid Trust - Hamilton, Lynn W.
6353 Kalani place
Dallas, TX 78240
ZimmeL, Joseph R. _ Boles, Sarah 159 Parsonage Road
Greenwich, CT O6ggO
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Arcn, Glorodo g1620
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,t'rrt MAY AFFE.T YouR PRoP=*l
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and Environmental commission of the Town of
Vail will hold a public hiaring in accordance riith Section 12-3-6 of the Municipal Code of ihe
Town of Vail on .luiy 23,2061, at 2:00 P.M. in the Town of Vail Municipal Building' ln
consideration of:
A request for a conditional use permit, to allow tor 1lyg.e ll Employee Housing unit, located at
r 84 Beaver Dam Road/Lot 28, Block 7, Vail Village 1" Filing'I
XRppticant: Petrus Financial Management' LTD'z \Planner: Bill Gibson
A request for a conditional use permit, to allow for vehicle storage in accordance with section
p-7i-4.Vail Town Code, located at 923 South Frontage Road West / Unplatted'
Applicant: Fitz & Gaylord Landscaping
Planner: Brent Wilson
A request for a recommendation to the Town Council to amend sections 12-7H'3C, 12-7H48'
liZ-lt-SC, and 12-71-4B,Vail Town Code, to allow for commercial ski storage as a conditional
use on the first and ,""onJ floott of buildings in the Lionshead Mixed Use 'l and Lionshead
Mixed Use 2 zone districls, and to amend Siction 12'2-2,Vail Town Code to add a definition of
"pedestrian way."
Applicant: Town of Vail
Planner: Allison Ochs
A request for a recommendation to the Town council to allow for an amendment to section 12-
ei-Z t-iousing zone district - FermitteO Uses), Vail Town Code, to allow for the addition of
,,employee housing" as a fermitted use in the Housing Zone District, and to amend section 12-
2-2,'V;lTown Co-cle to amend the definition of 'employee housing'"
Applicant Town of Vail
Plannen Allison Ochs
A requesl for a recommendation to ihe Town Council for the adoption of two view conidors
within LionsheaO, as iOeniifreO-wimin tne Lionshead Redevelopm'ent Ma.sler Plan' View Conidor
1 is located approximately ai ine main pedestrian exit looking louthwest towards the Gondola lifl
line. View Conidor Z is ficaieOlpproximately from the pedeltrian pl.aza al the east end of the
Lifthouse Lodge tooking ilil "p't-dconOoflLitt
line. A more specific legal description of the
two view coni-clors is on file at the community Development Depariment.
Applicant Town of Vail
Planner: Allison Ochs
The applications and information about the proposals are available for public inspection during regular
offrce'n'ours in the projeJ piannefJ omce, t6caied at the Town of Vail Community Development
Oip"rtr"nt, 7s scjuli rltitag" n"ao. inepuotic is invited to attend_project orientation and the site
viiiiJ16Et precede tn" prnfi" f,""rin! in me iown of Vail Community Development Depariment'
Pfease crlll 479-2138 for information.
sion lanouaoe interpretation available upon request with 24-hour notification.
Zgto, fe-tepFone foi the Hearing lmpaired, for information'
Community Development Department
Published July 6, 2001 in the Vail Trail.
Please call 479-
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Design Review Board
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co.us
Project Name: PEROT RESIDENCE DRB Number: DR8040571
Project DescripUonl
MINOR ALTEMTION (TREE REMOVAL)
Participants:
OWNER PETRUSMANAGEMENTCORP 1012912004 phone:
PO BOX 269014
PLANO
IX 75026-9oL4
License:
APPUCANT ACUTABOVEFORESTRY LOl2glZOO4 phone:970-453-9154
P.O. BOX 7133
BRECKENRIDGE, CO
80424
License:
Project Address: 84 BEAVER DAM RD VAIL Location:
Legal Description: Lot: 28 Block: 7 Subdivision: VAIL VILLAGE FILING 1
Parcel Number: 210107113005
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date of Approval: WA4l2eO4
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent ofTown of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Bill Gibson DRB Fee paid: S2O.OO
FROI4:R
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PROPOSED LANDSCAPING
Botanical Name Common Name Ouantity Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
i*be ftb h,< 5- 7{'
Minimum Requirements for landscaping: Deciduous Trees - 2" Caliper
C,oniferous Trees - 6'in height
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
soD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Please specifu other landscape features (i.e, retaining walls, fences, swimming pools, etc.)
Page 7 of l2l0Zll7l02
o
ON
This.form seryes to veriff that the proposed improvements will not impact any existing or proposed utility
seruices, and also to verify service availability and location for new construction and should be used in
conjunction with preparing your utllity plan and scheduling installations. A site plan, including grading plan, floor
plan, and elevations, shall be submitted to the following utilities for approval and verification
Comments
QWEST
970.38a.0257(fax)
@ntacts:
Scott Carrington 970.468.6860
Jason Sharp 970.384.0238
Authorized
Siqnature
APPROVAL & VERIF:ICATI
o
UTILITY
Date
EXCEL HIGH PRESSURE GAS
970.262.tt076 (tet)
Contact: Rich Sisneros
HOLY CROSS ELECTRIC
970.949.5892 (tel)
970.949.4566 (fax)
Contact: Ted Husky
EXCET ENERGY
970.262.a038 (fax)
ContacB:
Kit Bogart 97 0.262.4024
Jim O'neaf 97 0.262.4003
EAGLE RIVER WATER &
SANITATION DISTRICT
970.476.7480 (tel)
970.476.,1089 (fax)
Contact Fred Haslee
COMCAST CABLE
970.949.L224 x 112 (tel)
970.9a9.9138 (fax)
Contact: Floyd Salazar
NOTES:
1. If the utility approval & verification form has signatures from each of the utility companies, and no comments
are made directly on the form, the Town will presume that there are no problems and the development can
proceed.
2. If a utility company has concerns with the proposed construction, the utility representative shall note directly
on the utility verification form that there is a problem which needs to be resolved. The issue should then be
detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the
utility company and the applicant to resolve identified problems.
3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the
Department of Public Works at the Town of Vail. Utility locations must be obtained before dioginq in any public
right-of-way or easement within the Town of Vail. A building oermit is not a Public Wav oermit and must be
obtained seoaratelv.
The Developer is required and agrees to submit any revised drawings to the utilities for re-approval & re-
verification if the submifted plans are altered in any way after the authorized signature date (unless otherwise
specifically noted within the comment area of this form).
Develope/s Signature Date
10t27 t2004
isfx,
10/712004
TOWN OFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
97Q-479-21.38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
PROJECT TITLE:
NEW (SFR,P/S,DUP)PERMIT Permit #: 801-0228
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: Applied..: 08/07/2001
Parcel No...: ,--21Q1071130051 ^ lssued. .: l0/04/2ffi1
Project wo :(( \ {J I ' 0045 Expires. .: u/02/2ooz
OWNER PETRUS MANAGEMEITT CORP 08/07/200r Phone:
12377 MERIT DR 17OO
DALI.AS TX
I>Z>L
I-,icense:
APPLICAITr Wadel Development LLC 08/07/2001' Phone: 970-328-722I
P. O. Box 145
Eagle Colorado 815 31
License : 254-A
CONTRACTOR Wade1 Devefopmenr LLC 08/07/200L Phone: 9'70-328-1221.
P. O. Box 145
Eagle Colorado 815 31
License : 254-A
oilorrr*r oF coMMUNrrv osvsltlsNr
Fr,.' l-.\a. q.' E'aaF
2rr.go 4,340 s919, 646 . OO
zone 4 V-N Basement 46.02 931 $42,844.52
Zone 4 V-N
Totals . . .
Number of Dwelling Units: 1
5,217 sL,700,000.00*
Town of Vail Adjusted Valuation: 1,700,000.00
*** FEE SUMMARY
Building---> 56,440-oo Restuarant Plan Review--> 90.00 Total Calculated fees-----> S11,919.55
Plan Check--> 94,185 - oo DRB Fee-----------> 9500. oo Additional Fees----------> S0.00
Investigation-> $0. OO Recrealion Fee------------> S?90.55 Total Permit Fee-----------> 911, 919 ' 55
Will CaU--> S3 . Oo Clean-up Deposit-----> $0. O0 Pa!'qrents----------------> S11, 919.55
TOTAL FEE9----------> 51l, els . 55 BALANCE DUE---------> S0 . 00
Approvals:I€e'm: 05100 BUILDING DEPARTMENT
08/27/2OOL @AVIS Action: AP SEE CORRECTIONS
It,EM: O54OO PI,ANNING DEPARTME}IT
L0/04/200t bgibson Action: AP
IIEM: 05600 FIRB DEPARTME}IT
It,em: 05500 PUBLIC WORKS
O7/20/2OOI LS Action: DN AWAITING FOR IIIILITY SIGN OFF SHEET GIVING
Desciption: New single-family residence occupancy " Type
DweJ,lings
DweIJ-ings
Private Garages Zone 4 V-N Masonry 61.88 830 S51,350.40
Fireplace lnformation: Restricted: y t of Gas Applianc-es: 1 #ofClasLogs: 2 #ot Wood Pallet: 0
FOR RECREATIONAT AI\4IBfiTIY IN UTILITY EASEME}IT AREA.
NEED A REVOCABLE RIGIT| OF WAY PERMIT.
PW IIAS RECIEVED STAMPED BOI]LDER WALL DR,AWINGS A}ID REVISED SITE PI,AN.
LO/04/200:- LS AcEion: COND PROPOSED INPROVEMEITTS IN UTILITY EASEMEIUS
BE
STARTED OR COMPI,ETE IJMIL ALL DETAIIJ INFORMATION IS SI]BMITTED FROM AI,I. TIIE IITTLITY
COMPANIES.
ALSO COI{TR,ACTOR HAS AN OPTION TO INSTALL CONDTIT I]NDER PROPOSED PATIO FOR F"UTURE AC
s!;!;
REVISED PI-,AN.
It,em: 05550 EhIGINEERING
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 plin, and state that all the information as required is correct. I agree to comply with the information and plot plan,
io 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.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE
PM. ,' j
213E OR AT OUR OFFICE I'ROM 8:00 AM - 5
ATURE OF OWNEROR CONTRACTOR FOR HIMSELF AND OWNE
Send Clean-up Deposit To: n/a
PAGE 2
****************************a*********!t*************************************
CONDITIONS OF APPROVAL
Permit #: 801-0228 as of 10{t1-2001 Status: ISSUED
**+{{.t*************1**rf***********************rl********S******************************r********tt*****
PermitType: NEW (SFn"P/S,DUP)PERMIT Applied: 08/07/2C01
Applicanh Wadel Development LLC Issued: 10/M/2@1
Job Address: 84 BEAVER DAM RD VAIL
Location:
ParcelNo: 210107113005
it****************t**!r.r****************************:tl**********************rH*****itl*******************,1
CONDITIONS
**********************************************{.1*****************t******ri***************************rtrt**
Cond:33
(PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL
BE SUBMITIED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
t'************{r'}***+*++++f++****************{.*'l*********'l**********{.***********{.{.****{tii*t 'r xr {. !*
TOWN OF VAIL. COLORADO Statement
*rlrf++tf******t*'|*****'r*******{.***t * i. * {. {. * * * * * * * { * { ** * { + + + + + + +:} :|+ *+ + +:} * ** * * * * * * * * ** * * * * * * * i t * *
Statement Number: R000001495 Amount; 911,919.65 l0/04/2o0109:21 AM
Payment Method: Check fnit: CD
Notation: #2169
Permit No: 801-0228 T)'pe: NEI{ (sFR,P/s'DuP) PERMIT
Parcel No: 210107113 005
Site Ad&ess: 84 BEAVER DAI'I RD VAIIr
Location:
Tota1 Fees: S11, 919.55
Thia Payment: $11,919.55 Total ALL Etnts: $11'919.55
Balance: $0.00
t******+++t+*++++++******+++***4(*,i{.****+ff****++}+rff*rf*'t{.t * 't * '},1. * * * * * ** * * * * * ** * * * * ** **** **+*+
ACCOUNT ITEM LIST:
Account Code Descrjptjon Current Pmts
BP OO1OOOO31111OO BU]LDING PERMIT FEES
DR OO1OOOO31122OO DESIGN REVIEIi FEES
PF OO1OOOO31123OO PLAN CHECK FEES
RF 111OOOO31127OO RECREATION FEES
I.{C OO1OOOO31128OO WILL CALL INSPECTiON FEE
6.440 . 00
500 .00
4. 186 . 00
790 .65
3. 00
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Building Permit #:
97 O - 47 9 - 2149 (hspecdons)
electri ical, etc. !
-R
Separate Permits
75 S. Frontage Rd.
Vail, Colorado 81657
General Contractor:tNA>st Dsv, /1 c Town of Vail Reg. No.:Contact and Phone #'sL -\^,tAtr,3N 2 7,Yt{hnl<-L '-:e9o-.24F.4 z-.:B - z.zz/
co ntractor sien"r*.)44//{Ct.ro Ca.t[F lfitrloA
COMPLETE VALUATIONS FOR BUILDING PERMIT (LaboT & MateTials
BUTLDTNG: $ ,/ 4t/r.AOO. =ELECTRICAL: $ (SCCrc:OTHER: $
PLUMBING: $ ,/ 7.-<-C>cp I MECHANTGAL: $ 4t.lto s rofAl.: s ,/. 72,t/). /;/,'7) 9
For Parcel # Contact Assessors Office at 97O-328-864O or visit yttww.
Parcel #
(appfication will not be accepted without parcel number) 2_ / r) / C .j / ,/ .? r:. n'{-
tob Nane: /2 rlus -z/rd,t4etzzt; r )ob Address: R4 _Rr.q,zzi )*., ,4
Legal Description Lot, Ze Blockt /Filing:/r/ z Subdivision:
Owners *^ *ft4rr. /4t Address: /*17/*rrl r+::aT_. D R .Phone:
Architect/Desig n"r, Trn, A Address: ,/tzaz &2 enone:?19 - ?gzz-
Engineer: R. " /t Address: Ll.+, ) Cz>Phone'au.7 - zlzo
Detailed description of work: ,CV2t-t 'IEtt t .fu-<l ./r",/,/ c F
WorkClass: Newl,f) Addition( ) Remodel ( ) Repair( ) Demo( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both 1)fl Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: Single-family () Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
No/Tvoe of Fireolaces Existinq: Gas Aooliances (X ) Gas Loqs ( ) WoodiPellet ( ) Wood Burninq (
No/Tyoeof FireplacesProposed: GasAppliances(I) CasLoqs( ) Wood/Pellet( ) WoodBurning(NOTALLOWED)
Does a Fire Alarm Exist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Y€skfl No ( )
**************************************FOR OFFICE USE ONLY******
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NOTE,
BOULDER PLACEMENT CRITICAL TO
PROPER PERFORMANCE PLAoEMENT
TO BE A)PERVI9ED BY A LICENSED
EN6INEER.FINISHED ORADE
FREE DRAININ6
oRANULAR BACKFILL
FIRgT I'-O" BEHIND
B,OULDER.S.
4"O WC DRAIN IN
l' -O"xl' -O" flASHED R.O6,K
C FILTER FABRIC_DRAIN TO DAYLIGHT
-CULE=3, R.=TA I N I N€ AALL
SINEL= TIER.
%ALE l/2'-l'-O"
tsOIJLDER RETAINING II'ALL DETAIL
PETRUS I'IANAGEHENT REgIDENCE
94 BEAVER DAI.,I ROAD
VAIL, COLORADO
bogL -rglnr-lng. lrE,
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I'.,ONTACT,
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LAYBA6K
T (,I""O"& r\t13163 *r-
CASH DEPOSIT FORMAT
Legal
Subd
Address:
Developer:
Project Number:
lmprovement Completion Date: lA - 3/-o3
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENf, made and entered into this / day ot Oe-4 ,20 of .
byand among lt/*</e/ P*t
-rtn.
"bevetopeil, anO tire fown ot
Vail (the "Town").
WHEREAS. the per, as a condition of of the Temporary Certificate of
Occupancy for
(address, legal description, and project number) wishes to enter into a Developer lmprovement
Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in the
judgement of the Town to make reasonable provisions for completion of certain improvements set
forth in the attached estimated bid(s) in accordance with the approved plans and specifications
filed in the office of the Community Development Department of the Town of Vail; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including completion of the all improvements referred to in this Agreement, by means
of the following:
The Developer agrees to establish a cash deposit account with the Town of Vail, as
escrow agent, in the amount of $ 375. '-=(125o/o of the total costs of the
attached estimated bid(s)) as collateral for the completion of all improvements referred to
in this Agreement, in the event there is a default under this Agreement by the Developer.
NOW THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at its sole cost and expense, to fumish all equipment and
materials necessary to perform and complete all improvements referred to in this Agreement. The
Developer agrees to complete all improvements referred to in this Agreement on or before the _dayof'8 - | O<{ ,2f93 The Developer shall complete, in a good workmanliie
manner, all improvements refened to in this Agreement, in accordance with all approved plans
and specifications filed in the office of the Community Development Department of the Town of
Vail, and to do all work incidental thereto according to and in compliance with the following:
a. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Planner, the Town Engineer, the Town Building
Official, or other official from the Town of Vail, as affected by special districts or
service districts, as their respective interest may appear, and shall not be deemed
complete until approved and accepted as completed by the Community
Development Department and Public Works Department of the Town of Vail.
Flcdev\Bill\Projects\DlA\DlA Cash drall_12'l202.doc Page 1 of 5
I
2. To secure and guarantee performance of the obligations as set forth herein, the
Developer agrees to provide collateral as follows:
A cash deposit account with the Town of Vail, as escrow agent, in the amount of $ u<.o (125o/o of the total costs of the attached estimated
bid(s)) as collateral for the completion of all improvements referred to in this
Agreement, in the event there is a default under this Agreement by the Developer.
3. The Developer may at any time substitute the collateral originally set forth above
for another form of security or collateral acceptable to the Town to guarantee the faithful
completion of those improvements referred to herein in this Agreement and the performance of
the terms of this Agreement. Such acceptance by the Town of alternative security or collateral
shall be at the Town's sole discretion.
4. The Town shall not, nor shall any officer or employee thereol be liable or
responsible for any accident, loss or damage happening or occuning to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
officer or employee thereof, be liable for any persons or property injured by reason of the nature
of said work, but all of said liabilities shall be and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and any of its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any of its officers, agents or employees may become subject to, insofar as any such
losses, claims, damages or liabilities (or actions in respect thereoQ arise out of or are based upon
any performance by the Developer hereunder; and the Developer shall reimburse the Town for
any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or defending any such loss, claim, damage, liabilig or action. This indemnig
provision shall be in addition to any other liability which the Developer my have.
5. lt is mutually agreed that the Developer may apply for and the Town may
authorize a partial release of the collateral deposited with the Town for each category of
improvement after the subject improvement is constructed in compliance with all plans and
specifications as referenced hereunder and accepted by the Town. Under no condition shall the
dollar amount of the collateral that is being held by the Town be reduced below the dollar amount
necessary to complete all uncompleted improvements referred to in lhis Agreement.
6. lf the Town determines, at its sole discretion, that any of the improvements
referred to in this Agreement are not constructed in compliance with the approved plans and
specifications filed in the office of the Community Development Department of the Town of Vail or
not accepted by the Town as complete on or before the date set forth in Paragraph 1 of this
Agreemenl, the Town may, but shall not be required to, draw upon the security refened to in this
Agreement and complete the uncompleted improvements refened to in this Agreement. Pursuant
to Section 12-11-8, Vail Town Code, the Temporary Certificate of Occupancy refened to in this
Agreement may be revoked until all improvements referred to herein are completed by the
Developer or the Town in accordance with this Agreement.
F lcdev\Bill\Projects\DlA\DlA Qash dtaft_121202.doc Page 2 ot 5
, ,..
lf the costs of completing the uncompleted improvements referred to in this Agreement
exceed the dollar amount of the deposit, the excess, together with interest at twelve percent
(12oh) per annum, shall be a lien against the property and may be collected by civil suit or may be
certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad
valorem taxes levied against such property. lf the Developer fails or refuses to complete the
improvements refened to in this Agreement, such failure or refusal shall be considered a violation
of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to
penalties pursuant to Section 12-3-10 (Violations: Penalties) and Chapter 1-4 (General Penalty),
of the Vail Town Code.
7. The Developer shall wananty the work and materials of all improvements refened
to in this Agreement located on Town property or within a Town right-of-way, pursuant to Chapter
8-3, of the Vail Town Code, for a period of two years after the Town's acceptance of said
improvements.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided that such amendments be in ry1liXg,and gxecuted by all parties hereto.
F:\cdev\Bill\Proiects\DlA\DlA Cash draft_121202.doc Page 3 of 5
-l .,
Dated the day and year first above written.
STATE OFCOLORADO )
couNTYoFEAGLE ]""'
The foregoing Developer lmprovement Agreement was acknowledged before me this I Oay of O c\d- er , 20o7by \Jc,\r^c--r L,cr.{:,v^c-r--c e
Witness my hand and official seal.
Mycommission"'pi,"" llY0illSS0lflPlffiStl$ff7
Town Planner
STATEOFCOLORADO )
)ss.couNwoFEAGLE )
The foregoing Developer lmprovement Agreement was aqknowledged bgfore me this I Oayof O<*ot: -rr .2}Olby c,":-[ \ ir,r. 'lW GrVsa^,-
Witness my hand and official seal.
My commission "*pir"., ct\ \B\ O-t
Flcdev{Biff\Proiects\DlA\DlA Cash drcft_121202.doc Page 4 of 5
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Vail, CO 81657
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\Receiot No. 5. t Bq t,f
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Please make checks payable to the TOWI{ OF VAIL
001 0000 314 1110
001 0000 314 1112 Uniform Buildino Code - 1997 - Volume 1&2
001 0000 314',1112 Uniform Buildino Code - 1997 - Volume 3
001 0000 314 1112 lnternational Plumbino Code - 1997
001 0000 314 1112 International Mechanical Code - 1998
001 0000 314 1112 Uniform Mechanical Code -1996
001 0000 314 1112
001 0000 314 1112
001 0000 3'14 1112 Abatement of Danoerous Bldq.'s 1997
001 0000 314 1112
001 0000 314 1112 of Revisions to 1997 Uniform Codes $12.75
001 0000 314 1112
001 0000 314 1211
001 0000 314 1111
001 0000 3141111
001 0000 314 1111
Studies. Master Plans. etc.001 0000 314 1111
001 0000 312 3000
00'1 0000 240 3300
001 0000 s12 1000
001 0000 230 2000 Assess.-Restaurant Fee to Co.
001 0000 319 3100
110 0000 314 1115
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E8B AAE.
TOWNOFVAIL
75 S. FRONTAGEROAD
VAIL, CO 81657
970479-2738
o?*'**. oF coMMUNrt or*r?r**
NOTE: THIS PERMT MUST BE POSTED ON IOBSITE AT ALL TIMES
PROJECTTITLE:
ADD/ALTSFR BTIILDPERMIT Permit #: 8101.4227
]ob Address: 84 BEAVER DAM RD VAIL Status . . . : ISSLIED
Location.....: 84 BEAVER DAM RD Applied . . : 08/06/20ol
Parcel No...: 2701071.13005 Issued . . : 08/09/2007
ProjectNo: (ffi6i-cro?1 Expires..: O2/05/2ffi2
owNER PETRUS MAI{AGEMEr{T CORP OS/06/20OL Phone:
12377 MERIT DR 17OO
DAIJL'A!! TX
752sL
Lricenge:
COI{IRACTOR wadel- Development LLC I8/O6/2OOL Phone: 97O-328-722L
P.O. Box 145
Eag1e Colorado 81631
Lricense:. 254-A
AppLrcAI{T WARREN T.,AWRENCE O8/06/20OL Phone: 390-7484
License:
Desciption: GRADING PERMT ONLY Occupancy fype
Totals. . .
Number of Dwelling Units: 0
Fireolace InJormation: Restricted:
Factor Sq Feet
$50, ooo. 0o*
Town of Vail Adjusted Valuation: $50,000.00
# of Gas Appliances: 0 # of Gas [,ogs: 0 #of Wood Palleh 0
FEE SUMMARY
Building-> ${90. 00 Restuatant Plan Review->50.00 Total Calculated Fees_> S911.50
Plan Check-> 9318.50 DRB Fee--> g0 . 00 Additional Fees-> $0. 0o
Investigation-> 90. OO Recreation Fee-> $0. 00 Total Permit Fee--> $811.50
WiU CaU-> S3 . 0O Clean-up Deposit-> $0 . 00 Paynents.-> 5811 . s0
TOTAL FEEg--> SB11 . so BAIr{NICE DUE-> So. 00
Approvals:I€dn: 05100 BUfIJDING DEPARII{ENT
08/0612001 iIR!.t Action: AP
08/06/2001 .]RI,I Action: AP GRADING APPROVED, PLAI{S TO P/w A}ID PIJANNER
08/08/2001 ilRlt Action: AP OK PER I'BOI{ARD CONIDITIONS TO BE PITACED ON
PERMIT
Item: 05400 PLAI{NING DEPARII{ENI
o8/o8/2ooL bgibson Action: AP
Item: 05600 FIRE DEPART!,IENI
Item: 05500 PIIBITIC WORKS
Oe/Ol/2OOt LS Action: DN NEED REVOCABITE RIGIIT OF WAY PER!{IT FOR LAII
SIDEWALK, HEATED DRMVIAY IN TOvfN R.O.W. AIJD RECREATIOII AI,IENTIY IN I'TILITY EASEME
APPRovATJ FoRti{ Irtrr,rt Qlln rrns FoR pnRposED *"a**t pRoJBcr oN rrrrrJrry EAsEuE
IIBED STAIT{PED DRAWINGS FOR IJICENSE PB. FOR BOT'IJDER RETAINING WAIJJS BETflEEN 4-6 FI .
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 inforrration required completed an
accurate plot pla4 and state that dl the information as required is correct I agree to comply with the infor:mation 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.
REQUESIS FOR INSPECNON SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY
PM.
Send Clean-up Deposit To:
479-2138 OR AT OUR OFFICE FROM E:00 AM - 5
OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNET
PAGE2
Perrrit #: 8074227
CONDITIONS OF APPROVAL
as of 08-09-2001 Status: ISSUED
PemritType: ADD/ALTSFRBLIILDPERMIT Applied: O8/M/2ffi7
Applicant WARRENLAWRENCE Issued: 08/W/2001.
|ob Address: &l BEAVER DAM RD VAIL
Location: 84 BEAVER DAM RD
Parcel No: 210107113005
CONDITIONS
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQI.NRED TO CHECK FOR CODE COMPUANCE.
Enfty: O8/07/2CI1 By: t5 Action: DN NEEDREVOCABLERIGHTOF
WAY PERMT FOR LANDSCAPING, SIDEWALK HEATED DRIVEWAY IN TOWN R.O.W. AND
LANDSCAPING.
NEED STAMPED APPROVED DRAWING FOR BOTILDER RETAINING WALL
FROMUCENSEPE.
UTILITY COMPANY APPROVALFOR PURrcSED RECREATION PROIECTON UTruTY
EASEMENT.
Cond:16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROON{SAND EVERY STORY AS PER
sEc.310.5.1 0F TFIE 1997 Urc..
+ffllta+t++a+'i++*++**+***+*+ + +{rf *+ *t*r*********f **** *** ** +* * * +***atar*al *a** a' flfa!t*tl *ft*ff*
TOWNOFVAIL. COLORADO
+*t+*al +* +** f+ a' t *a 'i +* ** ** ** *** * +* t * *** ** ** a * * +i * *at'f:lf*f!}ta****
Statement
Statement Nunber: R000001207 Atnount: $811.50 Oe/09/zOOLLo:32 Alit
Palment Method: Check Init: LC
Notation: #2089/Wade1 Dev
Permit No: BO!-O227 Type: ADD/Ar,T SFR BUILD PERITIIT
Parcel No: 210107113 005
SitC AddTCEE: 84 BEAVER DAII{ R.D VAII
Location: 84 BEAVER DAII{ RI)
Total Feee: 9811.50
This Palment: $811.50 Total ALr, Pmts: $811 .5o
Balance: $0.00
atf ++ +++++++*+'t **t* ** t* ** ***** * ** * * *t* t* *+ * t t t* * i*+t+*+:t* *+**tt tlf++t++***** +a**+aat * l al *taa
ACCOTJNTITEM LIST:
Account Code Descriotion Cunrent Pmts
BP OO1OOOO31111OO BUILDING PERMIT FEES 49O.OO
PF 00i00003112300 PLAN CHECK FEES 318.50
t,lc 00100003112800 t^/tLL CALL rNspEcrroN FEE 3.00
++++++
o
ON WILL
t
APPLICATI
orl
Nor BE AccEprED rF rNcoMpLErE oR iiw
IilJ/Vtl0Fyln
Building Permit #:
97 o-47 9-ZL4g (InsFectons)
TOWN OF VAIL BUILDING PERMIT APPLICATION
Separate Permits are required for electrical, plumbing, mechanical, etc.!
75 S. Frontage Rd.
Vail, Colorado 81657 0l- jLLT
CONTRACTOR INFORMATION
Town ofVail Reo. No.:Contact and Phone #'s:*Vi^;*l-.^LZvvreucE
COMPLETE VALUATIONS FOR BUILDING PERMIT (Labot& Mater.a|s
BUILDING: $ELECTRICAL: $orHER:) fl, OUO =
PLUMBING: $MECHANICAL: $TOTAL: $
$<Ntn+(*"*i{-
For Parcel # Contact Assessots Ofllce at 97O-328-854O or visit
Other Fees:
DRB Fee:
rlic WaY Permit Fee:
F:/everyone/forms/bldgperm
of Construction:
(affiication will not be accepted without parcel number) Z / O I O 7
'R Dar-
Frting: 1/ y/ Zlt
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Other(
Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) Exterior({) Both( )
Type of Bldg.: Single-hmily ( ) Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
GasLoos( ) Wood/Pellet( ) WoodBurni
Does a Fire Sprinkler System Exist: Ies (Does a Fire Alarm Exist: Yes ( ) No ( )
**************************************FOR OFFICE USE ONLY************ **r.!b************
TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2135
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ALARM PERMIT Permit #: A02-0054
Bol-ox21
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 84 BEAVER DAM RD Applied . . : 08/2212002
Parcel No...: 210107113005 Issued. . : 09/18/2002
ProjectNo: pq$(-Oo?3 Expires..: 03/1712003
owNER PETRUS MANAGEMEMT CORP 08/22/2002 phone:
12377 MERIT DR 17OO
DAIJIJAS TX
7s25L
I-,icense :
CoNTRACTOR CUSTOM AttDrO VrDEO 08/22/2002 phone: 970-827-s642
P.O. BOX 519
MINN'RN, CO
81545
License: 116 -S
APPIJTCANT CUSTOM AUDIO VIDEO 08/22/2002 phone: 97O-827-s642
P.O- BOX 5L9
MIIi|:[I'RN, CO
8164 5
License: 115 -S
Desciption: INSTALL FIRE ALARM TO MONITOR
Valuation: $4.250.00
|'l*:},}'}t**'***.:l,}:t:]:*,l+..|*,|*.'|**:}'l*:}**FEEsUMMAI{Y****'|'}:}'}lt:}**,t***'t|+***'|.|.|...'}*:}****,},t,}**,}***t'l1|....t.*
Electrical----->
DRB Fe€->
lnvestigation-->
will ca
->TOTAL FEES_>
$90. 00
90.00
90. 00
93.00
$93 , oo
Total Calcula(ed Fees-> $93.00
Additional Fecs-> 555.00
Total Pemit Fee---> 5148.00
Palments-> 5148.00
BALAITCE DUE-->$0. 00
Approvals:Item: 05500 FIRE DEPARTlrElim
o9/L7 /2002 mvaughan Action: AP correclions may be required based on field
inspections.
CONDITIONS OF APPROVAL
I l,l:r,} *'l '|t'taata**l* l:llt:i'ii:t:t++:l*t,rt'|'l *:l ', 'l '| *:| 'i:l * *'lt+*ll|
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 conect. 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 ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 6:00 AM - 5 PM.
SIGNATURE OF OWNER OR TTRACTOR FOR HIMSELF AND OWNEF
f* +t**** * ****+++l * a*t ***+l **{tt't**** ***++** ** *** *+*+*** * ** '** +* +*** ** * * *+*+** ** **** | *+ t* * * + *,} |
. TOWNOFVAIL, COLORADO Statement
'i* *a+ +* +l ****+t * * *** **** *l++'i**'tl.*'t*'i ++ ** + ** * a**t+ t*** **'i{.'} ** **** * f ** *+**** ***r* * | ++ {r * * * * ** |
Statement Nunber: ROOOO03114 Amor.rnt: g148.Oo 09/Le/2002\1 :59 All
Palment Method: Check Init: DDG
Notation: Cuatom Audio
video 13858
Permit No: A02-0054 ffrye: ALART{ PERMIT
Parcel No: 210107113 0 05
SiIe Addrese: 84 BEAVER DAI4 F.D VAIIJ
I,ocation: 84 BEJAVER DAII{ RD
Total Fees: $148.00
Thie Payment: $148.00 Total AIJIJ Pnts: $148.00
Balance: S0.00
* ***l f*+i * * ****t + + t* **,1'* * + + + +* * * **** +*l* * ** * ** * *t +f* * ** ** * ++ + ** * * ****+ * * ** ** * +* * * ** * * * * **f **
ACCOIJNT ITEM LIST:
Account Code Descriotion Current Pmts
cL 00100003123000 C0NTMCTOR LICENSES
EP OO1OOOO31114OO TEMPOMRY POWER PERMITS
|,\lC OO1OOOO31128OO WILL CALL INSPECTION FEE
55. 00
90.00
3. 00
TOWN OF VAIL
75 S.FRONTAGEROAD
vArL, co 816s7
970-479-2138
DEPARTMENT oF coMMuN,Corurro.r^,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
DEMO. OF PART/ALL BLDG. Permit #: D0l-0023
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSLIED
Location.......: 84BEAVERDAMROAD Applied..: 05/1712001
ParcelNo....: 210107113005 Issued...: O5l2l/2001
ProjectNo.: Expires...: ll/17/2001
OWNER PETRUS MANAGEMBflT CORP O5/L7/200I Phone:
12377 MERIT DR 17OO
DAIJLAS TX
7525L
License:
CONTRACTOR Wadel Dewelopment LLC 05/17/200L Phone: 970-329-7221-
P.O. Box 145
Eagle Colorado e163L
License : 254-A
APPLICAIiIT Wadel Dewelopment LLC 05/a7/200L Plrone: 970-328-7227
P. O. Box 145
Eagle Colorado 8L63L
License: 254 -A
Desciption:
RAZE E)ilTSTING BUILDING BUILD RETAINING WALL
Occupancy:
Tlpe Construction:
Type Occupancy: ??
Valuation: $38,000.00
Fircplace Information: Restric't€d:
Building-> 9405 . 00 Resh.raranl Plan Review->
Add Sq Ft: 0
# of Ga.s Logs: 0 # of Wood Pellet: 0
$0 . 00 Total Calculated F€es-> 5459 , 00
S5O . 00 Alklitional Fees->s0. oo
$0 . 00 Totsl Permil Fe€-> 5{59 . O0
S0.00 Palrnents--------> 9459.00
50. oo
# ofGas Appliances: 0
FEE SUMMARY
Plan Check->
Invcstigation->
will call->
50.00 DRB Fee-->
90.00 Resrealion Fee->
S3.00 Clean-uPDePosif-->
TOTAL FEES-> S45e.oo BALANCE DUE >
Approvals:rt6m: 05100 BUII-,DING DEPARTMEIIII
05/L7/200L DF Action: AP
Item: 05400 PLAI{NING DEPARTME!fi|
Item: 05500 FIRE DEPARTMEbIT
Item: 05500 PUBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this applicatioq filled out in firll the information requiro4 completed an accrrate plot plan, and
state that all the inforrnation as required is conect. I agree to comply with the infornration and plot plaq to comply with all Toum
ordinances and state laws, and to build this sfiucture according to the towns zoning and subdivision codes, design rwiew approved'
Uniform Building code and other ordinances ofthe Town applicable thereto.
REQUESIT FOR INSPECTION SHAII BE MADE TWENTY.FOUR HOT-'RS
Send Clean-up Degosit To: N/A
AT OUR oFFICE FROM 8:00 AM - 5 PM'
OT OWNEN ON CONTRACTORFORHMSEIf,AND OWNE
IN ADVANCE
PAGE2
***,t**********+,t*****++****{r++************{r*+*********!t****+*********:*!t***+**:t****'}++:t****+*************
CONDITIONS OF APPROVAL
Permit #: D0l-0023 as of 05-21-2001 Stahrs: ISSUED
,! ** * *****,*{r,t:t*** **+****t*'}:t***** ** ***!t** +****** *+:}** * * * +***** ** *:}{.*** *++ *****{t**!t****'}+ *** * ** * * *rt *** *+ **
Permit Type: DEMO. OF PART/ALL BLDG' Applied: o5ll7l20ol
Applicant: Wadel Development LLC Issued: 05/2112001
970-328'7221 ToExpire: llll7l200l
Job Address: 84 BEAVER DAM RD VAIL
Location: 84 BEAVER DAM ROAD
ParcelNo: 210107113005
Description:
RAZE EXTSTING BUILDING BI.]ILD RETAINING WALL
Conditions:
Cond: 38
(BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY.
,qN ESI'PSTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE
FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK
OCCURING ON THIS SITE. IF FI.JRTHER QUESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479.2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORKCAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLTANCE.
++++++++** +*i * ** *********
TOWNOFVAIL,Reprinted on 05-21-2001 at 09:20:52 05t21t2001
't**'*'i***'l'**********:********'t*************'******++++++++++++++++++*'t***t*it***++**+++++*'t:t*'t't
R000000794 Amount: s459.00 o5/21/2oo]-o9:20 All
Check Init: DF
Notation: check # 1979 l{adel
Statement Number:
Pa)ment l'lethod:
Statemetrt
Permit No:
ParceL No:
Site Address :
Location:
Ttris Pa)ment :
D01-0023 T14re: DE!{O. OF PART/ALL BLDG.
210107113005
84 BEJAVER DA!,I RD \TATI,
84 BEAVER DAU ROAI)
Total Feee:
$459.00 Total ALL Pmte:
Balance :
$4s9.00
$4s9 .00
$o .00
** ****'1. *'t*** * * * * * ** ***** {. {.'} {.* **** + +++++++ * + ++ +***lt* **** *'1. * ******* ***** * ***** * *** ******** * * * f
ACCOI.JNT ITEM LIST:
Account Code Descri pti on Current Pmts
BP 00100003ii1100
DR 00100003112200
t'Jc 001000031i2800
BUILDING PERMIT FEES
DESIGN REVIEI,J FEES
t/,llLL CALL INSPECTI0N FEE
406. 00
50.00
3. 00
ot aosT I I -Js
NWT{OFYIN
75 S. Frontage Rd.
Vail, Colorado 81657 --
CTOR
General Contractor:Contact and Phone #'s:AW l,,l/ARP,e-N-
COMPLETE VALUATIONS FOR BUILDING PERMIT Labrr&M21gria ls) fY-_ )-)a(l
BUILDING: $ELECTRICAL: $QrHER: tflA. o@ os
PLUMBING: $MECHANICAL: $TOTAL: $
REFI,IF{I' CLEANTJP DEPOSTT TO;
For Parcel # Conbct at 970-328-8ilO orvisit
ffifrffiffi 2_t O t 07,/300{
)obNanet ('TPus,/ilntlnctuert,r Job
^ddt6t Fz4 Re,a/ea D*r, /J
LgsalDescription lltot:791 lancx: / fl rilins:Sutflivision: \/4i I t/, il*.-
owners *u */E ru, Mc>ttr-Address:Phone:
Architect/Desisn"r.T M,l l/u/. llAddress:
enone: Qy'(- fszz
Engineer: Bovle Ettc Address;Phone: 476-2/ VO
Detailed description of work:
F*ze Ey tlrs/tttt Ju,il,pc Jut// Pprztu/" ,,t.a//
WorkCfass: New() Addition( ) Remodel( ) Repair( 1 Oenof( Other( )
WorkType: Interior( ) Exterior( ) Both( )Does an EHU sdst at thb location: Yes ( ) No ( )
Type of Bldg.: Singlefamily (lQ Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in thb building:No. of Accommodation Units in this building:
No/Tyoe of Fireolaces Existinq: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Bumino (v)
No/Type of Fireolaces Prooosed: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burnino (NOT ALLOWED)
Does a Fire Alarm Erisu Ves ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
r*****n*******i****i**i********i.*i***FOR OFFICE USE ONLY***********rr***in*********r***r**l***
F:/6/eryonef orms/bldgperm
DEPARTMENT oF coMMu*tor*ronr*,TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMT MUST BE POSTED ON JOBSITE AT ALL TMES
DEMO.OFPART/ALLBLDG. Permit #: D0l-0005
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSL,ED
location.......: 84 BEAVERDAM RD Applied. . : O2l0ll2OOl
Parcel No....: 210107113005 Issued. . . : O2l0ll200l
ProjectNo. : ?&T6t{O"n5 Expires. . .: 0713112001
owNER PETRUS ttAtfAGEME[T CORP 02/0L/20OL Phone:
12377 MERIT DR 17OO
DAIJJAS TK
7525L
I-,icense:
CONIRACTOR A & B ASBESTOS ABATEMEIflT, TN02/0L/2001 Phone:
535 WEST IVIIITE AVET{T'E
GRAIiID iIUNetION, CO
91505
Licenge: 121-S
APPLICANT A & B ASBESTOS ABA'TEM$IT, IN02/0L/2001 Phone: 970-243-2575
535 WEST IOIIITE AVEiIIJE
GR,AND iIIJNCTION, CO
8L505
Lricense:
Desciption:
ASBESTOS ABATEMENT
Occupancy: R3 Singfe Family Residence
TypeConstruction: VN TypeVNon-Rated
Type Occupancy: ??
Valuation: $500.00 AddSqFt: 0
# ofcar l.og8: 0 #of Wood Pellot: 0
FEE SUMMARY
Fireplace Information: Regtrioted:# ofGas Appliances: 0
Building-> 920.00 Resnlarard Plan Review->So. oo Tdal Calculated Fees-> $23 .00
50.00 Additimal Feer--> S33 .00
90 . 00 Total Pcrmit Fes-> $55 . 00
Plrn chcck->
Invcstigdioo>
will call->
90. oo DRB F€&->
SO . OO Resrdion Fcc->
S3 . oo Clean-up Depocit-> 50.00 Pa],merns--> $56 .00
TOTAL FEES--_> S23 . 00 BALAI{CE DU[E-> S0 . 00
Approvals:I€6m: 05100 BUIIJDING DEPARTMBIT
O2/O!/2001 KISARRE{ Act.ion: APPR OVER TIIE COIINTER
Item: 05400 PLAI{NING DEPARTMECf
ITCM: O55OO FIRE DEPARTMENT
Item: 05500 PIIBTIC WORKS
'tatta'ttaaatataraalatalaaaalaaalaa:!a:a
See page 2 of this Document for any conditions that may apply to this permit.
o
DECLARATIONS
I hereby achowledge that I have read this application, Iilled out in full the informationrequired, cmpleted an ecr.rate plot plan, and
state that all the information as required is correct. I agree to comply wift the infomation and plot plan, to comply with all Tovm
ordinmces and state laws, and to build this structure according to the towns zoning and subdivision codes, design rwiew approvd
Uniform Building Code and o0rer ordinances of the Town applicable thereto.
REQLJESTS FOR INSPE|CTION SHALL BE MADE TWENTy-FOIJR HOLTRS IN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
s€od Clcan-up Deposit To: N/A
OF OWNER OR CONTRACTORFORHMSELF'A}JD OWNE
o
PAGE2
**i**l*tt******!t****ltllff*'t*rll*********'|tl'r**:*****t******************+***tt+lt'r'r'r't****'t****************
CONDITIONS OFAPPROVAL
Pe;rmit#: D0l-0005 asof02-01-2001 Status: ISSLJED
**'tt'r**************t*+t*f'f*'t**************!t*****tttt*+*+f'llfft*'t*'*'r******************l*********:t****'tt*+'|t
P€mitTlpe: DEMO. OFPART/ALLBLDG. Applied: 02l0ll200l
Applicant: A & B ASBESTOS ABATEMENT,INC. Issued: 0210112001
970-243-2575 To Expire: 0713112001
Job Ad&ess: 84 BEAVER DAM RD VAIL
Location: 84 BEAVERDAM RD
ParcelNo: 210107113005
Description:
ASBESTOS ABATEMENT
Conditions:
Cond:38
(BLDG.): THIS PERMIT IS GOOD FORASBESTOS ABATEMENT ONLY.
ANASBESTOS ABATEMENT CERTIFICATE SHOWING TTIE AREA FREE
FROM ASBESTOS IS REQI.]IRED PR]OR TO A}'.ry FI.JRTHER WORK
OCCURJNG ON THIS SITE. IF FI.JRTHER QI.JESTIONS ARISE, CONTACT
THE VAIL FIRE DEPARTMENT AT 479-2250.
Cond: I
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQIJIRED TO CHECK FOR CODE
COMPLTANCE.
TOWNOFVAIL,
Statement Number:
Payment llethod:
Reprtotcd on 0241-2001 tt ll:29:tA oa0u2|ml
R000000411 Arnount: $56.00 02/,|/2OOLLL:29 Ali!
Check Init: K II
Notation: #5113/AeB ASBBSTOS ABATBIIIBIIT
Strtement
****1.**'lr*,|t'|t:t***'|tt * *** ***{r{r* {.'}:t*'}* {t**'r* ********{':t**'}{"}+++++**t*******++++* ff+******'}* *{t'}'t't*tt'}
Permit No:
Parcel No:
Site Ad&eee:
Locatiorr:
Itris Payment:
DO1-0005 T!4)e: DB!,!O. OF PART/ALL BITDG.
210107113005
84 BBAVER DAIiI RD VAII.,
84 BEAVBR DAI,I RD
Total Fees:
TOtAl AIJJ ETNIA:
Balance :
9s6. 00
$s5.00
$0 .00
$56.00
*t*ftf**++*+*lat***++++*tt+****+++*tll**t'+++++f*tt*lr**+++++t****{t***++f****t"l+++**tlt****+++
ACCOTJNT ITEM LIST:
Account Code DescriPtion Current Pmts
BP 00100003i11100
PF 00100003112300
btc 00100003112800
BUILDING PERMIT FEES
PLAN CHECK FEES
HILL CALL INSPECTION FEE
20.00
33. 00
3. 00
S€Jp-13-OZ 06:07A WAODELL DESIGN INC g7O z2a 4Oc4 F'-OI
.t ..' :-!:'-' r,,,,.'.,O, ;.-..r.,. -'i; ,'.-t ,a' I 'li': 1t-:-
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i 'r C.snrftr(tat ( ) tir-rla.rtzgi -)ili#TF-:rr'i: (5 Ntfli l'-!sl ''.-'' .X)
co I{TRACTOR rH ft:rRrr|r uolt
t*n' n l-tno. 7<lQ- t za "*nifi-B *'fllr' Sfe ArrAt€t€$'. rrrdaL(,r
As\estet /st&
VA.LUA r(O|1 rof" ts8as'ros ABATE+tEflr }fi'f.,fff (raEor & i'ttt4ftrls )
' '+r)|r OFrl4EUSE O tY'^-'""*''
RHCF.IVED
Fr.3 i 1 zlil0
TOV-4F^0 rr ir.J,.''t'*r-t.
t
FROf't : ffi,E R5EESTUS ABnTE|'ENT, ! FI€NE },O. 2 L 97s 242+LL?€ (a Mag. 15 AAL @t47l1n pL
Rlr^t trn Asbestos Abatement lnc.
Hazard Assessment e AirMonitoring. 1g36 PaintAbatement. CompleteAsbestos Removal & Disposal
TO: J.R.
Town of Vail
FROM: John R. Peterman
Project Manager
DATE: May 15,2001
RE: Asbestos abatcment at 84 Beaver Dam Road Vail, Colorado
On February 5, 2001 , through February 7 ,2001 , A & B Asbestos Abatement, Inc. completed the
'sah and prcper removal of the asbestos containing sheet vlnyl floorlng from this residence. The
areas abated were tuur bathrooms and one kitchcn/pantry.
Th€ ramoval was done in contrained areas under dlllercnlial air pressure. All removal was done
by non.mechanical wet methods- All final cleanup was done by HEPA vacuum and we wiping
methods. All asbestoE waste was prop€rly packagcd and labeled for disposal at an EPA
apprcved landfill.
lf you havc any queruons and/or comments, please contactour oflieatl970l243-2575.
ooo9
got'
1
oFFitldUbPY
86**
John R. Peterman,
Project Manager
635 West White Avenue r Grand lunction. Colorado 81505 . .97Ol 243-2575 . 1.80&748-t 204 . FAX t97}l 242-1128
,#B Asbestos Abatement Inc.
Hazard Assessment r Air Monitoring r 1""6 Paint Abatement o Complete Asbestos Removal & Disposal
DATE:02/06/01 INVOICE NO:1-2K187-A
PURCHASE ORDER NO:VENDOR NO:
TO:WARREN LAWERENCE
P.O. BOX 145
EAGLE COLORADO 81631
970) 390-7484
DESCRIPTION AMOUNT
ASBESTOS ABATEMENT COMPLETED lOO%
AS PER PROPOSAL
JOB SITE LOCATED AT:
84 BEAVER DAM DRIVE
vAtL. coLoMDo 81657
J
't b1 | ,.,\r\ -)T aJ.(I I
'-r/7?,o/
PAYi'ENT SHALL BE MADE UPON COMPLETION OF WORK
AND INVOICING BY A AND B ASBESTOS ABATEMENT INC.
OR BY PREARRANGED PROGRESS PAYI'IENTS. INVOICES
THAT EXCEED 30 DAYS IN PAYMENT ARE SUBJECT TO
INTEREST ACCRUED AT A RATE OF 18% PER ANNUM PLUS
ANY EXPENSES INCURRED DURING COLLECTION, ATTORNEY FEES.
PAYMENT TERMS DUE ON RECEIPT
P*J
TOTALAMOUNT DUE THIS INVOICE $7,875.00
635 West White Avenue o Crand Junction, Colorado 81505 . (970) 243-2575 . 1-800-748-'1204 . FAX (97O) 242-1'128
I
A & B ASBBSTOS ABATEMENT, INC.
635 WEST WHTTE AVENUE
GRAND JUNCTION, COLORADO 81505
l-800-748-1204
INSPECTION REPORT PREPARED FOR:
WARREN LAWRENCE
P.O. BOX 145
EACLE. COLORADO 8163I
LOCATION:
84 BEAVER DAM DRIVE
VAIIL, COLORADO 81657
REPORT PREPARED BY:
JOI'{N R. PETERMAN
INSPECTOR MANAGER
CERTIFICATE NO:. s26r90192
REG
TTB
#+J
EIVED
0 1 10u0
TOV.COM.DEV.
INTRODUC'fION:
On October 25,2000. l0 bulk sarnples werc collcctcd from thc housc located at
84 Bcavcr Dam Road
\ra il. Colorado 81657
Tliis house is planned for total demolition.
The purpose ofthe inspection/sunr'cy was to locate and sample suspccted asbcstos containing materials that
might be present in the units that are planned for renovation.
The inspection was made and the samples were collected by John R. Peterman, an A.H.E.R.A. and State of
Colorado certified Building Inspector. Creat care was taken during the inspection and sampling to be as
accurate as possible. It should be noted that minimal damage was done to the existing building structures
during the inspection so there is no documentation for unsecn conditions or stored items.
All samples were analyzed by DCM Science Lab in Lakewood, Colorado. This laboratory is deemed
"Proficient" in the E.P.A. Quality Assurance (QA) program for the determination of asbestos in bulk
materials, and is accredited by the American Hygiene Association (AI[IA).
SAMPLINC PROTOCOL:
A random sampling scheme was used to sample the suspect materials that were discovered. Ifduring any
future demolition or renovation work suspect material is discovered that hasn't been sampled and would be
disturbed, work should be halted until the material has been tested.
SAMPI.E AREA DESCRIPTION:
The house at 84 Beaver Road is a thrce-story house with an attached single car garage. The roof is a built up
gravel roof. The soffits are plywood and open exposed wood. The exterior walls are concrete and concrete
blocks on the lower scction and wood framc upper walls. The concrete and concrete block areas are covered
with plaster. The windows are modem with no suspect glazing material. The interior walls are wood frame
with taped and painted sheetrock and wood lap siding. The ceilings are covercd with tapcd and painted
shectrock and open beam with exposcd wood- The floors are covered with carpet throughout with sheet vinyl
flooring in the bathrooms and two layers of sheet vinyl in the kitchen. The lower layer of sheet vinyl is the
samc as in the bathrooms. The heating is provided by hot water bascboard heat sysiem and fireplaces. No
suspect materials were visible on thc heating system at the time ofthe inspection.
CONCLUSIONS AND RECOMMENDATIONS:
Laboratory analysis of the bulk samplcs indicate that two ofthe four suspect materials tested contain asb€stos.
The original sheet vinyl flooring in the bathrooms and kitchen contain asbestos that is in excess of the
regulatory limit (greater than l%). Four out of the five composite sheetrock samples contain asbestos that is
lcss than the regulatory limit (greatcr than l%). The asbestos content of the composite sheetrock samples was
verified by the requircd point count analysis. The sheet vinyl will need to be removed as per Colorado
Regulation #8 prior to disturbancc. Asbcstos abatement work practices will not be required for the composite
drywall rcmoval.
SAMPLE#
BDRB4.B-OO1
BDR84-8-002
BDR84-B-003
BDR84-8-004
BDRB4-B.OOs
BDR84-B-006
BDR84-8-007
BDR84-8-008
BDR84-B-009
8DR84-B-010
FRIABLE
YES/NO
YES
YES
NO
NO
NO
NO
NO
NO
NO
NO
SAMPLE LOCATION
AREA SAMPLED FROM
2nd floor bathroom floor
3rd floor kitchen floor
2nd floor west bedroom wall
2nd floor east bedroom wall closet
3rd floor east room wall
lower floor east bedroom ceiling
lower floor east closet wall
exterior wall by garage door
exterior wall front by sliding door
exterior wall back under deck
DESCRIPTION
Sheet vinyl
Sheet vinyl
Composite sheetrock
Composite sheetrock
Composite sheetrock
Composite sheetrock
Composite sheetrock
Exterior plaster
Exterior plaster
Exterior plaster
SAMPLE #
BDR84-B-001
BDR84-B-002
BDR84-B-003
BDR84-B-004
BDR84-B-005
BDR84-B-006
BDR84-B-007
BDR84-B-008
BDR84-B-009
BDR84-B-010
ASBESTOS
TYPE
CHRY
NAD
CHRY
CHRY
CHRY
NAD
CHRY
NAD
NAD
NAD
point count
pc{nt count
point count
point count
SAMPLE RESULTS
COLLECTION DATE: 10125/00
DESCRIPTION
Sheet vinyl
Sheet vinyl
Composite sheetrock
Composite sheetrock
Composite sheetrock
Composite sheetrock
Composite sheetrock
Exterior plaster
Exterior plasler
Exterior plaster
15.2
0
0.11
0.01
0.01
0
0.01
0
0
0
KEY: CHRY - Chrysotile
NAD - No Asbestos Detected
SUSPECT MATERIAL CONDITION
SAMPLE #
BDR84-B-001
BDR84-B-002
BDR84-B-003
BDR84-B-004
BDR84-B-005
BDR84-B-006
BDR84-B-007
BDR84-B-008
BDR84-B-009
BDR84-B-010
OVERALL
CONDITIONS
GOOD
FAIR
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
GOOD
DAMAGE o/o
TYPE OF
DAMAGE
N/A
DET
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
TYPE OF SUSPECT
MATERIAL
MISC
MISC
SUR
SUR
SUR
SUR
SUR
SUR
SUR
SUR
NO
YES
NO
NO
NO
NO
NO
NO
NO
NO
0
5
0
0
0
0
0
0
0
0
KEY:
SUR - Surfacing
PHYS- Physical
DET - Deterioration
POTENTIAL FOR DISTURBANCE
SAMPLE# ACCESSIBILITY POTENTIAL INFLUENCE
CONTACT VIERATION
POTENTIAL LOCATED IN
AIR FLENUM
EROSION YES'NO I
BDR84-&001
BDR84-B-002
BDR84-B-003
BDR84-B-004
BDR84-B-005
BDR84-8406
BDR84-B-007
BDR84-B-008
BDR84-B-009
BDR84-B{10
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
HIGH
NO
NO
NO
NO
NO
NO
NO
NO
NO
NO
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O DCM science Laboratory,,n"!
12421 W.49th Avenue, Unit #6
Wheat Ridge, CO 80033
DCM Project No.:
Clienl Job No.:
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
AB Z)27
WARREN LAWRENCE
ease-aof 2
DCM Science Laboratory, Inc. analyzes bulk asbestos samples following procedures developed by the
McCrone Research lnstitute and in compliance \iith guidelines established by the Environmental Protection
Agency (EPA-600/R-93/1 16, July, 1993).
Bulk samples are prepared for analysis using a 10X-80X stereo microscope in a hepa filter hood vvhich
provides a conlamination-free environment. The sample is then analyzed by polarized light microscopy
(PLM) at 10OX. When the sample consists of more than one layer, each layer is prepared and analyzed
separately. Fiber and matrix malerials are identified by the characterization of optical properties including
color and pleochrorism, form, cleavage, relief, birefringence, extinction, orientation, twinning, interference
figure and other distinguishing fealures. Dispersion staining is also used to further aid in mineral
identification. All percentages of asbeslos, other fibers and non-fibrous constituents are calculated from the
values obtained from the stereo and PLM microscopes analysis. In-house and NIST standards as well as a
chart prepared by R.D. Teny and G.V. Chilinger for 'The Joumal of Sedimentary Petrology", (Volume 24, pp.
229-234,'1955) provide a guide for estimating percentages. All samples are archived for six months unless
other anangements are made by the client.
ACCREDITATION:
DCMSL is accredited by the AIHA (since 1986). Our accreditation number is 305. DCMSL is accredited by
NVLAP (since April 1, 1989). Our NVLAP Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of
the u.s. Govemment,
This test report relates only to the items tested. This report may not be reproduced except in full, r*ithout
the v\dtten approval of the laboratory. The analysis was performed by :
Ron Schott
tO _ 2L _<b
Date
Ron Schott
Laboratory Drrector
Robert Wagner
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I DCM Science Laboratory,,n"!
12421 W.4gth Avenue. Unit #6
Wheat Ridge, CO 80033
DCM Project o.:
Client Job No.:
Bulk Sample Analysis
BULK SAMPLE ANALYSIS PROCEDURES:
AB20?€
WARREN LAWRENCE
eage.-Aof 'J-
DcM Science Laboratory, lnc. analyzes bulk asbestos samples follor,ling procedures developed by the
Mccrone Research Institute and in compliance rrriith guidelines established by the Environmental Protection
Agency (EPA-60O/R-93/1 16, July, 1993).
Bulk samples are prepared for analysis using a 10X-8OX stereo microscope in a hepa filter hood wtrich
provides a contamination-free environment. The sample is then analyzed by polarized light microscopy
(PLM) at 100X When the sample consists of more than one layer, each layer is prepared and analyzed
separately. Fiber ancl matrix materials are identitied by the characterization of optical properties including
color and pleochrorism, form, cleavage, relief, birefringence, extinction, orientation, turinning, interference
figure and other dislinguishing features. Dispersion staining is also used to further aid in mineral
identification. All percentages of asbestos, other fibers and non-fibrous constituents are calculated from the
values obtained from the stereo and PLM microscopes analysis. In-house and NIST standards as uell as a
charl prepared by R.D. Terry and G.V. Chilinger for'The Joumal of Sedimentary Petrology", (Votume 24, pp.
229-234,1955) provicte a guide for estimating percentages. All samples are archived for six months unless
olher anangemenls are made by the client.
ACCREDITATION:
DCMSL is accredited by the AIHA (since 1986). Our accreditation number is 3O5. DCMSL is accredited by
NVLAP (since April 1, 1989). Our NVLAp Lab Code is 101258.
ENDORSEMENT:
The results of this analysis must not be used by the client to claim endorsement by NVLAP or any agency of
the U.S. Govemment.
This test reporl relates only to the items tested. This report may nol be reproduced except in full, without
the written approval of the laboratory. The analysis r /as performed by :
Ron Schoft
Ron Schott
Laboratory Direclor
Robert Wagne,
t0 -zG -oo
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ot*"r*r oF coMMLrN,r" orurr#^,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E03-0222
\br atx-t
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 84 BEAVER DAM RD Applied . . : 1012312003
Parcel No...: 210107113005 Issued . . : 1012312003
ProjectNo : -?RSO | -0413 Expires . .: O4l2O/2004
OIIINER PETRUS MANAGEMEN| CORP \0/23/2003 P}rONE:
12377 MERIT DR 17OO
DAL,I,AS TX
7525L
License:
coNrRAcToR NATTVE ETJECTRTC tO/23/2003 Phone: 970-328-L293
P.O. BOX 1807
EAGLE, CO
8r.53 r.
License: 143 -E
APPLTCAM NATIVE EIJECTRIC L0/23/2003 Phone: 970-328-L293
P.O. BOX 1807
EAGLE, CO
81631
License: 143-E
Desciption: WIRE HOT TUB
Valuation: $ 1.500.00
FEE SUMMARY 'r,i*'r'r**+:t:t,r*++rir*******,t:l*'t*1rt**'|**'t***:r:l'|*t*'*:r**:**r.r.'|**'l*
Ele.ctrical---->
DRB Fee_>
lnYestigation->
Will Call -
TOTAL FEES->
$50.00
$0.00
50.00
$3.00
$s3.00
Total Calculat€d Fees->
Additional F€€s->
Toal Permit Fee->
Palments---._--->
BALANCE DUE----->
953 - oo
$0. 0o
$s3.00
ss3.00
$0.00
*:l:a:i *ra*::l | * *t * ++l,i+rrra aa* * + + + +l r* *
Approvals:ften: 06000 EL,ECTRICAI DEPARTMENT
to/23/2OO3 DF Action: AP
Item: 05500 FIRE DEPARTIT{ENT
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
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 conect. 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 ofthe Town applicable thereto.
NEQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI,'R HOINS IN ADVA}ICE BY FROIr'l t$0 AIr,l -,t ru.
**f*+*** t+ +l"t'il* + + * rt*++*** *l +**l' f+* * *af*f+ '****++ ** *t + * ** ***+ * ***f*****+{t* +* * + **f***** rt ****
TOWNOFVAIL, COLORADO Statemetrt
+ + ** + t * ** **** *'l** +** 'tr'i+ +*****f +*t'**f+* * a!'i*+ **r* +t+ ** *r+ {' +*'}* ++f* + f+ *'}**+** f+ f + + *** *** ** I r** *
Statement Number: R030004992 Arnount: $53.00 LO/23/2OO3O2:15 pM
Palment Method: Check Init: L,C
Notation: #3 788 /Nat,ive
Electric
Permit. No: EO3-O222 \4re: EIJEqTRICAL, PERMIT
Parcel No: 210107113 005
Site Addregs: 84 BEA\IER DAM RD VAIL
L,ocation: 84 BEiAVER DAl4 RD
Total Feea: $53.00
ThiE Palment: $53 .00 Total lMr tnts: $53 .00
Balance: $0.00
* + * * * *t +* * | * ++**** * ** ** * *++ * * * f +* * **1+ + ** *+t ** +t+ l*+ * + t + *+* +t*** * +* | * * + + * ** * t + * *** * * * +* + t't **
ACCOI]NT ITEM LIST:
Account Code Description Current Pmts
EP OO1OOOO31111OO TEMPOMRY POWER PERMITS
WC OO1OOOO3112BOO WILL CALL INSPECTION FEE
50 .00
3. 00
SEPT. 29 2003
TO: TOWN OF VAIL PLANNING DEPT.
ATTN: BILL GIBSON
PROJECT: PETRUS MGMT
84 BEAVER DAM RD.
SUBJECT: FINAL INSPECTION FOR C/O
ON SEPT. 26 AN INSPECTION WAS PERFORMED
BY BILL GIBSON (TOWN OF VAIL PLANNING DEPT.)
AT THAT TIME, HE REQUESTED THAT THE FOLLOWING
ITEMS BE ON FILE WITH THE TOWN
1.THE LT. FIXTURES THAT ARE LOCATED UP HIGH ON
ELEVATOR SHAFT AS WELL AS FIXTURE ON REAR DORMER
(SEE PHOTOS) ARE FOR EMERGENCY/SECURITY ONLY
2. AS PER PREV. INSTRUCTION, THE DORMERS IN
THE ATTIC SPACE HAS BEEN ENCLOSED WITH
STRUCTURAL FRAMING AND DRYWALL ENCLOSURE
AND FRAMING TO MAKE MAX. 5' CLG. SPACES PER GFRA REQS.
3. THAT AN APPROVED SHELF DEPTH OF 17" MIN.
FOR ALL RETAINING WALLS HAS BEEN PROVIDED
4. ALL DISTURBED AREAS SHALL BE HYDRO SEEDED
TO RESTORE NATURAL SLOPE VEGETATION M
0
0
cNi
RESPECTFULLY,
WADEL DEVELOPMENT a
g
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BE ACCEPTED IF INCOMPLfiR U
Building Permit #:
Electrical Permit #:
97 0-479-2149 (Inspections)
Drz 6 - 6jo2$7 mmlilFvln
75 S. Frontage Rd.
Vail, Colorado 81557
Contact and Phone #'s:
€to-{of-6so1 3ze- ,2 7 6
Town of Vail Reg. No.:
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $ /5o o -
for Parcel Contad Assessrc Office at 970-328-8640 or visit #
Parcef # I toIu1u ?oof
lob Name: pa Job Address: (o + ge,ro ,o*-"' €/
Lesaf Description ll tot: 2$ llewcx:'7 ll riling, I o
ll suooi"lslon:
Cruviersname; A* 4".o fiAddress: 6+ fur*. 2o...- rzo/ ll Phone:
Engineer: ll Address:Phone:
Detailed description of work:'//.tltae ft-z -7qB
-/WorkClass: NewQ{ Addition( ) Remodel ( ) Repair( ) TempPower( ) Other( )
Work Type: Interior ( ) ExteriorJr--f Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family ( ) Duplex ( ) Multi-family ( ) commercial ( ) Restaurant ( ) other (->
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: /
/'
Is this permit for a hot tub: Yes (4 No ( )
Ooes a fire etarm exist: Yes (4 No ( )Does a Fire SprinkhiSystem Exist: yes ( ) No ( )
*******!t*******************************FOR OFFICE USE ONLY*************************************
2 i2003
\W iI\dAIA\CdCY\FORMS\PE RM ITS\ELECPERM. DOC 07n62002
TOWN OF VAIL
75 S. FRONTAGEROAD
vAtL. co 81657
970479-2138
ott*r"r*r oF coMMUN,r" orurrot^,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT PErMit #: EO2-0066
3.ol-o(2'7
3o t'024Y
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 84 beaver dam road Applied . . : 05115/2002
Parcel No...: 210107113005 Issued . . : 07109/2002
Project No : ? RTd | -oo1 3 Expires . .: OllO5l2OO3
OWNER PETRUS II{AI{AGEMENT CORP O5/!5/20O2 PhONC:
12377 MERIT DR 17OO
DAIIJAS TX
7525]-
License:
CONTRACTOR NATIVE EIJECTRIC 05/75/2002 Phone: 97O-328-L293
P.O. BOX 1807
EjAGLE, CO
81631
License: 143 -E
APPLTCATTIT NATTVE EL,ECTRIC 05/L5/2002 Phone: 970-328-1293
P.O. BOX 1807
EAGIJE, CO
81631-
License: 143 -E
Desciption: completewire
Valuation: $30.000.00
FEE SUMMARY
El€ctrical_> 9540.00 Total Calculated F€€s-> 5543 .00
Additional Fe€s >$0.00
Total p€rmit Fee_> 9543 .00
Payments-> S543.00
BALANCE DUE->$0.00
DRB F€e---->
Investigation--->
Will Call-->
90.00
$0.00
$3.00
TOTAL FEES> 5543. OO
Approvals:Item: 05000 EIJECTRICAL DEPARTMENI
O5/L5/2002 DF Action: AP
ItCM: O55OO FIRE DEPARTMENT
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELTD INSPECTIONS ARE RBQUIRED TO CIIECK FOR CODE COMPLIAIICE.
t't'taa*at **** **taat | | +lti a+r t* aaaa l|t,l**a.'tri | +a,ttat *laaa*'l*rll.* | | l'' ta tl'|l'|aaatti ar*,r
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in firll 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 ofthe Town applicable thereto.
o
TWENTY.FOUR REQTJESI'II F1OR INSPtsCTloN SHAI.I BE MADE FROM 8:00 AM - 5 PM.
FORHIMSELF ANDOWNEF
**+*****a'*f'l'**'|'|1.'f****+t*+++*+***a**************tt++***a***i***tt**t*+*+t+t++*t***l!*f*:r't*'t't*
TOWNOFVAIL. COLORADO Stat€in€Nrt
*+l' {t +'}* + ** +*l *++t*tl *** f++ ++f** * **t** * f**a *** * **f ++ ++ t*** **t atf +*+* | | + ++it i ***** * * lta*ft **++
Statement Number: R000002591 Anount: 5543.00 07/09/200210:40 AM
Payment Method: Check Init: DDG
NotatLon: Native
Electric 3149
Permit No: 802-0056 TIG)e 3 EITEeTRICAIJ PERMTT
Parcel No: 210107113 005
Site Addrees: 84 BEiAVER DAlt RD VAIL
Locat,ion: 84 beaver dam road
Total Feee: 5543 .00
Thie Palment ! $543.00 Total ALIJ Pmts: $543.00
Balance: $0.00
'f *t * ++ * + tt* * ** * * * l' * * ** * ** t * | + + f + + * t * * * * * ** ** * * *t + + + + + i* *+ * * * ** * ****l | | ** * * * * * ** *** ** + + +*f +**
ACCOUNT ITEM LIST:
Account Code Descniotion Cunrent Pmts
EP OO1OOOO31114OO TEMPORARY POWER PERMITS
hlc OO1OOOO31128OO WILL CALL INSPECTION FEE
540.00
3. 00
--.-...J\:_:|rl{l''-._
Electrical Permit #:
97 O-47 9-2149 (Inspections)
_=* *':o rowJEfi
Vail, Colorado 81657 V I
Contact Eagle County Assessorc Officc
/o/\/^l '.)a^ E .-f-
97O-328-8640 or I./\JV I www.eage-coxlIy.con /parca r Parce|#(Requiredifnob|dg.permit#isprovidedabove)-m
rob Name: V*"s fWqu&,utf JobAddress: 84 fulotw'a ru&
Legal Description tot: ZB lletocu.:J Filing:/5/Subdivision:l/a.l/u*+aE
o*n"" N^V*nrzrzt' -,,,,otll Address: /Zgzt i1eet7 24- i*y'ellW--
Engineer:Address:l1oa Ce ll Phone:
Detailed description of work:
&mvura
-7{Lfl
a)t ttz
WorkClass: New(fi Addition( ) Remodel ( ) Repair( ) Temppower( ) Other( )
Work Type: Interior ( ) Exterior ( ) Both /T Does an EHU exist at this location: Yes ( ) No L)
Type of Bldg.: Single-family !1f Duplex ( ) Multi-famity ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq:
Is this permit for a hql tqlf lles ( ) No (4
Does a Fire Alarm Exist: Yes ( ) No (-,f ll Ooes a Fire Sprinkler System exist: Ves ( I ttto C-.1
COMPLETE SQ. FEET FOR NEw BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNTOFSQFTTNSTRUCTURE, b a-ao ll ELECTRTCALVALUATTON: $ 30,ooo
CONTRACTOR INFORMATION
Town,oflajl Reg. No.:Contact and Phone #'s:
********************************r.-******FOR OFFICE USE ONLY***,i*****rr*********!rr.*******tr!r*r.*****
F :/everyone/formslelecperm
RE0D fI4AY 13 lrjrJ|
otrr"r oF coMMrJN,r" orurrort,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT
Job Address: 84 BEAVERDAM RDVAIL
Location.....:
ParcelNo...: 2l0l07l13005
Project No :
PETRUS I,1ANAGEME!flT CORP
12377 MERIT DR ].700
DAI-,LAS TX
7525L
License r
New single-family residence
$250.00
TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 8I657
970-479-2t38
OWNER
Desciption:
Valuation:
E0l-0142
ISSUED
06/25t2001
06t25t200r
t21221200t
COI{TRACTOR NATIVE EIJECTRIC
P.O. BOX 1907
EAGL,,E, CO
81631
Licenae;143-E
APPLICAITT NATIVE ELECTRIC
P.O. BOX 1807
EAGLE, CO
81631
License:143-E
06/25/2OOL Phone:
06/2s/200L Phone: 970-328-t293
06/25/200L Phone: 970-328-L293
FEE STIMMARY
Tolsl Calc'ulaled Fe€s->
Mditional Fees->
Total Permit Fe€->
Paymarts..._--1
BAT ANCE DIIE->
El€ctrical -
DRB Fee-->
Invedigslion->
wilt call->
TOTAL FEES->
s0. o0
90.00
s0.00
s3.00
953.00
953.00
s0.00
$s3.00
9s3 .00
s0. 00
Approvals:I€em: 06000 EIJECTRICAL DEPARTMHf,I
06/25/?OOL JRM Action: AP
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI'ICE.
DECLARATIONS
I here\ aclnowledge that I have read this application, frlled out in firll the information required, complet€d an accurate plot plan, and
state ttrat 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,
HAI'€E MADE TwENTy-FouR HouRs IN ADVANCE By TELEPHoNE AT 479-2138 oR AT ottR oFFIcE FRoM 8:00 AM - 5 pM.
//1 U4'-&6
REQUESTS f FORIN
** *** * +*** t** **** * ** *+ +******* ***** * * **+ *:r****t*t*** **** +***a+*t t+ | + ++ + + + +*+ ++ f | | *tl +af + +t*+
TOWN OF VAIL, COLORADOCopy Rcprhbd m 11-t$20lll rt t2zi!/0lz$l rr/r3/20o3
Statement
* * ** * **** ++ * * * * * ** *** * * * * * * ** + |t 1f '* ***+ + **** **l tft + +f + + + * * + 'i ++ * * i * t t* | + * * *** ** * * * + ** * f* * * * * **
Statement Number: R000000985 Amount 3 $53.00 06/25/200701 :37 PM
Palment Method: Check Init: DF
Notation: *2673
Permit No: 801-0142 l']rye: EITECTRTCAIT PERMIT
Parcel No: 210107113 005
SiTe Addrees: 84 BE.AVER DAM RD VAII
Location:
Total Fees: $53.00
This Payment: $53.00 TotsaI AJ,L Pmts: $53.00
Balance: $0.00
* * ** * *** * *** * * * t ** ** *,i *** ** ** *'3* ** * * * * * * ****ft +*+* ++ ++** ** ++ f+* t * 't * * + + + * * *** ** * * * * * * * f * *** * |
ACCOIJNT ITEM LIST:
Account Code Descriotion Cunnent Pmts
EP OO1OOOO31111OO TEMPOMRY POWER PERMITS
WC OO1OOOO31128OO WILL CALL INSPECTION FEE
50.00
3. 00
Building Permit #:-
Ip/VNOpvtn
75 S. Frontage Rd.
Vail, Colorado 81657
own of Vail Req. No.:/4s-e Contact and Phone #'s:o- 701-bsaq
COMPLETE FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS & Materials
AMOUNT OF SQ FT IN STRUCTURE: -.
at or visit www.eaole-countv.com for Parcel #
ffiffi*ffi
Job Name:
L(uag- notent-euzJ JobAddress: 84 E*vg-"b1 zD,
Legal Description Lot:Block:Filing:Subdivision:
Owners Name:Address:Phone:
Engineer: ll Address:Phone:
Detailed description of work:
_J..lJ:/1tLfrroq eF EeP -faart*
WorkClass: New() Addition( ) Remodel ( ) Repair( ) TempPower!,t'Other( )
WorkType: Interior( ) Exterior( ) Both( )Does an EHU sdst at this location: Yes ( ) No ( )
Type of Bldg.: Single-family ( ) Duplo( ( ) MulU-family ( ) Commerchl ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building:No. of Accommodation Unils in this building:
Is this oermit for a hot tub: Yes (- ') No (
Does a Fire Alarm Frist: Yes ( ) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( )
tt*n*r**i****i**********i*******f,i**:rrriFlOR OFFICE USE ONLY**r*.*ii*i*n*r*tf,i*****r****t*t****r*
RECEIVED RECF'.._
/Jtp''
F: /s/eryone/brms/elecperm
JUN 2 s 2llll
TOWN OF VAIL FIRE DEPARTMEN
75 S,FRONTAGEROAD
vArL, co 81657
970479-2t35
VAIL FIRE DEPARTMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
SPRINKLER PERMIT PErMit #: FO2.OO53
Job Addressr 84 BEAVER DAM RD VAIL
Location.....:
ParcelNo...: 210107113005
project No , ?ftSO \ _Oo-? 3
. owNER PETRUS MANAGEMTNT CORP 0'1 /3L/2002 phone:
12377 MERIT DR 7-7OO
DAITLAS TX
75251
I_,icense:
CONrRACTOR PIIOENIX FIRE PROTECTION 07/3L/2O02 Phonez 970-872-5174
711 HARRISON, T'NIT B
L,EADVIL,LE, CO
804 61
License:. 226-M
APPTJTCANT PHOENTX FrRE PROTECTTON 07/3r/2002 Phonez 970-872-5L74
7]-1. HARRISON, UNIT B
LEADVIIJIJE, CO
80461
License: 225-tq
Desciption: install fire sprinklers
Valuation: $22.060.00
*rt**,1** * **,lt a tra*l
Mechanical-> $450.00 Restuarant PIan Review->
Plan Check-> 3115.00 DRB Fe€------------>
50.00 Total Calculated Fees-> Ss?8 .00
s0.00 AdditionalFees_>$0. 00
lnvestigation->
will call->$3.00
BAIANCE DUE.-.-->$0.00
Item: 05100 BUILDING DEPARTMEIIr
Item: 05600 FIRE DEPARTI{ENI
o8/3o/2oo2 mvaughan Action: AP elevator pit needs sprinkler head, with ba
and
flow and tanper switch.
identify areas of concern noted on plans.
CONDITION OF APPROVAL
Cond: 12
(BI.DG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPI,IANCE.
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
B cr -6(Z?
Jp( o4 r'E
Status...: ISSUED
Applied. . : Q7/31/2002
Issued. . : ll/1212002
Expires . .: 05/ll/2003
s0.00 ToTAL FEES-----> 5578.00 Total Permit F€e - S578.00
Paymcnts-> $5?8.00
Torvn ordinances and stnte t"n"s, uoa to U.rQthis stnrchte accoding to the towns zo"C-U *Odivision codes, design rwiew
approve4 Uniform Building Code and other ordinanccs ofthe Town applicable thereto.
REQITESTS FOR INSPBCTION SEALL BE MADE TWENTY-FOUR f,OURS IN ADV BY ITLEPEONE AT479-2135
IROMT:0llA]}I-5PM.
SICNATI'REOF CONTRACTOR FOR HMSELF AND OWNEF
t*.fr
*fa*t++'lf*aaaaa'tt**aa{'a**t*al*t+*af+f,*'.laaatat*laaaal}**faa*aa*+a+ffata'|**+tt+aataaaf*ta+a***
TOWNOFVAIL, COLORADO Stmcnt +lt*fl+aar*laa+la'i*taa*a*ala**a**af+rla**a*aa+l**flta**a+tataa**ft*a**aa***atfaa+aaaa*tf*+a**
Statemerrt Nuniber: R000003417 Anourt s $5?8.00 LL/L2/2OOZL2:05 pM
Payment Mettrod: Cbeck InLt: DDG
Notation: Phoenix Fire
Protection 1759
PermLt No : F02 - 0053 Tlrl)e : SPRINKIJER PBRIIIIT
Parcel No: 210107113005
Slte Addreeg: 84 BE;AVSR DA!! RD VAIL
Location:
TotaL Fees: $578.00
This Palment: $578.00 Total AL,L Pmts: $578.00
Balance: $0.00
* ** *{' a'} *{t*tl*'}* '}a***'}f *+ lt*+f af *r***aaa*'}*l' *t*a!'}l **t++f *f **'}**tl+f tt*'}*'}'}tla{r*'}'tt*t*taa+t}a'}f
ACCOUNTITEM LIST:
Account Code Descriotion Current Pmts
],|P 00100003111300 ilECHANICAL pERl,tIT FEES 460.00
PF 00100003112300 PIAN CHECK FEES 115.00
I,JC OO1OOOO3i128OO WILL CALL INSPECTION FEE 3.OO
Jul 24 O? Ot:18p Jessie Reues
o
3O3-933-59().s
{
Hydroulics Summory Sheet
BFPE
P.O.BOX 29s50
DENVER, CO. 40229
Slgrrra DYnornlcs CorPerollon
coet.hhr ttt2. Al Fshlr Nrrrvot
Dadgner: JR
Cdc By: JR
Dalez 6t I zO2
P.I
Proiect lnforrnolion
PETRUS MGMT
A4 BEAVER DAM ROAD. LOT 28
VAIL. COLORADO
Coniract No:
Bui I dingt
SVsreft ID:
Rel. orauing No:
Constr uction:
OccupancVl
Aul'lbrlF
02-0297
HOUSE
TJET
COIlBUSTI BLE
RESIOENCE
Hydroulics
. lnformotion
Demond...
Spr Re{d Pres: f lO-75 PSI
Spr Raqd Flow: 19.23 GPn
Adrfl Florv3: O.OO 6Pn
l-los6 ot Srca: O.O0 GPn
Totcrl Florv: {9-23 6Ptl
Totol Pres: 110.75 PSI
Stotlc Elev: O.00 Ft
Supply...
Woter Flow Test
Stotlc: t'lO.OO PSI
Rasldud: 90-00 PSI
Oty Ftowlftqr 1302.00 GPfl
Elevaflon: O.OO Ft
Dote:_ ----- -- Tlme:-------
BY: conlr ector
Pump Doto
Rota<l (NA) PSIQ (Nn) GPn
Boosl Pres: (NA) PSI
Olschorg€ Pres: (NA) PSI
Olschorge FlotY: (NA) GPn
Comblned
Stotlc: (NA) PSI
Resldroh (NA) PSI
Ofy Flowtngr (NR) GPtl
Avolloble...
P) 139-88 PSle {s.23 GPtt
F) 110.75 pSIo 978.51 6Pn
Morgin...
Pressurc: 29. l't PSI
Flow: 929.28 6Pm
System Informollon SYstem
Hydroulics Design Criterio
Denslty: 16 GPm /SqFt
Remote Areo: 3HDS SqFt
Sprinkler Covaroga: 20x20 SqFt
RELIf,BLE
F I zRES z3
3.9 S-*'ei=^
R*::::ifu
S, - @se
77OO WcYa)llcs
Y.c 3UJ-J.t.t -CUUr Jul 24 OA 01:19P Jessie ReYe3
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(Fd) o.ms.rd
Jul 2.t oz Ot:19P Jcssie Reges
o
SUBMITTAL SERIAL NO: 2o16HYI
PETRUS UGT
84 BE,AVER DA}I ROAD, IOT 28
VAIL, COIORADO
3RD FIFOR
303-933-59O.r
o
P.3
06-01-2002 PAGE r
FN: PEfRUS.IIYD
FIJOW TEST RESULTS
lilater Supply sfATrc 140.00 PSr RESIDUAL 9O.OO PSI E 13O7.OO GPU
CITY PRESST'RE AVAII,ABI,E AT 49,2 GPVT 139.88 PSI
SIJMI,TARY OF SPRINKLER OUTI'LOIIS
AETUAL IIINIUT'U SPR FIOI{ FIOI{ K-FA TOR PRESSTIRE
101 16.73 16. OO 3.90 18.41 LOz 16.49 16.00 3.90 17.88
103 1.6. OO 16. OO 3 .9() L6 - S3
ToTAl, WATER REQUIRED FOR SYSTEM 49'23 GPI'!
TOTAI, TfATER REQUIREUENT 49.23 GPI,T
PRESST'RE REQUIRED AT O I1O.75 PST
},IAXTUUM PRESST'RE I'NBAI.,A}ICE IN ISOPS O. 07 PSI
I.!AXII,!UM VET,OCITy fN Pf PES 18 - 07 FPS
Jul 24 02 Ol:lgp Jessie Reues
SUBMITTAIJ SERIAT NO: 2O16HY1
PETRUS MGT 84 BEAVER DAl{ ROAD, I,OT 28 vl,Irr, corpRADo
3RD FIOOR
Location Flow in
From To GPU
15 to3 Q 16.00
FN:PETRUS.HYD
Equiv
Lenqth rt
7. O0
11- O0
18. o0
3(,3 -933-59U+
Friction
IJOSs
PSr./Ft
C=15O
P.t
06-01-2002 PAGE 2
Pressure
Sunroary
PSI
PT r.6.83 (103)PE -O.29
L
F
T
t4 lsDQ
a
L6.49
16. OO
32.49
Fittings
&
Devices
P=T/E
F=o/E
F=28
L
T
T
F
T
L5 1.O2
1.4 101
=fl?
\.,, 13
o
\v11
10
9
I
.7
L6.73
32 -49 49.23
49.23
49.23
49.23
49.23
49,23
49.23
F-Tr EE/E
F=TrE
F=T
F=T
F=T
F=E
F=T
s4/E
L 9.35 F 13.00 T 22.35
L . 4.50 P 11.00 T 15.50
IJ 15.50 F 9.OO T 24.50
L t-oo F 9.OO T .10. O0
L 12.83 F 9.OO T 21.83
L 11.50 F 4.O0 T 15.50
IJ 3 .00 F 9.O0 T 12. O0
L L4.42 F 13. OO T 27.42
C=15o
0.0602
C-1.5O
o.4433
C=15O
o.1659
C=15O
o. L659
C=15O
o - 1559
C:15o
o. 1559
C=].50
o. 1659
c=15O
0.1659
L2
11
10
Pipe
Slze
IN
L. 055
BN
L. o55
BN
1. O55
BN
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BN
lfl
BIiI
1,.29L
FU
L.291
FM 6;\
FM
1.291
Fl.t
L.29L
FU
L.29L
Ft{
0.0554 Bhff , ,u,
2.25 c=15O
3. OO 5.25 0.0586
4.L8 C-15O
6. O0 10.18 0.2055
PT
PE
PF
PT
PE
PF
PT
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PT
PE
PF
PA
PE
PF
17.88 (1o2)
-o. 58 o.31
17.61 ( r.s)
-0.t4 2.O9 19.56 ( r.4)
1S.41 (1o1)
-o,29 1. 35
Le.47 ( L4)
1. 15
6.47
2?,49 ( t3,
6.72 4.06
38.27 ( 12'
o. oo
1. 66
39.93 ( 1r)
o. oo
3.62
43.5s ( 10)4.98
2.57
sr..10 ( e)
o. 00
1. 99
53.0e ( 8)
o. oo
4.55
Jul ?rt O2 Ol: 19p Jessie ReyG3
SUBMITTAL SERIAL NO: 2O16HY1
PETRUS IITCT 84 BEAVER DAl{ RON), rOT 28 VAIL, COIORADO
3RD FIPOR
Location Flow in Froh To GPU
67 a 49.23
3()3-93
O
3-590+p.5
06-01-2002 PAGE 3
FN: PETRUS.HYD
a 49-23
o 49.23
Q 49.23
Q 49.23
Q 49.23
Pipe Fittings Equiv Size I I€ngrth IN Devices Ft
r.291" L L2.2s F=T F 9.OO FM T 21.25
1.291 L 21.00 F=2T F 18.OO Fl{ T 39. O0
1.291 L L2.25 F=E F 4.OO FR T 15.25
1,.29L I" 32. OO F=0 F 0.O0 FR T 32.00
r.29t L 1.00 F=E F 4. OO FR T 5.OO
1.505 L 117.00
F=T,GVr2E F 26.O0 ItN T 143. OO
Friction Pressure Loss sunnary PSr/Ft PSr
C-15O PT 5?.64 ( 7)PE 5.3L o.1659 PF 3.53
C:15o PT 66.48 ( 6)PE O.O0 o.1659 PF 6.47
C-15o PT 72.9s ( 5)PE 5.09
0.1659 PF 2.70
c=1o0o PT 80.74 ( 3)PE 13.87 o.0050 PF 0.16
C=15o PT 94.77 ( 2)PE O.22 o.1659 PF O.83
C=150 PT 95.82 ( L)PE 3.68 o.0785 PF LL.24
PT 110.74 ( 0)
Jul ?4 O2 Ol:ZOp Jcssie Rcgcs
o
p.6
AUXILIARY SUBUTTTAIJ SERI.AI, NO:2O16HY1 06-01-2002 PAGE 1
PETRUS I.IGT TN: PETRUS.ITYD
FLOW TEST RESUL,TS
llater Supply STATIC 14O.OO PSI RESIDUAIJ 9O.OO PST E 13O7'OO GPM
CITy PRESSURE AVAILABLE AT L8.0 GPI.I 139.98 PSI
ST'IiI,IARY OF SPRINKLER OUTTI,OWS
ACTUAI, !{INIMIIM SPR FITW FI.OYI K-FAEIOR PRESSURE
103 18. OO 18. O0 3.90 21.30
TOTAL I{ATER REQUIRED FOR SYSTEU 18.00 GP}I
TOTAL WATER REQUIREUENT 18.OO GPI'!
PRESSURE REQUIRED AT O 71.65 PSI
!{AXIUTJU PRESSURE UNBAIANCE IN LOOPS O.OO PSI
MAXTUU}I VEIPCITY IN PIPES 6.61 FPS
303-933-5904
O
Jul 24 O2 O1:ZOp Je e Reves 303 3 -5go.t
AUXIIJARY SUBMTTTAI, SERIAL NO: 2O16HY1
PETRUS I{GT FN: PETRUS.HYD
FROM TO FI,OW IJNGTH FITTING DTAI.{ IYPE PSI,/Ft S-IOSS
-93
o
o.069 -o.29 o.069 -o.14 o.069 1.15 o.026 6.72 o.026 0.00 o.026 0. oo o-026 4.94 o.026 0,oo o.025 0. oo o.026 5.31 o.026 0.00 o.026 5. 09 o.001 1.3.87 o.026 0-22 o.oLz 3.68
ss t t
18. OO 7.00
18. OO 4.18
18. OO 4.50
r-8. oo 15.50 L8.oo L.oo
18. OO 12.83
18. O0 11..50
18. OO 3.00 18.OO L4.42 18.OO L2.25
18. O0 21. O0 L8.o0 t2.25
1-8 . OO 32.00
18. OO 1.OO
18. OO 117. OO
p.7
06'01-2002 PAGE 2
t5 103 14 15 L3 14 t2 L3 11 L2 10 11 9LO 89 78 67 55 35 23 T2 0t
11. O 6.o
11. O
9.O
9.O
9.O
4.O
9.O
13. O
9.O
18. O 4.0
0.0
4.0
25.O
1. O55 Bl'I l. o55 Blr 1.055 BN
1. 291 Ft{1.291 Ft{r.291 tllt
1. 291 Ft{
1. 291 Ftt
1. 291 Fr.l
1. 291 Fl{1.29L rU
L.293. rR 1.29r FR L.291 FR r.505 uN
PRESSURIS
22.25 21.30 22.AL 22,25 25.O3 22.4L 32-38 25.03 32-64 32.38 33.20 32.64 38.58 33.20 38.89 38- 58 39.60 38.89 45.16 39.60 46.47 45.46 51.98 46.47 65.88 51..98 66.23 65.88 71.55 66.23
b
BFPE
SUBJECT
Wc arc scndirrg you: /Atttrchc't
Via: uslrs .r""'
l/'Lriots
/ Calculations
Spccificntions
Datc
...--
I
COMMENTS:
LET'TER OF TRANSMI'TTAI"
ro 6 a(b4)a?
lfb
n4,4ra f oDArr, 7/zz '-
nrrENrrot lhih- CL;| 4" Jo'No'
Couricr:
Undcr Scparatc Covcr
Ovcmiglrt:
Contracts Equipmcnt S.ubnrittals
Rcvicw Conrmsnts
t/ Lcttcr(s)
hrvoicc
9!y
I
Thcsc arc trausmittcd as chcckcd bclow:
Approvcd as Subnrittcd
Appiovcd as Notcd
Rctumcd for Corrcctions
For ibvicw nnd Colntncnt
For Your APProval
t/-For YourUsc
For Your Infornntion
-Vn"Rcqucstctl
CopyTo Filc .
,
Signcd
, co s0229 . 303-426-0 . Fax 303-288-2428
a
342 PO Rox 29550
o
Denver
A
BFPE
Lifo Safety Firs Protoction ' Firo Alarm
July 22,2002
Galloway Romero
5330 DTC Parkway
Englewood, CO 801I I
Attn: Mike Childers
Subject: Town Square
Fire Sprinkler Submittal Review
Dear Mike:
We have reviewed the fire sprinkler submittal from Code Fire and provide the following
comments.
Drawings: Revise and Resubmit
l. Site Plan - Drawing does not clearly show the building that is being protected, sq. ft. size
ofarea ofprotection, the riser location, the new underground supply (it appears to be
installed under the building) and the flow test hydrant location.
2. Site Plan -- Drawing indicates l0olo reduction for State requirement. Hydraulic
calculations need to be performed based on City and County of Denver Fire Department
requirements regarding flow test reductions and safety factors.
3. Site Plan -- General Note #l I refers to hanger spacing which is not included in the note.
4. Floor Plan - Drawing shows the Remote Area in the unit third from the west end of the
building. The remote area should be the westem most unit. (See hydraulic calculation
comments).
5. Floor Plan - Sprinkler head locations shall comply with NFPA 13, paragraph 5-6.5.2.2.
regarding obstructions.
6. Floor Plan - Sprinkler head deflector distances shall comply with the submittal data shoot
of I to 12 "- Drawings should show maximum deflector distances.
7. Floor Plan - Drawing should include hanger detail and hanger locations.
8. FloorPlan- Sprinklerfittingsshall notbebushedexceptperNFPA 13, Paragraph 5-13,
20.t.
PO 8ox29550 '
o
Denver , co 80229 . 303-4
o
26-0342 . Fax 303'288'2428
Galloway Romero
Town Square
July22,2002
Page2
9. Floor Plan - Drawings requires the location of fire walls to be shown ( NFPA 13
paragmph 8-l).
10. Floor Plan -- Drawings requires indication of hazard classification of each area (NFPA l3'
paragraph 8-l).
Equipment Data Sheets: Approved as Submitted
l. Approved as submitted.
Hydraulic Calculations: Revise and Resubmit
l. Sprinkler system demand of 53.91 psi is not l0 less than the 55.81 psi available and water
flow test has not been reduced l0%o as rcquired by the Denver Fire Departrnent
2. The sprinklersystem is configured as a grid onthe drawings, however, hydraulically it is
not a grid because all branch lines have flowing sprinklers. This configuration requires the
remote area to be in the western most unit. The system would be more efficient as a
center fed tree.
Ifyou have questions, please do not hesitate to contact me.
Sincerely,
BFPE
Perry B. Matthews, P.E.
tjb
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ot*r""*r oF coMMr,Nrry DEVEL.*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHAMCALPERMIT Permit #: M02-0169
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 84 BEAVER DAM RD Applied . . : 08113/2002
Parcel No...: 2l0l07l 13005 Issued . . : 08/2912002
ProjectNo : flA-10\ -OO?1 Expires. .: 02/2512003
OWNER PETRUS II{ANAGEMENT CORP O8/L3/2OO2 PhONC:
12377 MERrT DR 1700
DAI,LAS TX
7525L
License:
coNrRAcToR CTTTMATE CONIROL CO OF GWS 08/A3/2002 Phone: 970-945-2326
P O BOX L042
GI..ENWOOD SPRINGS, CO
8t602
I-,icense: L29-M
APPLICANT CLIMATE CONTROT, CO OF GWS 08/]-3/2002 Phone: 970-945-2326
P O BOX 1042
GIJENWOOD SPRINGS, CO
8L602
I-,icense: 129-M
Desciption: GENERAL VENTING, KITCHEN
Valuation: $16.000.00
FireDlace Information: Restricted: Y # ofGas Appliances: 0 # ofGas Loes: 0 # of Wood Pellet: 0
FEE SUMMARY t 'r * rr *t:r*a | | * ***** +. * * * * * *
Mechanical-> 5320 . 00 Restuarant Plan Revicw--.>
Plan Check->
lnvestigation->
wilt call->
S80. 00 DRB Fee >S0 .00 Additional Fees-->
$3.00
BAj,ANCE DUE--_->
ItsCM: O51OO BUILDING DEPARTMENT
o8/t9/2oo2 eCD Actsion: AP
Item: 05500 FIRE DEPARTI'IBfrr
CONDITION OF APPROVAL Cond: 12
(BI,DG.): FIEI-,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI.IA}.ICE.
Condz 22
(BLDG.); COMBUSTIONAIR IS REQUIRED PER SEC. 701 OF TI{E 1997 UMC, OR SECTIoN
701 0F THE 1997 rMC.
Cond: 23
(BI,DG.): INSTAI-,I,ATION MUST CONFORM TO MANT'FACTT'RES INSTRUCTIONS AIID TO CHAPTER
10 OF TI{E 1997 I'MC, CHAPTER 10 OF TIIE 1997 IMC.
Cond: 25
$0 . 00 Total Calculat€d F€es--> $4 03 . 00
$0. 00 TOTAL FEES-------> $403 .00 Total Permit Fee-----> $403 . 00
Paymenls-> $403.00
$0.00
50.00
(BI,DG. ) : GAS APPIJIANCES sHopss VENTED AccoRDING To CHAPTR 8
TERMINATE AS SPECIFIED TN SEC.8O5 OF THE 199? UMC, OR CHAPTER
Cond: 29
(BLDG. ) : ACCESS TO HEATING EQUIPMEITT MUST COMPLY WITH CHAPTER
THE 1997 I,II{C A}ID CHAPTER 3 OF TITE 1997 IMC.
Cond: 31
(BLDG. ) : BOII-,ERS SIIAITIJ BE MOITNTED ON FLOORS OF NONCOMBUSTIBLE
IJISTED FOR MOI'l{llrING ON COII{BUSTIBI-,8 FIJOORTNG.
Cond: 32
(BLDG . ) : PERMIT, PIJANS AND CODE AIIALYSIS MUST BE POSTED IN MECHANICAIJ ROOM PRIOR
TO AN INSPECTION REOI'EST.
Cond: 30
(BI-,DG. ) : DRJAINAGE OF MECHANICAI, RooMS CoNTATNING HEjATING oR HoT-WATER SUPPLY
BOILERS SHAI-,IJ BE EQUIPPED WITH A FLOOR DRjAIN PER SEC. tO22 OF THE 1997 tMC, OR
sEcTroN 1004.6 0F THE 1997 rMC.
AIID SIIAI,I.
8 OF THE 1997 IMC.
3 ArrD S8C.1017 0F
CONST. I'NI,ESS
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 conect. 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 ofthe Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV/O.IqE BY AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM.
SIGNATURE OF OWNEROR CONTRACTOR FORHIMSELF AND OWNET
tfllffflf+a*ll*llftfff**t*faff+++++'lfilltt**'i*+fflfltft'iaalt*laatt*t|tlatal'a*'i*'i'i**********+a
TOWNOFVAIL, COIORADO Sat€ment afltaaf+++*aataaal+ff++aaattla*taafaaaaaaa*a*r*rff*l*t+lafaatlafal}afaaa+*aa**tltfattt++++'l+
Statement Nuiber: R000002986 Amount: 9403.00 Og/29/2OO2!1 :11 Ar{
Payment Method: Check Init: IJC
Notation: {*12350/Clirnate
Control
Permit No: I'102-0159 Type: MECTIANICAI PERITIIT
Parce1 No: 210107113005
Site Addrese: 84 BEAVER DAl4 RD \IAIL
Location: 84 BEAVER DAIII RD
Total Fees: $403. OO
This Payment: $403.00 Total AIJj PmtE s $403.00
Balance: $0.00
l'lal'*l'|*a'**{'**'}*{'*****tlllflfl+++*ata*+a******l****'}a*l{r{'*'}*'t|}'t****a+|}+f+laa+f+'t*a*****t****
ACCOUNTITEM LIST:
Account Code Description Current Pmts
t'1P OO1OOOO31113OO MECHANICAL PER},IIT FEES 32O.OO
PF 00100003112300 PLAN CHECK FEES 80.00
l,lC 00100003112800 I'JILL CALL INSPECTI0N FEE 3.00
ili":f#lfru5bt - oo+3
uilding Permit #:
Mechanical Permit #:
970-479-2149 (Inspections)
TCIVT{WVAL
75 S. Frontage Rd.
Vail, Colorado 81
Permit will not be accepted without the following:
n
tr
D
tr
tl
CONTRACTOR INFORMATION
Mechanical Contractor:
CUf p'(? @+VoL Co-
Town of Vail Reo. No.:tz{ -t{Contact and Phone #'s:
c|+At hegvp j'lo-J$-fi2a2
ContractorSiqnature: /;*i6;'- / S.c- Po.41 {# nno L- 600 6
COMPLETE VALUATION FOR MECHANICAL PERMIT
MECHANICAL: $ lbt@e*
Contact Assessp,rs Office at 970-328-86/10 or visit ParceI #
# (Required if no bldg. permit # is provided above
JobAddress: g+ Uf^eepau fu,Job Name: Vgft*A, leo*apwqwr
tVo.%x l4€-.*crtp,ct>Owners Name: pfl"Jh wr c*rt
Depanment
Buildi;rg Salcf & Inspection
Detailed description of
eqltu|., \terl,nte,
Work Class: New |Q Addition ( )
Boiler Location: Interior X) Exterior ( ) Gltil{lrif
Type of 8ld9: Singlefamily
No. of Existing Dwelling Units in this building: rui''-o*
ruoffype of Fireplaces Proposed: Gas Appliances ( ?d$q$Wtsotc:$r666lpellet ( ) Wood Burning (NOT ALLOWED)
this a conversion from a wood burning fireplace
* * x * * * * * ** * * :t * * * ** * ** * * * FOR OFFICE USE ONLY* ** * ** * * * * * * * * * * *
Fr /everyone/forms/ mechPerm
TOI^AIOFVAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
970479-2738
o?o*r,** oF coMMUNrt or*rG**
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHANICALPERMIT PCrMit #: M02.01,49
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 48 beaver dam rd App1ied. . : 07/18/2002
Parcel No...: 21.0107113005 Issued . . : 09/30/2002
ProjectNo: Expires..: 03/29/2003
CoNIRACTOR SIITTON INSIIJATING VirEST, INC. 07 /t8/20O2 Phone: 970-945-1313
5398 CR 154 #L
GIJENWOOD SPRINGS, CO
815 01
License : 219 -ltl
APPLTCAT\m SUTTON TNSUT,ATTNG WEST, INC. O'?/L8/2002 phone: 970-945-L313
s398 CR L54 #1
GI,ENWOOD SPRINGS, CO
81501
License,: 2t9-ltl
otvNER PETRUS MANAGEMENT CORP O7/t8/2002 Phone:
12377 MERIT DR 17OO
DAII,AS TX
7525L
License:
Desciption: install 1 icon 100 with logset. 1, sf4224 and 2 cfxdra
fireplaces also for 1 fireplace with logset flu on patio
Valuation: $13,500.00
Fireplace Inforrnation: Restricted: Y #ofGasAppliances:0#ofGaslogs:0#of
Wood Pelleh * FEE SUMMARY
Mechanical-> S280.oo RestuarantPlanRe!.ieu/->
Plan Check-*>
Investigation->
will ca[->
$0 . 00 Total Calculated Fees-> $353 . 00
$40. 00
$0. oo
S0. 00 Additional Fees->
s3. o0
BALANCE DUIE->
ITEM: O51OO BUII,DING DEPARTMNflT
o7/22/2oo2 JRIII Action: AP
Item: 05500 FIRE DEPARTMEI{Ir
CONDITION OF APPROVAL Cond: l-2
(BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPIJIAIICE.
Cond:22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 701 oF TIIE 1997 I]MC, OR SECTION
701 0F THE 1997 IMC.
Cond: 23
(BIrDG.): INSTALI-,ATION MUST CONFORM TO MANIIFACTIIRES TNSTRUCTIONS AIiID TO CIIAPTER
s? 0 . o0 DRB Fee-->
S0 . O0 TOTAL FEES--> 53s3 . 0O Total Pemrit Fee--> 5393 . 00
Payments-> S393.00
].0 OF THE 1997 TJMC, CI{APTERC OF TIIE 1997 IMC.
Cond: 25
(BLDG.): GAS APPITIANCES SIIAIJIJ BE VEICIED ACCORDING TO CHAPTER 8 AND SHALL
TERMINATE AS SPECIFIED IN SEC.8O5 OF THE 199? I'MC, OR CHAPTER 8 OF TIIE 1997 TMC.
Cond: 29
(BLDG.): ACCESS TO HEjATING EQUfPMENT UUST COMPLY WITH CHAPTER 3 AND S8C.L017 OF
THE 1997 I'MC AND CHAPTER 3 OF THE ]-997 IMC.
Cond: 31
(BI-,DG.): BOILERS SIIAITL BE MOITNTED ON FLOORS OF NONCOMBUSTIBIJE CONST. ITNLESS
IJISTED FOR MOI]MTING ON COMBUSTIBLE FLOORING.
Cond:32
(BLDG.): PERMIT,PIJANS AIID CODE AI{ALYSIS MUST BE POSTED IN MECIIANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BI-,DG.): DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPIJY
BOII,ERS SIIAI-,L BE EQUIPPED WITH A FIJOOR DRAIN PER SEC. LO22 OF THE 1997 UMC, OR
SECTION 1004.5 0F THE 1997 rMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fuIl the information required, completed an
accurate plot plan, and state that all the information as requfued 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 zoninp
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOUR HOURS IN
PM.
ORATOUR FROM 8:00 AM - 4
SIGNA OF OWNER OR CONTRACTOR ANDOWNEF
TOWN OF VAIL, COLORADOCopy Reprlnted on 08-07-2fi)3 at 16:05:00 081071200.3
Statement
stat.ement Number: R030004225 Amount: $50.00 05/24/2003]-1222 AM
Payment Melhod: Check Init: DF Notacion: check #162 3
Jeremy Lopz
Permi t No: M02-0149 Tlpe: MECHANICAL PERMIT
ParceL No: 210107LL3005
SiTe Address: 84 BEAVER DAII{ RD VAIIJ
Location: 48 beaver dam rd Total Fees: $393.00 This Patment: $50.00 TotaL AIJIJ PmLs: $393 . 00 Balance: $0.00
ACCOIJNT ITEM LIST:
Account Code Descript ion Current Pmts
MP OO1OOOO31111OO MECHANICAI, PERMIT FEES
pr' 00100003LL2300 prrAN cHEcK FEES
40.00
10.00
07 /-29 /-ZgLs- :gJE -L? :.4.1 FAE. tg10-9ry I I
LAcEs ,o!|l
illo)'
hh
P
07/25/200C TIJE 12:02 FAX- .UI-0-9-415-8-EEE sumou.,Lufl'Jls${9
T rAbE ESoo{
u3.lr :5:*ll;.:HrH,11! ll*y:ry:q||q }!il drnFr dpics $rlr inorporerc ur T3::1TS elTJlr.ur qe q.tpP€r; or bv rn esrcirlty or lerrs secilicri ruecnec ro cunpcr so as to ndftain_e fircd rdalibruhip to lh! durpcr, rlich shell intcrlocr bour rutomrtic vrlves spe<ifid iD t2J.lZ to prBr,cdt grr Oorr ujrss rJ , Oi;i.i i, in rhc fulty pqStiqn" :
mrtlc vafvcs in scries. c.rh E nrnctbn- TVo valvc trgrctid'tit
surfaccs, biarings or trinn$l,
llege in lhc ewut of seiate-Ci
ii;
vhco any toO4nrr*rr.$ddH
ok"Sc of a prn wi[ resu .'ffiu
'.#
U be eguippett with a dcviriH.,,urner is operated with rhr3il
Mdtloo drcs- #;
tctticatly abovq tre *OO t rffi d 5 fc€t (lJ2 mrn) of vstier#,
baf, hood havlng a horizonul$?
lff,
:f closed, rhe pilor rnO ,notnffi,ill bc shtl, off bcfore rtp ,n,iltit'
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:
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lgz A marruelly oFretcd rcdl dehper shdl ba $ codrucis4.tbat brl the rnd, furtper nnrining in t6c tuly opcn pdUol i -
'
t243 App[irncss Incrrporatiug I meqgdly openrcd ttrrr Aihper Cu U whlch *itt shut off all g.s lo tbc m;D burncr wheD $;;; ,menudry oFrared rcnr dzmpr-dc4 rs Jpo.a iil-fi.-ffiic l
IUtfhod: d ItC
A eection of TlqF !.U (tpm) rqng .trdt ue .[actd to, and ,l tun hmd luvingl vgrdga orirrcr. "r'.90-:d"d (tt;.o.iLil"r vclt.RrRc Ghitl bc anaehert to, urd vcrdcalfyiUo"Llr"'i,iu"1i.,u outlcl
:
Wth all parrs of tbc rppliaace at room tempcrfiurE end the damp:l buftq(s) s,o' t ptacd'in opraion il g,{t to lhe noin U,,r*',tri bunr ogadon lras qcdcrt'l0 minud
;Al apliare w'iclr ".rn be praq h opztion $,rh rhc veu dup i @frsidmd b ourpty uilh trfls'pro"i-ou. -.
:r2s ELEIRIOTL Eetm,ENT eNn fmUVC .:
(ScE Ed,ibtr F)
1,6 ITTSTRUCTIOTTS
(Sct Hribil, D :
:
20,
07 / 2S / 2003 lltE jul: 0-S
la2
l,j,,1
urJ
r,8.6
;ttt5
rL2lJ
srnroujrIgrtB|Il;[q wEsr o FAl.l-9J_0_e-{5_0_6EE o
Elcctriceltyopentcd Dd.mGchenicrlly,rctuatcd rrcnt {rmFr dsvtErs shelt De cquippeit with r il:HTtl,Sc*."itoett ineicrre irre poJu-ni or rhc damprr ubea rhc ( anp* ercviqe l5
r-A:E 6F oo5
?be coulructlon of lhc apptiaact etddrmpcr dcvlce strail bc orch thrt Ihr damper device canmt be tng[ed on rhe rpptirnce tn aher oi; thd-;;l-;;6;'" *'
A Ycnl dsnPGr devlce shcl be nrlteblo for rSradrEcnt.to thc dralt hood oruet or eball be ao inrcgrc pa'. d tbc d'"ft r'd. tf rn ir,rori-t-nrng dio,, ;;rrr-;;* b rcgd*q it $Err be srpplid bv lhe fircPlre nrn,r""nuor-in*r,a-o crn"" d;;ltd cr the ve6t draper deric.
:At dcctricsr cq'DoneDrs q T Gt-e'4cdty oF'..d TTt dr.pr dcvrce sha r bc frEl'ry rvrrcd into oc elcaricrt circu*.of thc nrrpiac"] #d; *T arrnpci a."]"i'rrrar te
'uFpticd
wilh ,wirtng herness A conn*ion ahsri;iii,i'h ;epii-Jdfi;fd;;;" e:rens'n,enr or rhe wfdnp (Son l26!it).
i All parts of r veul \qo1!evice, Inclnding frsycrs,_srrer! be comcion ,-! rirr,,, s.ilabtc for the apptcedon end ternpenhrns ro vtictrG4 ud-c,ariil-lli-ilie"rsc of dctcrioreuon duing the lcss spcrffisd DcrritL
i
Mctzt p'rs iE coDracr fgl:,"LCT: gr slbJ:lJl.condersr'on ,he' be : r lers 0,01t inch (0.{f,, nrnr) .ri:t drmdanmqlcd-ssrr m.rrlinte uona Fftil rhe
'sct ud tho arurninum F.,ltt ounces minirnun Fr squarE loor (0,12:t ltiln llf, en lron.efprifniil I toy or drmmiqn-coated low*''bon ceerin
"rri"r, sq ari,rmir-rl a,nt*a il;ut"-#; o.thr srccr ro form an irco-drruhirrn aloy;_u t*sr 0.015 i;;; (il;06 F -q"filryI.nfi srr.',iruni or other meul haring equlvrlorr dureblltty rna ,*iJai*- to orrodou aiiil"t'6*t fitn may tc used for no[thovlng p*ts lf tt-c-an u-. a"^otrs(;;l ,n.r.orrorion o.G"fshrlt not rmpair thc inrnded tunaion and &rrebility d tlrc darnF;.--- : r
A vcnr ds'nDtr devte rllL:_T-"l T iuicgrC n{-of;rre drdt hod drelt he, r r singte inlcl a cortiruons eo'r gis pqqc*-:v.qtd
" anir. jurre.nf o.irJ;;;; shart accorrunodatc a ye't connecror d incs-el indr diemctcr d. n"tt.q,c i"l.i _O *.i;;,r* i{rns dtal havt at reaa a r% hdr (3'" frra up_r'i rEr,-Ei ni,ru.i.-ii,*ii;; il;F.,deyicE rh'rs arn incgnil part d ttre drdr'h"fo *J;-iriii
"'
iil. irh Fo rnrn) tin ru anaC nrcn! prodded ir is mrdy fae{tc4
.,
operarion of "n acctriJty operercd c nrcrraniory
""fi,"rcd v*r dernplr de ricc shat prctuce a Cnge docr.r prdlion if lhe'ds"r-por.- "..sE '{'
,
''c ddg" of u erccrricrlry oF,"td vsnt &nrper. dc:rT rnd thc contnr qys ein silrdr be nrctr rhal'rhe dampcr sha, be in ihe ;p;u pd;;;;r a[ rimes that g.. is flor.ing ro rhe main burnetG). -'--- rv"r'\"' '
For al rpplirnce cquippcd wtlh r continuorrs pllorn
-thc ddT* lnrcrart frr: venting s'r of ,X;t"'fi :,H[:'#n?,LHpffi T]tr#Hrl]#;ffi trplfl Ffr ldd conrinucrs-pld trPur,,rtiC-#-i, fr"L": ''
:
19.
07/2e/200s TIIE 12:0-$ FAf .L03ggtlq088 surrCIurt{gtll4uHF ffilr o Prx*. o"&ooo
al I -rq
- -FF
-
CERTIFICATION REPORT INo. 13924003
,
Prepared for
GOLDEN BLOUNT r!
07/29/2o0s TIJE 12103 rEST o '*:ig.1,"fl'l_
QdtJnor
or, D{lt{
, .-'
S:crrdod:
0.u oatilt
OE h€brr 15, t99I
llt. sc!'re F:,oqrrt
€o1d6E etrdrnl,t200
'{csLg;qva DrLrrc DalIEs, tl 1524s
E€e." Mr. tlounE.
tcoqing connog bogifi untll
A copy of the rork order Js your venled Brr Cireplacc.
yfnr?s,
Wl Anrwer Wilh &rlullon$
osq tirtrilrTtotllL
0w
FonlE|r|rlt Snrfln! nrfllrilo{
,:
l;c I
6UEJ'il6Er tl|'I glx.C Drlc. lcr ycrr= llcdcl :qD-S?+22{!tt Elo ,'12 Allcrarls 6oni lsuc lloq
Ito firn fi.-.d pDi6c €or the certilicegioD DEoqra rl![ bc SZ.to0,l lncludcg- C,he anrictpezcd clrergcg for nddlifl-pnal ttsCieg. Cercitt car leacfilrClon Bereiceg, I.celgE o! De 1!,cnEr lq jroEuiret Drior to Eh.
PDogtr6'.
The f .tltn_ llxrC Erica qrroted ts ullid fc! 60 calc'|al||r .ley. fr<rrn bhei IcE:6r (OctobeE LE, 19991 -
grs.d on t!,r lssto ot lhir JEoiac,E, iL i6 €rli!trte{ EloL tE. Ean lrq ntrLttl {-5 ylckl rtE a Eha l€c|'D!,!,EC! o{ t]hc tl:r !lx.d Drti. rnd.EirElEg- . - I
Althosgh rldc ie s fir flxcd prlc= 7cu ohoulri be a*are cf EltE lul:.t 1. tvrr- na$-compJiance incu.(rcC Curing :hB tesE progrlh riLl il=,actual ccaE to coarplc,tc Ehc rrcrk, Chargco Sir oaZ ucn cempl:blllsd regarabclT. :
o. anr-ia priee
ion and tht*C cE Cb.
daca o* EhiE
6*19lctoC h6 ttQ,art o!
lJrft|ag :
lile Ehe
aaces vJ,Il bo
co j-n cho II be ihc
?{l0S gorcro mvjbr ldnc. ':l inOOO-St tr
Z. cEEclf,leacio!, teEBg lor cilllq pricc hsc bcen agrccd upon.I
Dt'ogl*fi er|{ tirn i ixei tgier.
tour Fr'/n€EE, f or the |nlcunl oE 13, 9o0. oo cboutrd be [onrarded to:
C.r-A lo,le:aql.J,enrl :9.S. A./t. SloF 9733"n"a Perhwgy In'itr.. Ua 9zao6
FoL'. PutPoaca o! accoune eJ rfiEica biea, piclce :j.ndicatc on l|<ut' Fsyr IOD! NaEtgr Conlrac: No, 45?45t{ -
very
G
Floj
Escl.
F01:.-003.002
DreducE deslga .lE€r lha tig.tl tlxed rub'iecE of a scpa;ata ccrEiEication
i
the obsvc .tnoqnE lo pravidcd.
oncloaerl fo( yourireylcw. re look lorrlrd Eo !,Eg:thg
Ws Answol $/ith Solullons
r-,..r rrkoooz
' Qa-f,so- 3rl
letophcnc; 9.t9.?g!.40CO Fon g.rE Tltt.4ltZo W€Usn* nrr|Usioir Hn|lrtlnrtl rr0
07 /zs/200s TllE 12:01 FAtr .Lg7-qe-1-4q888 rA(*, EPoos
_r!!ueO: Aprtt 21. 1e9B RBUTSED:REPoRT yo. r.3924003
frrrine, Catifointa 92606
slllmu.,utg+^slJs tBlr o
fnE,ernational Approval Services 28.0s Barra-n-"t p.if*;;'
Sulmit,ter:GOLDEN BLOIINT ;4200 $lestgrove Drive Dallas, Texas 7524g
:
Liglee:GOLDEN BI.OT'NT i 4200 l{q5;grove Drtrve Dal1as, Texar TSZqa
GOLDEN BI,OUNT 4?00 t{cgtgrove Dti;rr€DallaE, Texors ?SZ4A
l I
07 /-29 /-29o-jL J{{IB L? :.$ rrr., p-QS$[0ee o SUTMN INSIII.ATING Etl-t* trt!r-rJ-$t I
f,BST l-,A{:r. ooEDooo
IS.9UED: Aprll 2l-, 1998
REVTSED:
REPORT lif,. L,3924003
HoDEfrS COVEIIED
ltiEl,IcArr GAS ASSOcTATToII
Desoratji..e Gas ASrpl.Lnuce3 -Marruf ac Eureta
INPUT
-Ess/gBl-
COLDEN BITOEN':[, 42OO lfetE5fEove Drlvc,
Dal1aa, Texas 7521A
Decoratl.rre Gas ApplianceE for fastallation ln solLd-rr eI Bu:raing
F:Lrcplaces
For Itrc Wibb t{atural Gas
GB-SF3624TVN/G. ..j...-..,...r.. 4E,O0O t'.
;
For Use Ylith ligreefied PeEro]'eugr Gaser
GB-SF3624TV IJIP ...i...
GIOITDEII BITOII!i|II, 4200 WesEg'rovq Drive,
Da11ae, Texas 752+E
Ves,ted Grs Fireplicer
For Use Witlr Natural Ces : Traae Narre: (ilrld.ea B1ount
:..... 48,000
:
GE-SF362{TV-SF N/ct
FoF ltse WiEh Itlqueficd Petroleuu €ased
GB-SF3624Tv-SF t/F 46, 000
Trade l(aue! G<Ideu Bloust
49, 0o0
?',-.
'r..t
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
oil*rru*r oF coMMrJNrt" oruuroil*,
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M02-0149 p( odal
9Ct.c,; a g
Job Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 48 beaver dam rd Applied. . : 07118/2002
Parcel No...: 2l0l07l 13005 Issued . . : 0913012002
ProjectNo ' +(S0\-O0-1 3 Expires. .: 03/29/2003
coNtRAcToR SIIITON TNSI'IJ\TING WEST, INC. 07 /1-8/2OO2 phone: 970-945-L3L3
5398 CR 1s4 #1
GI.,ENWOOD SPRINGS, CO
8L601
License: 219-M
APPr.rCArirr sIIrToN rNsttLATrNG WEST, INC. 07 /]-8/2002 Phone: 970-945-1313
5398 CR 1s4 #1
GLENWOOD SPRINGS, CO
81501
I-,ieense : 2L9 -Nl
OWNER PETRUS MAI.IAGEME!flT CORP O7/L8/2OO2 PhONC:
12377 MERIT DR 17OO
DAIJLAS TX
' 75251
License:
Desciption: install I icon 100 with logset. I sf4224 and 2 cftdra
fireplaces
Valuation: $1 1.050.00
FireDlac€ Infomation: Restricted: Y # of Gas Appliances: 0 # of Gas l-oes: 0 # of Wood Pellet: 0
|****t|t++|t+lt*+*|+**'t***'t****'*|.**.t|++++.}|lt,}'t+*,}t*****|.1****|.
Mechanical-> 5240.00 Restuamnt Plan Review->
Plan Check->
Investigation->
Will Call->
$50 . 00 DRB F€e->
s3.00
So . 00 Total Calculated Fees-> S3 03 . 00
S0. 00 Additional Fees-->$0 .00
S0. 00 TOTAL FEES--> $303 .00 Total Pelmit Fee-> $303 . o0
Payments >
BALANCE DUE__->
$303.00
s0. 00
Item: 05100 BUTLDING DEPARTI{ENT
o7/22/2oo2 JEI4 Action: AP
Iten: 05600 FIRE DEPARTI{EI.IT
CONDITION OF APPROVAL
Cond: 12
(BIJDG.): FIEL,D TNSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
Cond: 22
(BLDG.): CoMBUSTIONAIR IS REQUIRED PER SEC. 701- OF THE 199? I!MC, OR SECTION
?01_ oF THE 1997 rMC.
Cond: 23
(BLDG. ) : INSTAI-,LATION MUST CONFORM TO I4AIIUFACTIIRES II,ISTRUCTIONS AI.ID TO CIIAPTER
10 OF TIIE 1997 I'MC, CHAPTER 10 OF TI{E 1997 IMC.
Cond: 25
(BLDG. ) : GAS APPI-,IANCES SI{ALL BE VENTED ACCORDI}IG TO CIIAPTER I A}ID SHALT
TERMINATE AS SPECTFIED IN SEC.805 OF TIIE 199? I,MC, OR CHAPTER 8 OF TIIE l_997 IMC.
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMETtr MUST COMPLY WITH CHAPTER 3 AIID SEC.1OL? OF
THE 1997 T]MC A}ID CHAPTER 3 OF TI{E 1997 IMC.
Cond: 31
(BI,DG,): BOILERS SHAI,T-, BE MOI'NfED ON FIJooRs OF NONCoMBUSTIBI-,E coNST. UNI.,Ess
LISTED FOR MOI'NTING ON COMBUSTIBIJE FIJOORING.
Cond: 32
t
(BL,DG.): PERMIT,PLANS AND CODE AI{AIJYSIS MUST BE
TO Ar.I INSPECTION REQIJEST.
Cond: 30
(BL,,DG.): DRjATNAGE OF MECHANICAL ROOMS CONIAINING
BOTIJERS SHAT'I-' BE EQUIPPED WITH A FLOOR DRAIN PER
sEcrroN 1004.6 0F THE 1997 IMC.
POSTED IN MECHANICAI, ROOM PRIOR
HEATING OR HOT-WATER SUPPLY
sEc. 1022 0F THE 1997 nMC, OR
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 conect. 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.
RTQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV OFFICE FROM 8:00 AM - 4 PM.
SIGNA OF OWNER CTOR FOR HIMSELF AND OWNEF
*tfllla***alft*tl**'lltaf*ll***+taltaal**lata+fttlt**lflfl||ttl'laa*++taa**lt*tl'la**tat+*+a*t*l
TOWNOFVAIL, COITORADO Stabmeot aaal'|ata++laal*tttaat*t**atat***ttttfft**aaa*+fttt*ftaa**att*ftt*+tif**tt*tt*f+l+tfaa***a**a
gtatenent lilunber: R000003179 Inount: $303.00 O9/3O/2OO2L1:33 AU
PaymertE llettrod: Cbeck Init: LC
lsotat,ion: *1451/ileremy
L,oEez
Permit !to: It{02-0149 T}/t)e: UBCHANICAL PEXMfT ' Parcel No: 210107113005
SiTE Addreee: 84 BEAVER DAII{ RD \TATL
Locat,ion: 48 beaver dam rd
Total Feea! $303.00
Thie Payment: S303.00 Total ALL PmUa: $303.00
Balance: 9O-OO
| * * *atlaf**+ t t*l'i'i'i**:}'}*++f | +f*'i'l*'f*t**'l'l*l} * 'l* +f ++* **t**{' *a**'}* * **+f lft *'}'} *'t* *** * r*a! + ** lt ft*
ACCOTJNT ITEM LIST:
Account Code DescrlDtion Current Pmts
MP OO1OOOO31113OO MECHANICAL PERMIT FEES
PF OO1OOOO31123OO PLAN CHECK FEES
|.,C OO1OOOO31128OO I./ILL CALL INSPECTION FEE
240 .00
60 .00
3.00
o
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TOWN OF VAIL, COLORADOCopy Rcprhted on ltt2-2002 tt 10:41:34 l2hU2O02
State,m€Nrt
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Statenent lilunber: R000003544 Amount: $40.00 L2/L2/2OO2L0:42 AM
Pa)/rnent uetlrod ! Cbeck InLt: LC
Notation: *276olwadel
De.lrelopment
Pernlt No: M02-0149 Tl|I)e: MECIIAilITCaIJ PBRI{IT
Parcel No: 210107113005
SI.IE Addreaa : 84 BEAVER DAIT RD \TAIIJ
L,ocation: 49 beaver ttam rd
Tota1 PeeE: S343.00
Thie Payment: $40.00 Total AIJIJ Pmts: $343.00
Balance: $0.00
ACCOI,JNT ITEM LIST:
Account Code Descri pti on
PN OO1OOOO3153OOO INVESTIGATION FEE (BLDG)
Current Pmts
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NVNWYIL
75 S. Frontage Rd.
Vail, C.obrado 816!t7
ilor BE AccEprED rF tn"o"r.,*R u*srcr{ED
rmit#:
I Permit #:
149 (Inepections)
Permit will not
g:,il551Hn"*n!ilFlGAil
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and
@TTIPLETE VALUATION FOR MECHANICAT PERMIT (I..AbOT & MAICT|A|S)
lbrParel S
o /o7/l
Job*dress: tb &oU, Dor^ RJ
I lCoN too wt Lojiel , / ,Sl=./z-z-q a.
WorkClass: New0O Addition( ) Alteration( ) Repair( ) Other( )
Do€s an EHU exist at this location: Yes ( ) No ( )BoilerLocation: Interior( ) Bterior( ) Ofier( )
Typeof Bldg: Slngle-Pamily(lC) Duplex( ) Muld-famlly( ) Comm€rcid ( ) Retaurant( ) Other( )
No. of Accommodation Units in tiis building:No. of Eristing Dwelling Unb in this building;
Nofl-ype of Fireplaces Prroposed: Gas Appliances ( ) Gas LoSs ( ) Wood/Pellet ( ) Wood Buming (NOT AIIOWED)
Is thb a a wood buming fireplace to an EPA Phase tr device? Yes ( ) No
MECHANICALTt /lOgA.oO
@IITRACTOR 11{ FORITIATION
and Phone #'s;
84.r tst
Town of Vail Reg. No,:
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07/LE/2002 TUE 10:53 FAI 1S03232E0$2
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fhnge vhna *c chqrencc i8 U2D.o Uscs Haailstor SLI100 Scriat cbimrrry cureorrctt*.
todels Availf,ble
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I 1 0 0 lf 5P widc Tremi*m woodbuzi*g frQbcc, heningbonc rcfr*tory
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TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL,CO 81657
970479-2138
tootrr* oF coMMlrNrry or.oiu*r*.
NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
MECHANICALPERMIT PCrMit #: MO2.OOO6
fob Address: 84 BEAVER DAM RD VAIL Status . . . : ISSUED
Location.....: 84 BEAVER DAM ROAD Applied . . : 07/77 /2002
Parcel No...: 2101,07113Q05 Issued . . : 01/25/2002
ProjectNo: Expires..: 07/24/2002
OWNER PETRUS II,I,A}TAGEMENT CORP OL/L7/2002 Phone:
12377 MERIT DR 17OO
DAITITAS TX
7525L
License:
CoNTRACTOR WHITE WATER PLIIMBTNG 0L/t7/2002 phone: 97Q-328-37O8
P.O. BOX 4290
EjAGLE, CO
81531
License: 255 -M
APPIJICAIiIT hIHITE WATER PIJU},|BING OL/L7 /2002 PhONE: 970-328-3708
P.O. BOX 4290
EAGLE, CO
8163 1
License: 255-M
Desciption: RADIANT HEAT HOUSE & SNOVVT\4ELT
Valuation: $63,000.00
Fireplace Inforrution: Restricted: Y
Wood Pelleh * FEE SUMMARY
Mechanical-> 51,250. o0 Restuarant Plan Review->
Plan Check-> 5315. O0 DRB Fee-->
$0.00 Total Calculated Fees-> 91,5?8.00
50.00 AdditionalFe€s->
lnvestigation->
Will Cdl->s3 .00
BALANCE DTJE->
Item: 05100 BUILDING DEPARTMEI{III
oL/25/2oo2 JRJN| Action: Ap
Item: 05600 FIRE DEPARTMEMr
CONDITION OF APPROVAL Cond: 12
(BL,DG.): FIEL,D INSPECTIONS ARE REOUIRED fO CHECK FOR CODE COMPIJIAIICE.
Cor:;d:. 22
(BIJDG.): COMBUSTIONAIR IS REQUIRED PER SEC. 70L OF TIm 199? I]MC, oR SECTION
701. OF THE 1997 rMC.
Cond: 23
(BLDG. ) : INSTAI-,LATION MUST COIIFOR.I''I TO I,IAIIUFACTURES INSTRUCTIONS AIID TO CHAPTER
10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC.
# of Gas Appliances: 0 # of Gas Iogs: 0 # of
$0.00 TOTAL FEES > $1,5?8,00 Total Permit Fee--> 91,578.00
Payments-> $1, 5?8 . 00
90.00
$0. 00
o o
CHAPTER
CIIAPTER
CIIAPTER
Cond: 25
(BLDG.): GAS APPI-,TANCES SHAITIJ BE VEIIIED ACCORDING TO
TERMINATE AS SPBCIFIED IN SEC.8O6 OF TI{E 1997 T'MC, OR
Cond: 29
(BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY 9IITH
THE 1997 uMC AND CIIAPTER 3 OF THE L997 TMC.
Cond: 3L
(BL,DG.): BOILERS SHAIJIT BE MOIINfED ON FLOORS OF NONCOMBUSTIBLE CONST. ITNIJESS
I,ISTED FOR MOTJNTING ON COMBUSTIBI.,E FIJOORTNG.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE AIIAI,YSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQI'EST.
Cond: 30
(BLDG.): DRATNAGE OF MECHANICAIJ ROOMS CONTATNING HEATING OR HOT-WATER SUPPIJY
BOrr-,ERS SHALL BE EQUTPPED 9IITI{ A FLOOR DRAIN PER SEC. t022 OE THE 1997 UMC, OR
sEcrroN 1004.5 0F THE 1997 IMC.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an
acflrrate 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 zoninf
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY OR AT OUR OFFICE FROM 8:00 AM - 5
PM.
ORCONTRA FOR HIMSELF AND OWNEF
8 AND SIIAI.,L
8 OF TTIE 1997 IMC.
3 AIiID S8C.1017 0F
o
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TOWNOFVAIL, COLORADO Statement +++*aara*lfaararaaa*+*aarat*a+*+rarar++f+tttta*a*+t+r+ra+at+a*rrafarf+a*t*ta**+a+*taa*rt+a**
Statenent l{urdber: ROOOOOlg23 Atnount: $1,Szg.OO OL/25/200202247 IgM,
Palment Method: Check Init: dIAR
Notation: 9945
PermLt No: M02-0005 Tlpe: UECHANICAL PERllrIT
Parcel No: 210107113005
Sit,e Address: 84 BTAVER DAItt RD VAIL
. Location: 84 BEAVER DAIr{ ROAD
. Total Fees: SX, 578 . 00
ThiB Palment: $1,5?8.00 Total AIJL ttnts: 91,579.00
Balance: $0.00
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ACCOI.JNTITEM LIST:
Account Code Descri pti on Cunrent Pmts
MP OOlOOOO3lll3OO MICHANICAL PERHIT FEES I.25O.OO
PF 00100003112300 PLAN CHECK FEES 315.00
I,lc 00100003112800 r./tLL CALL INSPECTI0N FEE 3.00
7y<
Tf5?$iro"tmtm
gt o - 47 g -2r4s lrnspeci6i g--
NVN0FVUL
75 S. Frontage Rd.
Vail, Colorado 81657
Permit will not be accepted without the following:
Provide Mechanical Room Layout drawn to scale to indude:
tr
tr
tr
tr
tr
Mechanicel Roqn Dinsions
ffi:r
and Location
e- fnt f GJftllze ryf t-oca
at lGs
uipJent
CONTRACTOR INFORMATION
Town of Vail Req. No.:2ts /4
MECHANICAL: $
# (Required if no bldg. permit # is
WorkClass: New${ Addition( ) Altention( ) Repair( ) Other( )
Does an EHU exist at this location: Yes ffi No ( )Boiler Location: Interior (
TypeofBldg:Single-family($ Duplex( ) Mutti-family( ) Commercial ( ) Restaurant( )Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Noflype of Fireplaces Proposed: Gas Appliances @) Cas LoSs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a to an EPA Phase II device? Yes ( ) No( )
VATUATION FOR M
Asressrs Offtce at 97O-3,
Labor & Materials
Contact for Patel #
F: /everyone/f orma/ mcchperm
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Outstanding features that make the G234X and G334X Series
investmenfs that pay off:
(
Manufactured from high
grade cast iron under
strict quality control, the
G234X and G334X will
provide durability with
efficiencv.
Model Features:
U G2j+x-packaged lniler'.
tr AI'UE Ratings over 84ol0.
E Attractive ancl compact <[r:;ign.
fl G334X has two-stage firir ,q
capability.
fl All rnodels inclucle 30 l']Sl relief
valve, drain and l'&T gar,. ge.
Service Features:
f,l Stanclard non-combustibl,' base.
fl Approvecl for 2" side clea,ance to
combustibles.
tr Quick disconnect couplinq fbr easy
burner removal.
D All rear tappings for clean. finished
appeafanc:e.
E Plug-in connection for verrt damper
on G234X.
Delivery and Packing:
fl tsoiler sizes 3fl to 64
Units coml'letely assembk I jack,'t
installed.
r_l Iloiler sizcs 73 to 132
Sections, Irurnels, and contr',rls asse
bled; Dralt diverter and insulated jacket
panel packaged scparately.
fl Vent Dampcr sold separately on
larger moclels.
Sbipneflt of hilen up to nodel (t4 uitbirt
tbe U.S.A. irrclude standar"d uent dantper
lo ntcct DOE rcquiranter s.
Buderus G234X and G334X Series boilers sef new
sfandards for service, quality, and efficiency.
Models 73 through ,|32
come with 2 bumer
assemllies,and 2 gas
trains, allowing step firing.
1. Drafi hood with integral diverter for dilution of flue gases'
2. Bdler sections: llexible cast iron with contoured fins'
3. Deluxe blue enameled insulated boiler iacket
4. Stainless steel premix bumers wih high reliability'
5. Optional Ecomatic control for beller comlort and fuel economy'
6. Gas valw with intemittent ignition.
Standard Boiler Features:
g Manufactured by Buderus, worlcl's
leacler in cast iron b<>iler design and
production.
tr Flexible GL-180M cast iron, designed
to resist thermal shock for long life'
tr High silicone cast iron surface for
excellent corrosion resistance'
tr Fligh plecision castings with steel push
nipples.
E Staggered contoured lins tbr optimum
heal-tlansfcr and efficient operation'
E Deluxe, heaq'-gauge, blue enameled
jacket.
tr Full 3" thcmral insulation for minimal
standby losses.
g Integral chaft cliverter fbr low profile'
U All U.S. manuf'actured Iloneywell
Controls.
A.G.A. Certified lor
Nalural and
Propane Gas
Tested fof 58 lbs.
ASME Working
Pressure
C.G.A. Certilied for
Nalural and
Propane Gas
Stainless Steel Premixed Burners:
O Low emissions with Premixed Burner Technology
fl Factory tested for natural gas operation'
E All models easily converted to propane'
D Complete burner tray is easily removed'
E Durable, quiet and designed for long life.
G234X and G334X Series
Fio. 1 Rear View Fig. 2 Side View
H Iloor
(clo8€d)
min. 2'
Allow 33'acceaa
foi sorvlclng
'The Net l-B-R Ratings are based on a piping allowance of 1.15. Consult factory before selecting
a boilerforinstallation having unusual piping and pick-up requirements such as exposed piping.
t AFUE Ratings apply only to boilers with an AGA input below 300,000 Btu/hr.
Buderus 16 lndustrialWay. Salem, NH 03079
Fig. 3 Fronl View Fig. 4 Top View
(lllustrating closel installation)
Subiect lo alterations viirlDut notice.
BHSG234X/G33I 8R.2 1/00
53/1'(11/2.) --
2222"222
Dimensions in brackets apply to G334X models. Relief valve installed on supply header.
Series G234X
Model 38 45 55 64 73 92 116 132
AGA Input MBH 160 187 228 266 301 378 476 542
DOE Heating Capacity/
Gross Output MBH 130 154 188 215 249 314 396 451
Net l-B-R Rating'MBH 't13 134 163 190 217 273 344 392
AFUEtiCombustion Efi.Yo 84.3 84.1 84.8 84.3 83.5 82.9 83.8 83.2
Boiler Height H lnches 381t2 381t2 381t2 381t2 4Q3t4 403t4 403t4 403t4
widrh A Inches 253t4 253t4 29 323t4 343t4 413t4 483t4 56
Weight Lbs.487 487 562 684 758 930 1093 1265
Flue Diameter lnches 7 7 7 8 8 I 10 10
Water Content Gallons 6.1 6.1 7.1 8.2 9.2 11.4 13.5 15.6
Gas Connection lnches NPT 3n 3tc 4q 4q 11t4 t 1t4 11t4 j 1t4
Flow Resistance
at 20'FAT
Inches W.C.16.1 22.1 25.3 28.9 32j 44.1 54.2 611.2
HYI}RONIC SYSTEMS fr,HiffiTlJ?3:'
f ax: (603) 8e8' 1 05sa
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TOWNOFVAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970479-2138
#oorrr* oF coMMUNrry or*ilo**
NOTE: THIS PERMIT MUST BE POSTED ON IOBSITE AT ALL TIMES
PLLIMBING PERMT Permit #: P02-0003
Job Address: 84 BEAVER DAM RD VAIL Starus . . . : IASLIED
Location.....: 84 BEAVER DAM RD Applied . . : 01/17/2002
Parcel No...: 210107113005 Issued . . : 01,/25/2002 ProjectNo: Expires..: 07/24/2002
o9{NER PETRUS MANAGEMENT CORP 0L/L7/2O02 phone:
1237? MERIT DR 17OO
DALI.,AS TX
7525L
I-,icense :
CONTRACTOR WHTTE WATER PLI'MBING & HEATIOI/L7/2002 PhONC: 970-328.3708
P O BOX 4290
EAGIJE, CO
81531
l,icense : l- 04 -P
APPLICAI{TT WHITE WATER PI-,I]MBING & HEATIOI/!7/2002 PhONE: 970.328-3708
P O BOX 4290
EAGLE, CO
81631
License: 104-P
Desciption: PLUMBING FOR NSFR
Valuation: $48,000.00
Fireplace lnformation: Restricted: ??f of Gas Appliances: ?? # of Gas Logs: ?? # of
Wood Pallet 'r"*'r* FEE SUMMARY
Plumbing-> S?20 - o0 Restuarant Plan Review->
Plan Cherck_> Stgo . 00 DRB Fee.->
50.00 Total Calculated Fees-> S9o3 . o0
S0 . 00 Additional Fees-->s0. 00
lnvestigation->
will call->
BALAAICE DUE->s0. 0o
Item: 05100 BUIL,DING DEPARTMEIflI
1L/25/2OO2 JRM Action: AP
Itern: 05500 FIRE DEPARTMENT
CONDITION OF APPROVAL Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPIJIANCE.
DECLARATIONS
I hereby acknowledge that I have read ttris application filled out in full the inforrration required, completed an
accnrate plot plan, and state that all the information as required is correct. I agree to comply with the information and
SO. 00 TOTAI, FEES---> 5903 . 00 Total Permit Fee-> 5903 - 0O
$3-00 Paynents-> 5903.00
, "ll ro*o otr*"", and state laws, and to build,rr0tru**" accprdins I plo! darr to conrply with
"n
forno otr r,""" and state laws, and to build rlrttru**" accordirg to the towns zoning
and suHivisioncod€s, design review approve4 Uniforrr BufldingCode and other ordinances of the Townapplicable
thereto.
REQTJEIS FOR INSPECTION SHAII BE MADE TWENTY-FOUR IIOIJRS IN ADVAI{CE SY
PlvL
OR AT OT R OFFICE FROME{I) AM -5
aal*at*lalaa*la**lalatatla*aaa*l*aa*l|taaataaa*fttaaaaaaa+*t+a**afa*aattf*a**aaataaat+*aaa++l
TOWNOFVAIL, COLORADO Strt€mc,trr atll tltta**a*!a llat**t | * a*latlllal l aa{ratftattt tfttt ltta ta*ttt* t aa+ aa* tt*ttataafaaat t9*+f*+ +*a
statement, Nunber ! R000001924 Alnourlt: $903.00 oL/25/2oo2o2:48 pM
Palment Method: Check InLt: iIAR
NotaEion! 9945
Permit l[o: PO2-0003 T14te: PLITMBING PERUIT
Parcel No: 210107113005
SiIe AddresE: 84 BEAVER DjAII{ RD VAIL
LocatLon: 84 BEA\IER DAl4 RD
rotar !.ees; g9o3.oo
Thie Payment: $903.00 Total AL.L EntE: $903.00
. BaLance: 90.00
**aaa * **r * I +lt* l+* *af***** +* | rla* * al *aa* *t tt rtta * | ** a*tr*a t+t* *t**a* + ++atraat+ +*a*a tt*+** ***
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
PF 00100003112300 PLAN CHECK FEES 180.00
PP OO1OOOO31112OO PLUI.IBING PERMIT FEES 72O.OO
I.JC OO1OOOO31128OO }JILL CALL INSPECTION FEE 3.OO
Building Permit #:
Plumbinq Permit #:
IJJ,WIiOPYAIL
75 5. Frontage Rd.
Vail, Golorado 81657
COMPLETE VALUATION PLUMBING PERMIT (Labor & Materials)
eluuBlrrrc: g/f,z oo
Conbd Office at 970-328-8640 orvisit forParcel #
..1 ,a nonane:Vl),-*rr4t M nneaares:gy' {ftuM/}-#
Legal Description totr6 aroc( /Filing:Subdivision: 4h1/
Owners Name:7Ql4fiF Adclress:Phone:
Engineer: I Address:Phone:*"wT%b
WorkClass: r.rewld Addition( ) Alteration( ) Repair( ) fther( )
Type of Bldg.: Single.family ffi Duptex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Unils in this building:No. of Accommodation Units in this building:
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No 0
* * i * | i t * * * * * * * * i * * * i * * * * t * * * i * * * * *
'!
i i * r FOR OFFICE USE ONLY******irt*ri*i****il****ri*t***r***!r**
RE0'D JAN L6 ?OO2
F/e\renlone/fu rmgpl mbperm
P
AUG-26-2002 lloN 09:19 Ail Nl,lCCoG FAI{ NO.1208 970408 o P. 0t
P. oL
-*----L -'-:_
TIT APPLICATION
Perrnit #Appliertion #
.Iob .4ddres.s:
Legal Dcscr:
Oyner:
Vniling
Phone #:
Addrcss;
Elcvator Contral
ii,'JlTi,t{mf
Cl:trr of Work:
Dcscribe Wor
NOrtcE
I hrtby ccnily thirr I h.rva rcrd :ad cxamincd rhi*
:t!'t lidlio4 lnd kosrl. thc S.!ne rA hc Eu,: llld Bonccl All
Pr0visiotrs of larv: und oidi;rurccs goycr0;ng this ppp e1
s'o* ryill bc r..ontplic4 rviy'r whcrhcr specilicLh"rcin oi n,rr.
Tcc.lranting ol'l ptmli; doct not prcrumc to givr nulhurity
ro riolars or.catlccl Oc plor.isions u[lny nthcr r:ap n1 ;64 htr rcgrtlating coc.srrucrjc,n or trc pcrfurmuitce o!
Or,!t.f:0,000.00 0f r:luaticn - S:.-rtt.g0 !ius SJ.00 tor
, 4 ctth Sl,00O.0t) nr frftrion thL.r!.ot'ovcr s30,0(rtl.00
Ao(
!1 J03.<u_tEn4ttIoN-EEES,
Fc;s (or m{or ult;nrtirrnl shrlt be ls 5ct forth io I'rbls 3-A al'
th. Lhi[o'In Adtnlrisrnr:irc Cndc or l.rblc trb, t -n of r]rc
L'crforar Buil<liag Corj*
V.{LUATION __I,Qt oo
Totrl Fcc
['d,a-o]
----.
/e?b./at
-
Srgalutrc of rrrnrer (l)n.)
Drte l'rid
rtvirw or.d fcld idlr.stiotr! r'itt Irs sgltdrcr!d
Phot wilt be forrrardrd to N\YCCOG for rcvicrv
NlVggqC Eter'3rror Inspcc(or rl (g?0) r69-019;
N F Ir]lISrAI.LgtQ|li_F.[_E s :.
PrrrErrg(r or llGigbtclwetoa, c!cthlor. noving walk:
Up ttt atuJ includirg 550.000.00 of valuuion - j]50,00
o,,:r Sj0.000,00 $f sturrion - Stj0.00 plus 56.00 for
trch S l'.C00-00 or fnction therculovcr 550.tJ00-{t0
Dustbwlircr or gririllc rcri.ltnqt tl!.t iklr:
L p to and includiag 510,0ff.00 or'r.dutrion . S150.(t0
Reccipt f
l'!rv.rlrrr Jrlrro
Govcrrltnentt.
qentgcling lhc
liwccoc;.
D! tDt i\arlftlvctt Colorodo Council Ot
t|ld rpprorll Schrduls inspcctionr by
r 108. Plc:tsc nr.rkc chrch.r plytDlc to
or iruihJrirrd !g..rlt (Usrc)
*" *,G- RECHIVED
M"F*J=%u. Artlzz:zoD?
Plun Rcvhw,(flprrrvcrt by; D;rle:
-NWCCOG
}lo.2il3 P. 4 Aug.23. 2002 l0:27Alr{T|1YSSEI]KRUPP ELEVATOR
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Tugry, June Of. 200tll E:0041
Cf,ckrcf, Cilbtifi
ITS Dircctoly of Ll$ed Prcducb
ll5O|wyd
UdProd.E..
Open lhb and go to'DlrEctory ot Usbd products Sefldl.-<*+zz-1
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Rick Payne, Director, Elewtor Inspection Program
970-468-0295 ext 108 or elelator@nwc.cog.co.us
V/a'aa
To:
Frcm:
Dab:
Proiect Name, /srr^,/horon.-/
tr
N
Elevator Plan Review
Elevator Test and Inspection - /
'Pryl*u/)qbto Location "2rT Zi jiase
Permit Number /0d6.e d-a{f
tr
V
Elevator Type tAa >hss
tr The plans have been reviewed and found to conform to all applicable ANSI t7.t and
UBC codes
tr The elevatori Wr atthe above location was inspecbd and
tested on 7lA- N anda:
tr
Comments:
TEMPORARY Certificate has been issued.
EINAL Inspection Certificate has been issued.
NO certificab is being isstcd.
Signaturc
Northwest Colorado Council ot Governments o PO Box 2308 r Silverthome + @ r 80498
970-468-0295 r Fax970-468-1208 . www.nvta.coo.co.us
Boyle Engineering, Inc.
143 E. Meadow Drivc. Suite 390
Vail, Colorado 81657
303 I 47 6-2t7 0 F AX 303 | 47 64383
May22,2003
Charlie Davis
TOWN OF VAIL BT]ILDING DEPT.
75 S. Frontrge Road West
Vail. Colorado 81657
Subject: Gazebo Sruchre
Petrus Residence
84 Beaver Dam Road
Vail, Colorado
9o[ - o2>8
fi+W " s:M'os
Dear Charlie:
This is to confirm that I have made a final framing inspection of the above noted structure at the Petrus Residence . I
have determined that the framing for this building conforms to all local and Uniform Building Code requirements
for construction in the Town of Vail.
I hereby approve
comments on this
of this framing as constructed. Please give me a call if you have any further questions or
fi{lt$D
Timoihy
Fro.n: Tim Boyb To: Chatle Davis tlate: grl(yiloo2 Imc: 9:25:08 PagB 3 of 3
?sotrz ?41'-Y
-.as7 ,t'- g ?l'-1.3 'r^i.ll'tl l$q 6NT.
AIrt t
A"ortU (NAIU'- t,6tT* #+q24o-c.
v4LTlaL +#o'wPi-w*tl@
I b 't o-c-.. Hofatzo^I,rl\L
STONE VENEER
A"AHIC'KCONC. \VA-L
xt,?ffi*@aP(
lotl
STLAN6LEWTED
TO CONC.
6-rHtcK@Nc.
9IAB
coNc. F-rG.w
2- fi5 B,Are,HOAZ.
DR/AIN.
SEEWIISRErcRT
30bu
",f,';&hY,ffi{ flfr",W,9 lo, ?_. - eretl UAY GAZESO 9TR.UCIURA{. 9ECT]ON
Kt'''r#
1/4" - 1- O
PETRUS MGMT.
LOT 2E BLOCK 7
84 EEAVER DAM RD.
VAIL, COLORADO
Oat e tg. Or- B *lra.-..EC-L ?ah-hCff||6 alL& b *o,.a.6
9/06/02
From: liq Boyh To: Cf|a le Orvig Oate: 5r16/aD2 Timq 11:2.1:q)
Boylc Enginccring, Inc.
143 E. Mcados Drive, Suir 390
Vail, Colqado E1657
303t47 62170 FAX 303/476,4383
Mzy 16,20/Jf1
Cherlie Devic
TOWN OI' VAIL BTJILDING DEPT.
75S. hontegeRoed ltect
Vril, Colorrdo t1657
Subject Gazebo Structuc
Pems Residence
84 Baavcr Dam Road
Vail Colc-ado
Dcar Charlie:
This i&to conftrm thst I arn aware of thc grzcbo stsuctur to bc buih o[ thc ptopcfiy of thc Petrus Managentnt
Rcsidcnce m Boaver Dm Rord. Altlrouglr I have not pcrfomrd a stsr|ctunl dcrtn of thie building, it is my
udcrsanding that Wadcl Derrcloprrat will build this pzcbo according to tlrc 1997 Uniform Building Co& and all
local code requiremelb. Furftrrrmre, I have been usud that tlft ttnrctre wi[ be built tccotdiug !o acceptable
good practice for constttctiou in lhis erca-
Since I will bc perfomdng a fraal Faubg iup€ction of thir building and have tlre opportunity to order
nndificetitns to thc sarc that I I rm corofortablc vi0r tlre hrildcr procccdiog with cortnrctiotr of
the shrtufe. Plcase give any gues[ons or comts on this metbr.
Atrl o PagE 2 ot 2
5' ^:l:;.':ad * 0 ''il;o
tr;;ni$
DAILY DIARY
PROJECT: Lot28, Block 7, Vail Village
Wadel Development, LLC cc:
P.O. Box 145
Eagle, CO 81631
Attn: Warren Laurenson
Perot Systems, Inc.
12377 Merit Drive, Suite 700
Dallas, Texas 75251
Attn: Ross Perot
DATE: llll - lll2rl0l
Town of Vail Building Dept.
75 South Frontage
Vail, CO 81657
Attn: Charlie Davis
Job No. 401047
11/05/01 - HP Geotech visited the site on 11/05/01 to meet with Warren Laurenson of
wadel Development and Dow oaks with Big Dog Excavating to discuss the footing
subgrade at the 50' and 54' BOF levels. The footing subgrade for the norttr portion of
the east 54' BoF level along the east excavation side slope was frozen to a depth of
about 6 inches. The garage east-west trending footing subgrade at the 50' BoF level
overlies about 4 feet of soft to medium stiff silty clay. During our site visit, weep holes
were being drilled through the shotcrete on the upper excavation face. The uppei level
perimeter drain will be installed through the south foundation wall since the foundation
is gtepped. The pipe will be placed through the void under the foundation wall at the
mechanical room. From the mechanical room, the drain pipe will be connected to the
west perimeter drain. HP Geotech recommended that that the frozen ground be thawed
with ground heaters prior to pouring concrete for footings and the silty clay be removed
and replaced with a granular backfill. Big Dog,Excavating will use 374-inch gravel for
the backfill material and will put a ground heater on the frozen subgrade. nig nog
Excavating will notify HP Geotech when further foundation observitions are needed.
1110610l - HP Geotech visited the site on r0t22lo1 to meet with Dow oaks of Big Dog
Excavating and observe the footing subgrade for the northportion ofthe east 54' BOF
level along the east excavation side slope. Ground heaters had completely thawed the
subgrade. No soft areas were observed and the concrete footing form work was in-place. It is HP Geotech's opinion that the bearing soils are at an adequate temperature
for placement of concrete. Big Dog Excavating will notiff Hp Geotech when further
foundation observations are needed.
llll3l0l - HP Geotech visited the site on I l/13/01 to meet with Wanen Laurenson of
wadel Development and Dow oaks with Big Dog Excavating to discuss ttre footing
subgrade at the northwest corner of the Eat?lge at the 50' BdF level. Big Dog excaiated
a pit so that the zubsoils could be observed below the footing grade. The garage
footing subgrade Ievlerlies about 3 to 4 teet ot sott to t O $lu srrry cray'
nelow tne clay, hard bedrock was observed. Free water was observed seeping into the
pit at about 2 feet below the 50' BOF level. HP Geotech recommended that the silty
ctay Ue removed to bedrock and replaced with a granular backfill or use a lean concrete
RU. Wadet Development will use a lean concrete fill. It was observed that the existing
garage west wall footing at the northwest corner overlies a portion of the silty clay soil'
HP Geotech recommended removing this material and placing concrete in the
overexcavation. Big Dog Excavating will notify HP Geotech when further foundation
observations are needed.
tLll4tl'l- - HP Geotech visited the site on 11/14/01 to meet with Wanen Laurenson of
Wadel Development and Dow Oaks with Big Dog Excavating and to observe the
concrete fill at the northwest corner of the garage at the 50' BOF level. Big Dog
Excavating removed the soft to medium stiff silty clay at the garage northwest corner
and along the garage north wall footing footprint. Concrete (4,000 psi compressive
strength) was poured into the overexcavation. The concrete block is about 15 feet long
and about 6 feet wide. East ofthe concrete block, the unsritable soils underlying the
remaining garage north wall footing footprint were removed to bedrock. The
overexcavation extends about 3 feet beyond the edge of proposed footing. During our
site visit, structural fill was being placed in the overexcavation. The structural fill
, consists of 3/4-inch gravel placed in 6 inch thick compacted lifls. The gravel was
compacted to a relatively dense state with a hand operated walk behind plate
compactor. Big Dog Eicavating wilt notif HP Geotech when further foundation
observations are needed.
lll2ll0l- HP Geotech visited the site on 1ll21l01 to meet with Dow Oaks with Big
Dog Excavating and observe the footing subgrade for the elevator shaft. The bottom of
the excavation consisted ofbedrock. loose rock and soil and water were observed at
the bottom of the excavation. HP Geotech recommended that the loose soil and rock
and water be removed prior to pouring the concrete footing. Big Dog Excavating will
notify HP Geotech when further foundation observations are needed.
Reviewed By: Hepworth - Pawlak Geotechnical
DAILY DIARY
PRO.IECT: Lof2f., Block 7, Vail Vitlage
IVadel Development, LLC
P.O. Box 145
Eagle, CO 81631
Attn: Wanen Laurenson
Perot Systems, Inc.
12377 MLent llrive, Suite 7fi)
I)allas, Texas 75251
Attn: Ross Perot
Hepwtrllh-Pawlak Geotechnical, Inc.
P.O. Drawer 1887
Silverthorne, Colorado 8049E
Phone: 970-,168- 1989
Fax: 970-468-5891
hpgeo4@hpgmtech.com
DAIE: l0lt - l0l3ll0l
Town of Vail Building Dept.
75 South Frontage
Vail, CO 81657
Attn: Charlie Davis
Job No. &L04il
10/f)4/01 - HP Geotech visited the site on l0lMl0l to observe the footing subgrade
along the east, south and west perimeters of Area 4 - 54' and 56' BOF levels.
Concrete footing form work was in-place along the perimeter. The footing subgrade
consists of compacted washed 3/4-inch gnvel. The gravel was compacted to a
relatively dense state with a hand operated walk behind plate compactor. Where the
54' level steps to 56' level, we observed loose desiccated soil. Since our last visit to
the site, the top of washed gravel was lowered about 1 foot in the 54' level to match tle
curent grade. Subsequently, the gravel does not need to be laterally restraind and
there is no risk sf undsrmining the footings due to raveling as reported in our daily
diary for site visit on 09/28/01. Dow Oaks with Big Dog Excavating was notifid of
our observations and we recommended that the loose soil be removed prior to the
concrete pour. Big Dog Excavating will notify HP Geot€ch when further foundation
observations are needed.
l0lZ2l0l - HP Geotech visited the site on l0l22lol to meet with Dow Oals of Big Dog
Excavating and observe the footing subgrade in the west portion ofthe excavation
along the south excavation side slope Areas 2A and 2B - 70' atd74' BOF levels,
respectively, and Area 3 - 78'BOF level. Concrete footing form work was in-place
along Areas 2A and 2B and the footing subgrade consists ofcompacted washed 3/4-
inch gravel about 4 inches thick. The gravel was compacted to a relatively dense state
with a hand operated walk behind plate compactor. A probe rod could be pushed into
the subgrade no more than about 4 to 6 inches. The washed gravel was placed on top ofa
silty sandy gravel with cobbles. The footing level above the upper excavation (Area 3 -
78'BOF level) was over excavated about 4 feet below subgrade. The soils exposed
consist of a moist slightly clayey sandy silt. A probe rod could be easi$ pushed into the
silt to a depth up to one foot. HP Geotech recomnrended that the sift be removed if this
level was going to be used as footing subgrade. However, Dow Oaks said that the
footings would be placed about 4 feet higher than the bottom of the over excavation HP
Geotech r"o-*"na"Jt a geotextile be placed over the ,itt uo?r""t of compacted
bacldll be placed. Some settlement should be expected. Big Dog Excavating will
noti$/ HP Geotech when further foundation observations are needed.
rclWU - HP Geotech visited the site on l0l29l0l to meet with Dow Oaks of Big Dog
Excavating and observe the footing subgrade for the north portion of the east lower
level wall footing along the east excavation side slope. An underdrain exists adjacent
to the east excavation side slope. Underdrain gravel consists of washed 3/4-inch
gravel. The gravel was relatively loose at the surface and should be compacted with a
vibratory plate compactor. In the subject footing area, about I to 2 feet of soft to
medium stiff clayey silt was removed down to bedrock and replaced with a compacted
silty gravelly sand. Generally the fill is about I foot thick exc@t in the southwest
corner of the over excavation where about 2 feet of clayey silt was removed. The
backfill was placed in 6 inch thick loose lifu and compacted with a hand operated
jumping jack plate compactor. A probe rod could be pushed into the subgrade no more
than about 1 to 3 inches. We recommend that the footing sublrade surface be
recompacted with a larger compactor. Dow Oaks said that the final subgrade surface
would be recompacted with a large walk behind compactor and that the underdrain
gravel zurface would be compacted with a vibratory plate compactor. Big Dog
Excavating will notiff HP Geotech when further foundation observations are needed.
Reviewed By: Hepworth - Fawlak Geotechnical
PROJECT: I-oit28, Block 7, Vail Village
\iladel Development, LLC
P.O. Box 145
Eagle, CO 81631
Attn: \ilenen Laurenson
Perot Systems, Inc.
12377lil,fierft Drive, Suite 7fi)
Dallas, Texas 75251
Attn: Ross Perot
n"pt.r"wluk ceotechnicat, tnc.
P.O. Drawer 1887
Silverthorne, Colorado E049E
Phone: 970-468-1989
Fax: 970-468.5891
hpgeo4@hpgeotech.com
DATE: 09ll - Wl30l0l
cc: Town of Vail Building Dept.
75 South Frontage
Vail, CO 81657
Attn: Charlie Davis
JobNo. qlMT
DNLY DIARY
Wl20l0l - HP Geotech visited the site on09.l20l0l to meet with Warren Iaurenson of
Wadel Development and Dow Oaks with Big Dog Excavating to discuss the
underdrains. Water seepage was observed at the bottom of the excavation (Area 4 - 54'
and 56' BOF levels) which was complelely excavated along the east, south, and west
excavation face. The excavation face was stabilized with a soil nail and steel reinforced
strotcrete system. Geocomposite strip drains were placed behind the shorcrete. Big
Dog Excavating will install the underdrains in accordance with the subsoil study re,port.
The underdrain system should consist ofa perforated drainpipe placed in the bottom of
the wall baclfill surrounded above the invert level with free{raining granular material.
Based on our observations and experience in the area, the drain should be placed at
each level of excavation and at least 2 feet below the lowest adjacent finished grade
(slab-on-grade) and sloped at a minimum L% to a suitable gravity outlet. Big Dog
Excavating will use washed 314-inch gravel and perforated 4-inch diameter T'"e PSM
SDR 35 PVC sewer pipe in the underdrain system. The sewer pipe perforations are
5/8-inch diameter wittr tr*,o perforations per about I fmt of pipe length. The
perforations are oriented no more than 120 degrees apart. The sewer pipe should be
insalled with perforations placed in the down direction. HP Geotech concurred that
the gravel and pipe are suitable for use in the underdrain system. Big Dog Excavating
will bring in a rock hammer to cut the drain into the bedrock in Area 4. Wadel
Development requested that HP Geotech make a sile visit on@12510l.
WlzSlOl - HP Geotech visited the site onBl25l0l to meet with Joe Perry and Dow
Oal6 with Big Dog Excavating to discus the underdrain installation in Area 4. The
underdrain was installed at the toe of the Area 4 excavation along the east, south and
west sides. The southeast corner of the excavation is the high point or divide for the
underdrain system in fuea 4. The.Area 4 east perimeter underdrain is incomplete and
terminates into a temporary sump. The Area 4 south perimeter underdrain connects to
the west perimeter underdrain at the southwest corner. The west perimeter underdrain
terminate.s at the east edge of the proposed building footprint. A pit was excavated
along the south underdrain system to obsene the installation. We observed that the
underdrain system top of pipe was installed at least 2 feet below the lowest adjacent
fmting grade and sl@ at a minimum 1% to tempomry suitable gravity outl€ts. The
underdrain system consists of two perforated 4-inch diameter T)"e PSM SDR 35 PVC
sewer pipes placed side by side and wrapped with a Mrafi l40N geotextile. Tlte
perforations are placed downward. The pipe was bedded in a washed 3/4-inch gravel
and cove,red with a minimum of 2 feet of wastred 3/4-inch gravel over the top of pipe.
The gravel was comlncted with a hand o,perated walk behind compactor. The
underdnin system was constructed in general accordance with the underdrain
recommendations presented in our subsoil study r@ort.
The Area 4 laterd underdrains were discussed with Big Dog Excavating. Three north-
south tending laterals will be instaled. The laterals should not be insalled within a
distance from the footing equal to the depth of underdrain trench below the fmting.
The laterals strould not be connected !o the Area 4 south perimeter underdrain. The
Arca 4 56' BOF level lateral will be sloped a minimum of t% to the north and be
connocted to a east-west trending lateral which will tie into the Area 4 east perimeter
underdrain system. The Area 4 54' BOF level laterals will be sloped a minimum of
1% to the north and be connected to a east-west trending lateral which will tie into the
Area 4 west perimeter underdrain system.
HP Geot€ch recommended that mud and soft soils encountered in Arca 4 be removed
and replaced with structural fill under footing areas. The fill strould ext€nd beyond the
footing edges a distance equal !o at least the depth of fill below the footing. Big Dog
Excavating will use washed 3/4-inch gnvel for stucturd fiU. In addition, HP Geotech
recommended that weep holes be installed thru the dtorcre@ on the upper excavation
slope to prwent the buildup of hydrosatic pressue since no drains were installed
behind the strotcrete. Big Dog Excavating requested that HP Geot€ch make a site visit
on@128101.
O9l28l0l - IIP Geot€ch visited the site on 09/28/01 !o observe the compacted structural
fill along the south and west perimeters of Area 4. The mud and wet soft soils were
removed in the vicinity of the Area 4 south and west perimeter fmting fmlprint and
re,placed with structural fill. The structural fill is generally about 1 fmt thick and
consists of compacted washed 3/4-inch gravel. The gravel was compacted to a
relatively dense stiale with a hand operated walk behind plate compactor. Dow Oals
with Big Dog Excavating was notified of our obsenations and we recommended that
the gravel be latsra[y restrained as there is a risk of undermining the fmtings due to
raveling. Big Dog Excavating will notify HP Geotech when further foundation
observations are needed.
Reviewed By: Ilepworth - Pawlak G€otechnical
PRoJECT: r,ot 28' Block 7, veil villegc
Bot_ o ,'To
: 08t22' 0Eftl/01
cLrENr: y.3.1,?fll3pmcnrlrf fJt -"6ig PEretls
Erglc CO tl6r
n"pro*-r","t"kGeotechnical,Inc.
P.O. Drawer lt87
Silverthorne, Colorado 8(X98
Phone: 90-46E-1989
Fax: 970-46E-5E91
hpgeo4@hpgeotech.com
DAILYDIARY
Attn : lYerrcn Lrurcnson JOBNO.401047
Otn2nl - HP Geotech visited the site on08122101 to observe the orcavation and footing
srbgnde. At the time of our site visit, the upper s<cavation was partially completed.
The depth ofthe excavation ranged from about 0 to 12 feet below the adjacent ground
surfsce. The slope of the orcavation was nearly vertical and covered with chain link
fence which had been slrotcreted. No seepage was observed in the excavation. Footing
srbgrade was exposed in an area adjacent to the east orcavation sideslope (Area 1 - 67'
bottom of footing (BOF) lwel) and in the west portion of the qrcavation along the south
encavation sideslope (Areas 2A and 29 - 70'and 74'BOF levels, respectively). The soils
o<posed in Areas I and 2A consisted of relatively dense moist silty sandy gravel. The
soils exposed in Area 28 consisted of very moist to wet soft clayey silt. Two boulders
greater than 2 feet in diameter were exposed in the bottom of the excavation in Area 28.
A probe rod could be easily pustred into the clayey silt to a depth up to 1.5 feet. Warren
Laurenson of Wadel Development and John Perkins of JMP Architects were on-site and
were notified of the observations and recommendations. HP Geotech recommended that
footing and slab srbgrades be compacted prior to con$ructing concrete form work. In
additioq the boulders and wet soft clayey silt slrould be removed and replaced with a
compacted granular fill. Wadel Dwelopment requested that HP Geotech make a site
visit on 08124101.
D$n4nt - HP Geotech visited the site on 0E/24l01 to observe the e,rcavation and footing
srbgrade. At thc tfurrc of our site visit, the upper e:<cavation was similar to that observed
on08l22l0l orcept thet the middle portion of the upper o<cavation was nearly completed.
No seepage was observed in the encavation. The footittg level above the upper
excavation (Area 3 - 78'BOF lwel) was completed and the zubgrade soils orposed
consisted of 2 to 4 feet of loose to medium dense moist slightly clayey sandy silt. A
probe rod could be easily puslred into the silt to a depth up to one foot. The clayey silt
and boulders had not been removed in Area 28. Dd ofBig Dog Excavating was on-site
and was notified of the observations. HP Geotech recommended tlnt soMoose slightly
clayey to clayey sandy silt soils cncountered in Ar€as 28 and 3 be removed and
replacd with sfucturd fill under footing areas. The fill should extend beyond the
footing edges a distance e$al to at least the depth of fill below the fmting. Structural
fill placed for foundation support should be a granular material compacted to at least
98% of the maximum standad Proctor dry d€nsity at moisture cont€nt of near
optimum. The on-site granulu soils are suitable for use as structural fill. Wadel
Dwelopment requested that HP Geotech malce a site visit on08l27l0l.
OEnTnl - HP Croot€ch visited the ljrte on 08127101 to meet with Warren Laurenson of
Wadcl Do,elopmcng John Pertins of JMP Architects and Tim Boyle ofBoyle
Engineering; Inc. to discuss the loose/soft sliShtly clayey to clayey sandy silt encountered
in the Ercavation bottom b€nesth proposcd footing locations in Areas 2B and 3. To limit
the risk of differential s€ttlenr€ni" Boyle Engineerhg; Inc. designed all of the footings
based on an dlowable soil bearfug pressure of2,500 psfbased on the decisions made at
the on-site 05l23l0l kickoffmeethg with Warren I-aurenson, John Perkins, Ron Uhle of
IIP Geotech and TimBoyle. Sinc€ the loose/soft slightly clayey to clayey sandy silt
does not have adequate strength to support a2,500 psf loading, the silt will be removed
and the footings placed on the underlying relatively dense silty sandy gravel. Water
seepage was obsened at the at the bottom of the middle orcavation (Area 4 - 54'and 56'
BOF lerrels) which was partially completed. About 6 feet of orcavation cut is still
required in Area 4. Wadel Development requested that m Geotech make a site visit on
08129101.
Otngnl: HP Geotech visited the site on 08/29101 to observe the excavation and footing
grade. Big Dog Excarating had reriroved up to dbout 4 fect of tlie s.:ft,loose sliSrtly
clayey srndy silt in Area 3. About I to 6 inches ofthe moist soMoose silt material
remained. Dal with Big Dog Excavating informed IIP Geotech thit the surface would be
compacted with a hand compactor prior to placing the concrete form work and that the
footing width will b€ increased in Area 3. The BOF in Area 3 was changed from 78 feet
to 74 ferlt. Area 28 had not been overorcavated at the time of our site visit. Water
s€epage was obs€n/ed at the at the bottom of the middle excavation in Area 4 which was
partidly complaed. IIP G€ot€ch recommended to Dd that the below-grade
construction, such as the elevator shaft bottom and garage and slabon-grade and
crawlspace stepped floor areas be kept at least 2 feet above the high groundwater level
and be prctected from wetting and hydrostatic pressrue buildup by an underdrain and
wall drain system.
The underdrain or perimeter drains should consist of a perforated drainpipe placed in
the bottom of the wall backfill sunounded above the invert level with freedraining
granular matffial. Based on our observations and elqlerience in the area, the drain
should be placed at each level ofexcavation and at least 2 feet below the lowest
adjacent finistrcd grade (slabon-grade) and at least 1 foot below adjacent finished grade
(crawl space) in tu€as 28 ard 3 and doped at a minimum llo to a suitable gravity
outlet. Freq'draining granular material used in the underdrain syst€m should contain
less than 2% passing thc No. 200 sieve, less than 50% passing the No. 4 sieve and
have a maximum sizs of 2 inches. The drain gravel backfill should be at least 1.5 feet
thick and ext€nd to 1 foot above any se€page encountered in the cut face. Interior
lateral drains should be installed at each level of the excavation and connectd with the
perim€ter drain. The wall drain should consist of geocomposite well drain or I foot of
clean gravel placed adjacent to below-grade constnrction walls. The wall drain should
connect into the underdrain. Wadel Development requested that IIP Geotech make a site
visit on 08/31/01.
0t/31/01 - HP Geotech vbited the site on 08/31/01 to observe the excavation and footing
grade. Extensive water s€cpage was observed at the bottom of the orcavation in fuea 4.
Thc looso/soft silty soils have been partially removed form Area 28. Met with Wanen
Ilrenron oflVrddDcve,lopnent ud JocPerry rd Dd withBigDogEncavating to
discuss the und€rdnins. Wrdcl Dwdopmcc will irutdl thc uderdnins in accordance
with tho c$soil ordy rcport. Wrdd Dovefopmcd will have Big Dog Excavating
errcavate frrth€r into the Area 4 south srcavation face so that the undcrdrains can be
constructed. In additioq three to four lrt€rrl drdns will be instllcd bcneatft the Area 4
slab-on'gnde floor. Boyle Enginecring will rrccd to rwiem the footing design above the
wdl drain urd l8t€nal dnins rs some footings will bcsr on top ofthc wall drain and
lateral drain gravcl backfll. The lrteml dnins will not be connected to the Area 4
pedmaer drain. Wadel Dcveloprnent reque$ed thst IP Geotech make a site visit on
o9lo7l0l.
Rwiewed By: Hepworth - Pawlak Geotechnical
cc: Cherlie Davis - Town of Vail Building Department
%VAffi Sffi ff o;vrr'o5'rn'r'r'c
Quality Construction hst Offrce Box 145
Erglo, Colorado 81631
Phone: (303)328-7221
Mobile: 39)-7484
August 6, 2001
To: Town of Vail Building Department
Re: petrus Management Grading Permit
Parking:
During grading phase contractor vehicles will be parked at 64 Beaver Dam Road with the
permission of that property owner.
Staging:
Dump trucks will be loaded on site in the exiting and future driveway. Trucks (2) waiting to be
loaded are proposed to be parked west of exiting driveway in the area where Beaver Dam Road
is wide enough to allow normal traffic flow in both directions. Radioed flaggers and signage
will activated.
Soil Erosion:
Silt fencing, straw bails, and site monitoring will be in place to avoid erosion or excessive silt
to exit building site.
Sincerely,
Warren Lawrence
-I -/tJ/\-
t
-I
T T
John M. Perkins, AIA
00y'7 E. Beqver Creek Blvd.
Christie Lodge Resort, Suile C i6
PO. Box 2007
Avon, Colorodo 81620
970.949.9322
fox 970.949 0629
Date:
To:
Attn:
Re:
oFilfffffiPv
Letter of Transmittal
August 3, 2001
Town of Vail
Building Department
Gary Goodell
Chief Building Inspector
Petrus Residence
We are enclosing the following items for the above referenced project:Two (2) Building Sets for
Pekus Management
And
Two (2) sets Soils Reports
For Petrus Management pol- 02?g
VIA: Hand Delivery by Warren Lawrence
P Architects, Inc.
*fi,ffiT#ri".::xx"-"
Fax: 970-468-5891
hpgeo4@hpgeotech.com
SUBSOIL STTJDY
FOR FOUNDATIONDESIGN
PROPOSED RESIDENCE
LOT ?8, BI,OCK 7,VAJL VILLAGE, FILING 1
TOWN OF VNL, COLORADO
JOB NO. 401047
MAY 18,2001
PREPARED trIOR:
WADEL DEVELOPMENT
ATTN: WARREN LATJRENSON
P.O. BOX 145
EAGLB, COLORADO 81631
TABLE OFCOI}{TENTS
PT]RPOSE AND SCOPE OF STUDY 1
PROPOSED CONSTRUCTION 1
SITECONDITIONS ....,,2
FIELDEXPLORATION.. ..,...2
ST]BSI'RFACECONDITIONS... ....,.3
FOTINDATIONBEARINGCONDITIONS .... ........4
DESIGNRECOMMENDATIONS .......4
FOUNDATIONS.. ;,,,..4
FO{JNDATIONANDRETAIMNGWALLS .....6
FLOORSLABS ..,. 7
I'NDERDRAIN SYSTEM 8
SITEGRADING ...9
SURFACE DRAINAGE IO
LIMITATIONS .... II
TABLE 1 - SUMMARY OF LABORATORY TEST RESI.ILTS
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGI.JRE 4 - SWELL-CONSOLIDATION TEST RESULTS
FIGURE 5 - FOUNDATION WALL DRAIN DETAIL
e&&ecrr
PT]RFOSE AND SCOPE OF STI]DY
This report presents the resuls ofa subsoil study for a proposed residence to be located
on Lot 28, Block 7, Vail Village, Filing 1, Town of Vail, Colorado. The project site is
shown ou Fig. l. The purpose of the snrdy was to develop recommendations for the
foundation design. The study was conducted in accordance with our agreement for
geotechnical engineering services to Wadel Development, LLC. dated April 9,20o1.
A field exploration program consisting of exploratory borings was conducted to obtain
information on subsurface conditions. Samples of the subsoils and bedrock obtained
during the field exploration were tested in the laboratory to determine their
classification, compressibility or swell and other engineering characteristics. The
results of the field exploration and laboratory testing were analyzed to develop
recommendations for foundation types, depths and allowable pressures for the proposed
building foundation. This report summarizes the data obtained during this study and
presents our conclusions, design recommendations and other geotechnical engineering
considerations based on the proposed construction and the zubsurface conditions
encountered.
PROPOSED CONSTRUCTION
The proposed single family residence will be a three story wood frame structure
constructed over a walkout garden level and garage. Ground floors will typically be
slab-on-grade with either slab-on-grade or crawlspace stepped floors. Grading for the
residence will be relatively extensive with cut depths between about'3 to 28 feet. We
assume relatively light to moderate foundation loadings, typical of the proposed type of
construction.
G&&ecn
Wadel Development,Lrc,
May 18,2001
Page2
Ifbuilding loadings, Iocation or grading plans change significantly from those described
above, we should be notified to re-evatuate the recommendations contained in this report.
STTE CONDMONS
The site is located at 84 Beaver Dam Road. A three story house with a garage exists on
the lot. We understand that the house was built in the early 1970s and will be razd, to
make room for the new residence. At the time of our field work, the site had patches
of snow up to 2 feet deep. The lot is surrounded by residential lots to the east, south,
and west. The ground surface is steeply sloping down to the north. There is
approximately 26 feet of elevation change across the proposed building fooprint.
Vegetation on the site consists of scattcred evergreen and aspen trees with willows
along the north portion of the lot. Ground cover consists of grass and scattered native
brush. Water seeps were observed on the slope.
FIELD EXPLORATION
The field exploration for the project was conducted on April 19, 2001. Two
exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the
subsurface conditions. The borings were advanced with 4-inch diameter continuous
flight auger powered by a CME 45 Bombardier track drill rig. The borings were
logged by a representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with a 1 3/8-inch and 2-inch I.D. spoon samplers.
The samplers were driven into the subsoils at various depth with blows from a 140
pound hammer falling 30 inches. This test is similar to the standard penetration test
described by ASTM Method D-1586. The penetration resistance values are an
indication of the relative density or consistency of the subsoils and hardness of the
e&Ftecrr
Wadel Development, LLC.
May 18,2001
Page 3
bedrock. Depths at which the samples were taken and the penetration resistance values
are shown on the Logs of Exploratory Borings, Fig.2. The samples were returned to
our laboratory for review by the project engineer and testing.
STJBSI]RF'ACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on Fig. 2.
The subsoils in Boring I consist ofabout 3 feet oftopsoil overlying about a 7 feet thick
layer ofclay and silt. Beneath the clay and silt layer a clayey gravel was encountered
to a depth of about 22 feet and overlies about a 3.5 feet thick clay layer with rock
fragments. Beneath the clay layer, shale was encountered to the depth of the boring.
The subsoils in Boring 2, below about 2 inches ofdriveway asphalt arrd22 inches of
gravel base, consist of about a 10 feet thick layer ofclay and silt overlying shale to the
depth of the boring. The upper few feet of the shale in the borings was weathered.
Free water was measured in the borings eight days after drilling at depths ranging from
8.5 to 1l feet below the ground surface. Water seepage was observed in Boring 2 at a
depth of 2 feet at the time of drilling. The subsoils encountered were slightly moist to
wet with depth.
Laboratory testing performed on samples obtained from the pits included natural
moisture content and density, percent particles passing the No. 200 sieve, swell-
consolidaton, unconfined compressive strength, and Atterberg limits. Results of swell-
consolidation testlng performed on relatively undisturbed drive samples of the upper
clay and silt, presented on Fig. 4, indicate low to moderate compressibility under
conditions of loading and wetting. The results of the unconfined compression tests
indicate that the clay has an unconfined compressive strength on the order of 1,000 psf.
A summary of the laboratory test results is presented in Table 1.
c&&ecrr
Wadel Development, LLC.
May 18,2001
Page 4
F'iOUNDATION BEARING CONDTTIONS
Spread footings bearing on the natural subsoils at the site appear suitable for support of
the proposed building. We expect settlement of footings designed and constructed as
discussed in this section will be tolerable but will probably be differential due to the
variable bearing conditions. However, the shallow clay and silt soils encountered to a
depth up to about 12 feet are prone to construction disturbance and excessive
settlements due to the shallow groundwater. We recommend over excavation of the
clay and silt soils to improve the bearing capaclty and decrease expected differential
settlement of footings and slabs. Unsuitable bearing conditions due to groundwater will
likely be encountered and dewatering will be required for the footing construction.
Excavation for the proposed stepped foundation will be relatively extensive and there is
a risk of construction-iuduced slope instability. Cuts below water level could become
unstable and will require temporary support to maintain stability.
DESIGN RECOMMENDATIONS
FOUNDATIONS
Recommendations for foundation support are discussed below.
1) Footings placed on the undisturbed natural granular subsoils and shale in
the deeper cuts should be designed for an allowable soil bearing pressure
of2,5(X) psf. Footings placed on the shallow undisturbed natural clay and
silt subsoils in cuts less than 12 feet deep should be designed for an
allowable soil bearing pressure of 1,500 psf. Based on experience, we
expect settlement of footings designed and constructed as discussed in
this section will up to about I inch and probably be differential due to the
variable bearing conditions.
e&&ecrr
Wadel Development, LLC.
May 18,2001
Page 5
2, The footings should have a minimum width of 18 inches for continuous
walls and 2 feet for isolated pads.
3) Exterior footings and footings beneath unheated areas should be provided
with adequate soil cover above their bearing elevation for frost
protection. Placement of foundations at least 42 inches below exterior
grade is typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
local anomalies such as by assuming an unsupported length of at least
12 feet. Foundation walls acting as retaining structures should also be
designed to resist lateral earth pressures as discussed in the "Foundation
and Retaining Walls" section of this report.
5) Prior to footing construction, a perimeter foundation drain should be
installed. The drain should be placed a minium of 2 feet below the
bottom of footings and sloped at a l% minium to a suitable gravity
outlet. The perimeter drain should be designed and constructed as
discussed in the "Underdrain System" section of this report.
6) Due to the shallow groundwater and clay and silt soils encountered, we
recommend using track-mounted excavation equipment and the removal
of at least 3 feet of the clay and silt soils and placing a strucnrral fill
under footing areas. Footings placed on the structural fill should be
designed for an allowable soil bearing pressure of 2,500 psf. Structural
fill placed for foundation support should be a granular material
compacted to at least 98% of the maximum standard Proctor dry density
at moisture content of near optimum. The fill should extend beyond the
footing edges, a distance equal to at least the depth offill below the
footing. All topsoil and any loose or disturbed soils should be removed
or compacted and the footing bearing level placed on properly compacted
structural fill.
<;e&ecrr
Wadel Development, LLC.
May 18,2001
Page 6
7) A representative ofthe geotechnical engineer should observe all footing
excavations prior to concrcte placement to evaluate bearing conditions
and compaction of structural fill.
FOUNDATION AND RETAINING WALLS
Foundation walls and retaining structures which are laterally supported and can be
expected to undergo only a slight amount ofdeflection should be designed for a lateral
earth pressure computed on the basis of an equivalent fluid unit weight of 6O pcf for
backfill consisting of the on-site soils. Cantilevered retaining structures which are
separate from the residence and can be expected to deflect sufficiently to mobilize the
full active earth pressure condition should be designed for a lateral earth pressure
computed on the basis of an equivalent fluid unit weight of 50 pcf for backfill
consisting of the on-site soils.
All foundation and retaining structures should be designed for appropriate hydrostatic
and surcharge pressures such as adjacent footings, traffic, construction materials and
equipment. The pressures recommended above assume drained conditions behind the
walls and a horizontal backfill surface. The buildup of water behind a wall or an
upward sloping backfill surface will increase the lateral pressure imposed on a
foundation wall or retaining structuro. An underdrain and wall drain system should be
provided to prevent hydrostatic pressure buildup behind walls.
Backfill should be placed in uniform lifts and compacted to at least 9O% of t\e
maximum standard Proctor dry density at a moisture content near optimum. Backfill in
pavement and walkway areas should be compacted to at least 95Vo of the maximum
standard Proctor dry density. Care should be taken not to overcompact the backfill or
use large equipment near the wall, since ttris could cause excessive lateral pressure on
the wall. Some settlement of deep foundation wall backfill should be expected, even if
c&Ftecrr
Wadel Development, LLC.
May 18,2001
PageT
the material is placed correctly, and could result in distress to facilities constructed on
the backfill.
The lateral resistance of foundation or retaining wall footings will be a combination of
the sliding resistance of the footing on the foundation materials and passive earth
pressure against the side of the footing. Resistance to sliding at the bottoms of the
footings can be calculated based on a coefficient of friction of 0.3 for clay soils and
0.45 for gravel and shale materials. Passive pressure of compacted backfill against the
sides of the footings can be calculated using an equivalent fluid unit weight of 350 pcf.
The coefficient of friction and passive pressure values recommended above assume
ultimate soil strength- Suitable factors of safety should be included in the design to
limit the sfrain which will occur at the ultimate strength, particularly in the case of
passive resistance. Fill placed against the sides ofthe footings to resist lateral loads
should be a predominately granular material compacted to at least 95Vo of the maximum
standard Proctor dry density at a moisture content near optimum.
FLOOR SLABS
The natural on-site soils, exclusive oftopsoil, are suitable to support lightly loaded
slab-on-grade construction. To reduce the effects of some differential movement, floor
slabs should be separated from all bearing walls and columns with expansion joints
which allow unrestrained vertical movement. Floor slab mntrol joints should be used
to reduce damage due to shrinkage cracking. The requirements for joint spacing and
slab reinforcement should be established by the designer based on experience and the
intended slab use. A minimum 4 inch layer of freedraining gravel should be placed
beneath basement level slabs to facilitate drainage. This material shoutd consist of
minus 2 inch aggregate with at least 5O% retained on the No. 4 sieve and less than 2%
passing the No. 2fi) sieve.
ce&ecn
Wadel Development, LLC.
May 18,2001
Page 8
All fill materials for support of floor slabs should be compacted to at least 95% of
maximum standard Proctor dry density at a moisture content near optimum. Required
fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock.
I.JNDERDRAIN SYSTEM
Free water was encountered during our exploration and it has been our experience in
mountainous areas that local perched groundwater can rise during times of heavy
precipitation or seasonal runoff. Frozen ground during spring runoff can also add to an
increase in groundwater level by creating a perched condition. We recommend below- '
grade construction, such as the walkout garden level and garage and the slab-on-grade
or crawlspace stepped floor areas be kept at least 2 feet above the high groundwater
level and be protected from wetting and hydrostatic pressure buildup by an underdrain
and wall drain system.
The underdrain or perimeter drains should consist ofa perforated drainpipe placed in
the bottom of the wall backfill surrounded above the invert level with free-draining
granular material. The drain should be placed at each level of excavation and at least
2 feet below the bottom of footings and sloped at a minimum l% to a suitable gravity
outlet or a sump where the water can be removed by pumping. If sumps and pumps are
used, backup pumps should be provided. Free-draining granular material used in the
underdrain system should contain less than 2% passing the No. 200 sieve, less than
50% passing the No. 4 sieve and have a maximum srze of 2 inches. The drain gravel
backfill should be at least 3 feet thick and extend to I foot above any seepage
encountered in the cut face. An interior lateral drain should be used to connect
underslab gravel with the perimeter drain. The watl drain should consist of
geocomposite wall drain or I foot of clean gravel placed adjacent to below-grade
construction walls. The wall drain should connect into the underdrain. A typical
foundation wall drain system is show in Fig. 5.
e&&ecrr
Wadel Development, LLC.
May 18,2001
Page 9
SITE GRADING
Excavation of the on-site soils to the assumed cut depths should be feasible with
conventional medium to heavy duty equipment typically used in this area. The granular
soils should be selectively stockpiled during excavation for use as strucfural backfill.
Some excavation will be below the groundwater levcl and pre-excavation dewatering
will be required for construction in the dry. Possible methods of dewatering the
excavation include trenches and zumps, or wells. Wet subgrade conditions due to
excavation below the groundwater level will be encountered. We recommend that the
excavation be dewatered to a depth of approximately 2 feet below the excavation
bottom. The use of track mounted excavation equipment is recommended to limit
disturbance of the subgrade. Subgrade stabilization with a geogrid and crushed rock
subbase layer may be needed.
Excavation for the proposed steppd foundation will be relatively extensive and there is
a risk of construction-induced slope instability. We understand that the total stepped
excavation depth will be about 28 feet. Cuts below water level could become unstable
and require the sides of the excavation to be temporarily shored. We assume that the
temporary excavation cuts will be dewatered and adequately shored to maintain
stability. Temporary support of the southern portion of the excavation will be
necessary to maintain stability. Shoring contractors familiar with conditions in the area
should be contacted to provide specific design and cost information. We can provide
soil parameters, additional analysis and design review for the shoring as the project
progresses.
Fills should be limited to about 8 to l0 feet deep. Embankment fills should be
compacted to at least 957o of the maximum standard Proctor dry densiry near optimum
moisture content. Prior to fill placement, the subgrade should be carefully prepared by
ceeecrr
Wadel Development, LLC.
May 18,2001
Page 10
removing all vegetation and topsoil and compacting to 95% of the maximum standard
Proctor dry density. The fill should be benched into the portions of the hillside
exceeding 2O% grade.
Permanent unretained cut and filI slopes should be graded at 2 horizontal to I vertical
or flatter and protected against erosion by revegetation or other means. The risk of
slope instability will be increased ifseepage is encountered in cuts and flatter slopes
may be necessary. If seepage is encountered in permanent cuts, an investigation should
be conducted to determine if the seepage will adversely affect the cut stability. This
office should review temporary excavation and site grading plans for the project prior to
construction.
SURFACE DRAINAGE
The following drainage precautions should be observed during construction and
maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moishrre and
compacted to at least 95% of the maximum standard Proctor dry density
in pavement and slab areas and to at least 9O% of the maximum standard
Proctor dry density in landscape areas. Free-draining wall backfill
should be capped with about 2 feet of the on-site finer graded soils to
reduce zurface water infiltration.
3) The ground surface surrounding the exterior ofthe building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 12 inches in the first l0 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
ed&ecrr
Wadel Development, LLC.
May 18, 2001
Page 1l
A swale should be constructed upslope of the residence to collect surface
water runoff aud graded to drain away from the residence.
4\ Roof downspouts and drains should discharge well beyond the limits of
all backfill.
LIMITATIONS
This study has been conducted in accordance with generally accepted geotechnical
engineering principles and practices in this area at this time. We make no warranty
either express or implied. The conclusions and recomrnendations submitted in this
report are based upon the data obtained from the exploratory borings and at the
locations indicated on Fig. 1, the proposed tSrpe of construction and our experience in
the area. Our findings include interpolation and extrapolation ofthe subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified so that re-evaluation of the recommendations mav be made.
This report has been prepared for the exclusive use by our client for design purposes.
We are not responsible for technicd interpretations by others of our information. As
the project evolves, we should provide continued consultation and field services durrng
construction to review and monitor the implementation of our recommendations, and to
veriff that the recommendations have been appropriately interpreted. Significant design
changes may require additional analysis or modifications to the recommendations
presented herein. We recommend on-site observation of excavations and foundation
bearing strata and testing of structural fill by a representative of the geotechnical
engineer.
c5Btecrr
Wadel Development, LLC.
May 18,2001
Page L2
Sincerely,
INC.
8101
54|-ot
Christopher J. Noraka, E.I.
cd&ecrr
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PROPOSED
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401 047 HEPWORTH _ PAWLAK
GEOTECHNICAL. INC.LOCATION OF EXPLORATORY BORINGS Fig. 1
BORING 1
ELEV. =8184.0'
BORING 2
ELEV. =8162.O'
-to
- E{TRY. BEDROOT
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F.F.ELEV.E81 55.s'
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-25
-50 Note: Explonotlon of s)mbols is shown on Fig- 3.
401 047 HEPWORTH _ PAWLAK
GEOTECHNICAL. INC.LOGS OF EXPLORATORY BORINGS Fig. 2
LEGEND: v
]
rrm llllll ASPHALT PAIEMENT: 2 inches thick.
ulJ
F P TOpSOIL: sllt, orqonlc. slightly sondy. scottered grovel. cobble ond boulder, contoinlng roote, loose,
E very rnoist to wet. dork brown.
tvl
lC FILL: sondy grovel. stlghtly silty, slightty cloyey. loose to medlum dense. brown. Rood Bose.
l,/\l
l, I CLAy AND SILT (CL-ML); slightly sondy to very sondy. lenses of grovel ond cobble. medlum dense
lA to stlff, sllghtly moist to moist. brown to groy-
V ) CLAy (CL): sondy with grovel size shole frogments. hord. molst. dork qroy.
tl
EH 6RA\EL (cC-cM); slightly sttty, stightly sondy. cloyey. dense to very dense. molst to wet wlth depth'
W brown.
ffi SHALE; weothered to very hord ond cemented wlth depth, molst. dork groy. Minturn Formotlon.
ffi
I
n Relotively undisturbid drive somple; 2-inch l-D- Colifornio liner somPle.r
I Drlve somple; stondord penitrotlon test ( SPT ). 1 3/S-inch l.D. split spoon somple, ASru D - 1586.
I
- Drive somple blow count; Indicotes thot 42 blows of o 140-pound hommer folling 3O inches were
42/12 7sqv1r.d tb drive the Colifornio or SPT sompler 12 inches.
8 Free woter level In boring of depth indlcoted by symbol ond number of doys followlng drilling when -= meosurament wos mode.
-\-,F ltVoter seepoge into boring of time of drill-
'-:r-I Proctlcol refusol in cemented rock.
I
NOTES:
1 . Explorotory borings were drllled on April 19. 2001 wlth o 4-inch diometer continuous fllght power ouger'
2. Locotlons of explorotory borings wera meosured opproximotely by pocing from feotures shown
on the site plon provided.
3. Elevotlons of explorotory borings vrere obtoined by interpolotlon between contours on the site plon provided.
4. The explorotory borlng locotions ond elevotions should be consldered occurote only to the degree implied
by the method used.
5. The llnes between moteriols shown on the explorotory borlng logs represent the opproxlmote boundories
between moterlol tlpes ond tronsitions moy be groduol.
6. Woter level reodings shown on tha logs were mode of the time ond under the conditions indlcoted-
Fluctuotlon in woter level moy occur with tima.
7. Loborotory Testlng Results:
IUC - Woter Content ( Z ) UG : Unconflncd Comprcsslve Strength ( psf )
oo = ory Dcnslty ( pit )' tL = Liquld Limit ( % )*4 = Percent retolned on No. 4 sleve. pl : plosilcity Index ( Z )
-200: Percent posslng No. 20O sleve.
401 047 HEPWORTH _ PAWLAK
GEOTECHNICAL, INC.
LEGEND AND NOTES Fig. 3
o o
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.9 (r,c o o-x
trJ
I
c
.9 o o
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o-
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4
5
0.1 1.O t0 100
APPLIED PRESSURE - ksf
N
c
.9 o
o o-x ul
.9 c,o {)
o-
E o o
0.1 l.o 10
APPLIED PRESSURE - ksf
100
Moisture Content = 15.1 percent
Dry Density = 116 pcf
Possing No. 2O0 Sieve = 55 percent
Llquid Llmit : 27 percent
Plosticity Index = 6 percent
Somple of: VerY
^S,
ondY Clol From: eo.if,?d ?"lJ9t;Jtt)
I (
Exponsion
. <-upon
3 wetting
\\
\
Moisture Content = 27.9 percent
Dry Density : 98 pcf
Possing No. 2O0 Sieve = 96 percent
Liquid Limit - 35 percent
Plosticity lndex = 9 percent
Somple of: Silt (ML)
From: Boring 2 of 9 feet No Movement
/,/ upon <- wetting
\5-----
)\
\
401 0+7 HEPWORTH - PAWLAK
GEOTECHNICAL, INC.SWELL_CONSOLIDA1ION TEST RESULTS Fig. 4
TYPICAL DRAIN DETAIL
BACKFILL SURFACE 1OZ
MINIMUM SLOPE FOR 10
FEET -L 1'-2'CO\ER -T
-/FOUNDATION
WALL
GEOCOMPOSITE WALL
DRAIN OR 1, CLEAN
GRAVEL
FILTER FABRIC BELOW
BACKFILL
DRAIN GRAVEL
SLAB GRADE
1, MINIMUM
4'' DIAMETER
PIPE SLOPED
TO DAYLIGHT
PERFORATED ,IZ MINIMUM
OR SUMP
NOT TO SCALE
FOUNDATION WALL DRAIN DETAIL HEPWORTH - PAWLAK
GEOTECHNICAL, INC.
7'.47 am
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Sm.rr:hrpArn:&BTJILD
REPT131 Rtrn Id: 1398
cotflnefiut: tooono lof oaaroo flf rft. bt 12 d€.Dttooho bulftt!trr 3t5 b.rt ur.d
orolhd ot*ttrt€3r ttquol atxl d6it[ tor rf,Il Itrn: ?O B|-DqFor.nddo|vsbd - "tlprotod*m: ?O B|-OCrFornddontstd - "Aryord*-" -- ---tgostii--rripcclor: ctrry6--'- -- A.don: PAPARTUILAtFRoVA
Ccmrnents: brrirddon ln s.ma leadon c lbodm In$.cbd l$/Slot
h!ilril couriinous s,p bars oar phn a-rr<l cifiDldr r|c hdlrilott ol $n6 Dtn€b
1(!31{)1 !ffie.cror COAVIS Adon''PAPARTlTf APPROVAL
Comlr|€nts: UPPER FOUNDATIOI.I WATI
COIIP€TE PATEL |NSTALI-ATKTN Al.lD TOP CONThtdJS AARS
11i801 .]ffiF€clor; GRG Acti:n: APAPPRCnGD
Comn€nts: WEI on €sC tfont of sfucfure.- . Lj 11/1d01 lnsp€cior: cdsvb ,lrcilon: DN EI{ED ' i\ Comm€nts:\ mt'rmdy br Inrpectbn
tounfroo nol contplote j r . .a|{ tor rohspecilon'' 11/l&ol ltl3b€ctor: CDAI/IS ': A6[00: P.APARTIALAPPROVAL
Comrnerds: UFFER BACK wA r. r' i ..Conrrnerds: UFFSR BACK WAL * rr ' t
\\ o .r , . ,COIIPLETE CORIIER BAR lNsTALl-ATtOtl v tuztrot ktslecior}.-W.' \r'. , Ac{on APAPPRot/ED 'Cornnenk: SFICRT PffiTbN O WEST WALL OttSOt TH EID
11/2901 lEmbf: (;Re 'rb$n: APAPPRCruED ... 11/29/01 lffo.cbf: (iRe A06n: APAPPRCruED : rB|lffinb:,.Eail|rglrwtil clonq fiont-
- l2l(}to-1*"grpoair) qR$ -^r\.1-*.._ - .l'4on:. PAPARIIAL.APPROVA t ur.r. !.'\t ^, \t}-*.-\rais & sloprd wilb d E lrcrrt 8ruh,Eto,r l$Er.
!{nm0d lor rv?ll. Thb wls in prog'rGs & cl!!q
. Cofilm€nls: Luftnalls & shi|.owiribAE hcnt 8ruhdo{ lqFr. T016 conmor b ad 2 lop b.rs b ' ,l i. \. ,. .
"..
. a..fi{nm0di lori rsll. Thb wls'in prodr*s & cbho.t oomoLls baior. I ldt ||E rb.' ' ttilliofvttcoldA: -CDAVF., 'Ad0on: APAPPROVEO ' l?ll1rolv'hcolddl:-CDAVF., Ac0on: APAPPRCT\rEO
COMM,'NI!: - ELEVATOR'$TiAFSAFPR€B'|ED PER FIELD PI.AI.IS
12!13to1 lnsD€dor: lh r- Acdon: 6p6pp6qry59
COM'IFNIT: ELEVATOR SMFT EFICLOSURE
rlflt12!92 lFpectof: CDAVIS Adon' PAPARTIALAPPROVAT
C,MTNENE: PARTIAI- APPROVAL FOR 2ND i.EVEL STRLICT'RAL SLAA
Acdon: COID
tr}n6l@ trrcpcbr: cdavb Acdon: APAPPROI/ED
Cdiln nt3: rd of 2od Lv3l rtuc sbb oM curt6 gogrm htD€cto(: cdavtB A.don: l.lo |{OTFED
comm.r*3: Cciltacbf tl-te(,Ikt Conc|.L) canc.{€d ftrg.cton ftr gallbo bnndafbn wlE. trllil rcclt<lule ftr
tE n€rdrbi t91O@)Glll/o? Inro€chr: 'cdavt3 Acilon: APAPf,RO\,ED
Conrnenlr: Od€bo ml3
-.dlr.Ei rrbar b m.ldrln mlr*nrm ch.rancc tottl fom boaf*" Rcbna Sruc Enf, tatler tnd dataft to'{ Gotobo trE[8 lni fia
1O/27m Ir3DSi: JRM - Adh'n: PIPARTIALhSSPECTIO|'I
Commcn6: STEE[aPP661ry5DFOR Tt B
5eo Put$ec
Inepccilm ReqqEt
03/{1602 Insp€dor: c&\,f
Commenrs: lboilrrg br gaz.bo
At$[-C Slb Plrn - App.ot ed *
g&lggl_bseocto., Sh1{,_-,,,30 BLD-C'-FE@E Approtnd -Wlzlrcrz-l|tpdor: cSr,E
-prdr nqx pen*rdon b*n€n unl and gDrgp
-Eno htlrr of aD9ronl fqfi.de br Stucrur.-Eng appmnt trtr|tn.oe br ||rucrrm
.Aclion: lPg:PRgryPg
Actlon: AFCR APPRO\,EIvCORRECTIO]I REOD
*rre n*rmccr. loc*d
lbm:
tbm:
0rf|: 50
Htr: 8O
comm€rts: FrdnWE apDrot ad wl$ tolo*ing corditlons
€RFAIssi.rG mrd bo f@fidatttfr€ o{ln$t$n kllD.di{n .k|rnk l ptr|rt tor gp SEtalhRil mllrt b. plc&ld r+t drd rutgtr l|lrp.c|bo mtlr bc F fofrnd dcffib rcqrrad ln upgsr sres
-lkqqclhgor lr*dldon |3 taqukcd-ln wrloG bcdolE
lqrt/Oa lBDGbfi c(h\rb A.flon' APAPPROUED
CoflrnenGr: E Flr$r aoofot d hs baen ofiln€d
05AA,0g hc6dol: "cd.\rtr Antron: APAPPRCnIED
,ffiffi".F** bt q1!ffiBpfd s€B tro lot ensrto€tot troord ?Ptod
IU1U0/I. fnoecior: GCO Acdoo: APATPROUED
COM||rNt3: ADDFNE BLOCKF'IGAS RE@.BLDGSh*fo.r(1fl " Ap9rovd "
O7l3,)fin hssocb: GCD " Ac{on: PAP RTIALAPPRO{/AL
co{ffrE {r: FI{EPIjCE CIIASE DRYW LT IIEED TO FhISH SPoTTbIG Mr-S AT }CIDER.
IIOTE TO WARREN I{EED TO HA\,E RlilS/PERtf,T Of{ SlrE
lor'2.Em h.retor GCD Arilon: Di.f DEi.lED cor D.flE: C I.IC€IEDBYWARREN l(Vl6llz hnlecbn GcD Adbtt CRCORRECTIOT{REOInED
comnrilS: I.FRE BLOCKIIIG RE@ AT BATI-IROOil cEf,hre DROPS.i.3re-xGwFEoriin6€Rsiiiftrg , 'i
REPT131
'-,&r,r.
o Rtrn Id: 1398
o
comD{rb:
(b/2403
Cotilrrntt:
70 BLDGttlbc.
OTPg(B
Cornnrenb:c) ELDGFh.|
RECTpINI fnoil 1(}25& APPR
ALL GY? B H..|].IGo|( TO START hrpcbt: .nil Actlotr: APAPPRS/ED
APPROVED S}GETROCK hI GAZEBO FREPL/TC€ C+IAS€
IrE9e6fi GCO Actbn: t'lol.|crTFEo
sEE il(p-o149 FOR $.rSPECTrCi{ RESI LTS.
O7l11/03 lncpec{rrr: cd|rds ftlhn: l,lOt€TtED Commds: Flnbl apPlo.l ftr .l6,tbr t|.i b€.n grshbd by I{WCOG t' fic b. ltr d Tpiot d Itrm: 53() BLDGTCmp.C/O
0&11/03 lmDccbr: @D Acdon: DNDEhIED
Commanb: PlJ\|t\lf\|C| AID PUBLIC yt ORK9 OE!{ED
Eenr: 63a PW-TEI,IP. C/O * Aoprorrul *(pll/trt kl3!trb(: b " Aabn: DNDEMED
ConFrontr: Nol Ro(nr. ttird aho 3ubmn tor Rrbfh Way D€rfi{"(B/26/03 Incpedor' b Acdon:' bf'l DE!.IED
Coomcnfs. dri!iliEy and $. FeuG. S€. Inipacdori ihaat d PW lta lot3/Ul lmpecti: b Acdon: AFAPPROVED lbtlr: 53:l Pl.Al$TEtrP. C/O (912/tI3 lnsD€.lor: boilbcon
ltsm: 537 PLAI$FNALOd --ArDrortd"
(l9E61}3 lnsp€clo.: bg$ccn l(y3li(xt ]nsrrccbr: biseon lbrn: 539 PIiY-FIMLC,'O ftAtrprowd*
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lmlm f|si}Gcb.: F lbm: s.ilt) BLFFlfi.l CYO
A{ilon: Oil DEIIEO
Actbn: DN D€tlED A.{oti: APAPPRC TED
Acdon: ONDENED
Acton. APAPPROVEO
1(l?9/fi] hspodo.: CDAVIS Arilon: DNDENED
Coiltments: PLAI.|I.IIIG DEPT APFROVA REOURED
PUBUC hrc}R|(S APPROVAL REOURED
1lo Sm NSFECTIO|.| CONTRACTOR fnT|FED CIrER THE PtOr*l!rm: 2t PLAI$[-C Fourrdcdon Pbo " ASprqred *
ffJtl+@, trspoctor: bgfrcorl-- A.flod APAPPROVED
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REST131 Run Id: 1398
(r
lnrpgq:Son Rcqrryt
rO \JJ RequesEd lmpcot Drb: Tlrursdty, July Ol. 2O0t ' IntgcddonArcrr JRtr
SICATHTIES: T4 EA\GR OAX RD VAIL Lt10 84 BEAVER DATRD
T!9r: &UECH snblg: AsrR
PETRUS iiAT\H6EMENT COR
Oocup.i&y
ENTCORP
CLIMATE CONTROLCOOFGWS Phorn: 97!9,0$?326
CLIIIATE CONTRON, COOFGWS Pfpns: 970,9t1$236
GENERAL VENNI6, KTTCFIEN
Tttls PERlflT S FOR TtlE VENTn|G OF TtE BOILER St PPLED BY WHTE WATER PLUMB. BATH
EXHAUST FA&IS At\D A FAtl COil, FOR KITCIIEN llAXEt P AlR. SEE PERIffT ilIllffi. ' GDEIIICKLA
ROUTED TO EREG FOR REVEWAPPROVAS - DFLORES
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on
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'lECH+|n.l CLIIIATE CON'TROL CO OFGWS l rc 39().7t84
cDAVIS
Reque€bd nrml 09:3{l At - Plrofr: 97G9{li2in5
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bn: 2O0 MEcf+Rouoh dADgrotEd *
s,lrllm- lmD.clor: CDAV'B Actlon: APAPPROVEO
Cofliln flti: DI.TCTWOR( AI.ID HUMDFERS
lbfli:ldn:
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f,rn:
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316 fito
3:n
3rfi)3$
Ttrn€Ep:
UJCTS FOR BATH EX..DRYER VE}.'TS, SILER FTT.E.COI'AN il'CTS
CRAWLSPACE \GNTITATIO}I,KIT
OFEN TclP B8O t.fr{ffl 4 y, f MECi+l-lcdm PLMB€!.PId I'LMI'.('TI{D|DT
MECI+E).hd.rb{ Ffoods
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Rtm-Id,: Lt64
'a'Design Review Board
ACTION FORM
Departmert of Community Development
75 South Frontage Road, Vail, colorado 81657
tel: 970.479.2L39 fa* 970.479.2452
web: www.ci.vail.co.us
Prcject Name: Perot Residence DRB Number: DR8030257
Proiect Description:
New spa
Participants:
OWNER PETRUS MANAGEMENTCORP 0/09/2003 Phone:
12377 MERIT DR 17OO
DAU-AS X(
7525L
License:
APPUCANTWARRENLAWRENCE 0710912003 Phone:390-7484
License:
CONTMCTORWade| DevelopmentLLC OilOgl?W3 Phone: 970-328-7221
P.O. Box 145
Eagle Colorado 81631
License: 254-A
Project Address: 84 BEAVER DAM RD VAIL Location:
54 BEAVER DAM RD
Legal Description: Lot: 28 Block: 7 Subdivision: VAIL VILI-AGE RUNG 1
Parcel Number: 210107113005
Comments:
BOARD/STAFF ACTION
MoUon By: Action: SIAFFAPR
Second By:Vote: DateofApproval:09/16/2003
Conditions:
Cond:8
(PI-AN): No changes to these plans may be made without the written consent of Toan of
Vail staff and/or the appropriate review committee(s).
Cond:0
(PLAN): DRB approval does not constitute a permit for buibing. Please consult with
Town of Vail Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paad: $2O.OO
* * + * * * * * * +* ** * * * * ** | * * + * * * * * * * * * * +t ++ * * * * * 'i * ** *'l * *** * *** * * *f + *f* ** | *++ + + * * * *** * ** * *+* | * * + ** *
TOWNOFVAIL, COLORADO Statem€nt
* t + + + ** * * ** * * ** * * * * ++ ++ t* * * * * f, {. * * * ++ +** * * * f, * * * ** * * +* + ++ + + * * * * * t* ** + ++ + ** * * * * *l * ** * *** * * * * * * *
Statement Number: R030004284 Amount: $20.00 07 /09/2OO3L0:13 AM
Payment Melhod; CaBh Init: DF
Notation:
Permit No: DRB03 02 57
Parcel No: 210107113 005
Site Address: 84 BEAVER DAM
IJocation: 54 BEAVER DAM
This Payment :$2o. oo
Type: DRB-Minor AIt, SFR/DUP
RD VAII.,
RD
Total Fees:
Total Alt trnts:
Balance :
Current Pmts
920.00
$20.00
$o. oo
*++t+***********+**a***************++**** **********************+++++****,t****t+++++* r,*tr*****
ACCOIINT ITEM LIST:
Account Code
DR 00100003112200
Descripti on
DESIGN REVIIl^j FEES 20.00
RECEIVED FROM
RECEIPT- Thc Town of Vril
*), j r .'l
DATE *20::----.-:I]TT'Int
, T('5{i'.' ; '
ADDRESS
.J, ,.d_LLARS'f}-J-
t (LTq?-u?g
_ ,-J
-r
Eecle Rven
-7
Waren & Srrurmon Drsrnrcr
-r-846 Forest Road . Vail, Colorado 81657
{970) 476-7480 . FAX (970) 476-4089
September I l, 2003
Town of Vail Planning Deparftient
75 South Frontage Road West
Vail. CO 81657
RE: Encroachment Aseement for 64 Beaver Dam Road
To Whom it May Concem:
The attached Encroachment Agreement form is a form drafted by the District for the
pupose of authorizing the encroachment ofpermanent structures into utility easements
owned by the District.
We are familiar with the proposal by the owner of the above referenced property to
construct a hot tub that will encroach into the Districts easement. We will consent to that
encroachment and sign an Encroachment Agreement substantially in the form attached
when the necessary exhibits are prepared.
Please let me know if you have any questions.
Sincerely,
Dennis Gelvin, General Manager
cc: Fred Haslee
WerrR. WnsrewnrrR. OprRnrrorus & Mnrucevrrut SeRvrces N
$rp-0$2001 t}...0l:4en FrrEilsD O rTunosf I r-14 P.00el00t f-l|t
EI{CROACUMEI\TT AGREEMEI{T
THIS AGREEMB,{T,ismade andatetcdintofti*,
= .dalofScpt'mbcr'2P|'UV
nrgh iltvE'Fit "
t Sanitatol Dlrtrlc't (Diruiot), a q'ari'mrmrol$,corpormion oftbcStatc
of6ofor"ao, Uo*t"ncr r*erroC o as "Disnictn, rail B-R. Perot eud Maryot B. Perot'
bereinafrer rafgncd to as 'ftoperty Ornpd''
TI'HEREAS'Propcfiyovuncrisprcseorly.theowr$rofgqtai!rcalproPcftydescdbcdas
6i Bcever Drn nota d.ot Ef, Etodr i Vrtt Vlllegg til 1til1ag), loc6od in Eaglo Cornty.
Colcedo; and
TI'HEREAs, tbe Distict is presently in posscssion of an cascrna[, 2s'fcet in widtb
,,r"i"g'ifr,gh ti;Jo*"*rion*iprcq=ty. said e"t*teot is describ€d on Exhibit A, attaclrcd
ioio-aoa io.i,rporatcd h!'tcilby this rcfcrance; and
WHEREAS, Prcpcrty Owncr dcsires to construct pe9-g{.s9uctlrcs thet will cncroacib
uour said eascmCrt i! an a;8 ap'proximarcly tl-fcet by l7'feCt S-aid cnooachent ir hcrcin
il#d ;;Ei'bibtt A wbicb is'anachcd hercro md incorporatcd herein by rdcrcoce '
WHEREAS, said casemart is an activc csseorcfi plesmtly in rue by tbe Distsict.
Now, THEREFORE, in cousidratiqr of the covensE rnd promiscs hrcin, the panies
beceby agr,e as followr:
1. The DisEict shall pcrrrit thc PermmcEt smlctulc ro cncoach tpon eaid cas€mcnt
Z_ Tbe property Ovner shall iuilenniff the Disuia from the corts of my rcpairs to -
Urc Oisftcii utiliry lines which rnay ocsrn s a rcsult of thc corrsuucdm of ths
PcfiDans$t Sflrcturcs over od upor zuc'b carotnl
3. ThepropertyOwncr *rall hotalfteDisEislhannlc8s ftom ihc cost ofrepairiag-
.oy o"r"i.'ro the smrctwes ilrar may bc carscd uy$9 lnstlttuion of nery utility
linec in ..Ta o.*r-t, or by a brcalc
-in
prcgeot and fuhre utility lincs of tbc
Distict, ;by dr.e,;ir oriuctr trcaruy *re uisrio or by otbcr mai*enmca of
its lhcs'
4, Thc prqerry Ownes sball indcrrnip thc Distict frorn aoy increasa in thc cost of
"*eo,t.,ioi
of any ncw utilig linei or h rhc con of rny npeira to thc Di$ri0fr
udlity lirrcs, zucb incrcase, if my, duc to ttrc p'roxinity offtc permment strucnuls
totheutilitY lincr'
5. ftir Agreanc,tt chrn bind lbe suoccssom and ordgu of the Plopcfty OilIffi' md
sblll bc appun€n8rt to and dcsncd to run wiih aod'for tbc bcncfit of tho
afo*bmi;lncd propsty in Ergtc Counp, Colondo wnil nrdr tirae tbs ibc
District abmOonE dia dls€rost. this Agrccrncnt sbatl be rccodlcd again* raill
propcrtly in accomdrnce witb thc laws of tbc Stxc of Colsado'
t:uweir|lDolitqFr4hEtSo Ct$lE{lIpTtlSCfTDE f UJrnY Ol
I
ls'ohaWt ..'a
:
I{t{ P.009/!0t Fltl
i nf WfnfSSS WI{EREOFthcputics hctdo havecsutodihis furucrrcrntobc excutcd
ies of thc day anit ycr firt aborc utrttco.
?xq5
STATE OF€€LORTTEO )
couNrYoFg[w ]tt
Tbc fcegoing instrumlt$ was actoorvloitged before mc this !-t $.V3.fSentanto - --
2003, by H.R pcrot ana ilGJie. pcrott ptop.ty ownar oifot 31, Block ?, Vail Villagp. l'
0ll|el FrrEttt0 O e701?8{08t I
By
FilinS.
MyComnission ocPirea:
STATEOFCOLoRADo )
)ss
COTJNTYOFEAGLE )
The forcgoing instrumot wss acbrowlcilgcrt-befqc nrc lhg
-
'try
of s4teobcr
iOOl.-iv"O*iir O"r"i", d;;i*;d of Erglc Rivcr Waer & Smttatioo Dirtricc'
NotryPublic
My Co"unissio! GerPircs;
PROPERTYOWNERS;
D€nnit Gclvin, Gcocral Mueget
SnltulgrrnEawlonr.Nttno^C}HBfrlon!1.lLoct?Jqoo l{urly'ol
I 2a- g-o3; 1 1 :o2AM;US WES
t"'"'"'ou"
^r\ ride the (JweSt:\<; YY
Network
Sentices
To: (ilo lran Laan-cu qV)-3zt-f4 ' t,
FROM: Scott Canington
SUBJECT:
# pogls including this one: 7
REMAftKS..
2A- A-O3 ; 'r 1.O2AM;US WEST
R.*g tg Og 10:19!,}
lilr/bc
tlolt Cross E|ecbtc
8y:
ll. li. l'rqor
r t.Yr Ltrr''Dt llttoa.n
rrrrr llrirr lrr.at
ar. r,r..n, I |ra .. raDi.
Autlll::l .tll. .ltftf I
;97O4640672 *2/
7.2
'lb Whotr l[ Mny (fouctrru
Thnrrk yua lirralkrrving lnc_Io prd a rvalkrvay urxl s;la iu tlrc utility cussnrctrt ruta bctrvcc' (r'r ltcuver Drurr r{o.rr uud gd rjcnvcr Darri Ilold, lrvo udjrccrrt lxruscs tlrul rrur lirrlify qr*ro.
I rnxlerstnml lh.t yrru .ray .rtr! .crqgs r.r rhi* c,.srrrrc'. irrsr.
'llrt'0ur1xrsc of rhis ltrtr..r is r.'s$$rr. ).(ru rh,f ncc."rit lvill [r nvsilnblc ul lll tirncs.
.Sinctrcly.
By:
Prinl:
Uppar E.gh V.["y Wrtsr t Srrrit 66n
8y:
Print
hrHlc Scrrnce Co.
'Bi:
P.lll:
Itrrss l,eru(
To*'n oI Valt
Il. ll. Pr:nor
Ir.'.| l.^lrr,D|' g{ntari
rrurr Htitl rrirylr
lt^r,t,ln.lnrai r,r|!n.
Ar16rlil :l(1. JtXll
'lb Whour lt lr4ay Corrccnr:
l'lrarrk you firrallorving
-rrrc_
t. r)ul a warkrv.y alrd s;xr in the utiriry t'oss'enl areu betrvcerr 64 l]e'ver Du'r r{o*tr uucr g4 Bcuvcr Dnrri
Roud, trvo adjaccut trouscs thal oul liurrity orvlrs.
I unclemtund thrrt you nray ncct! accc.ss to lhis cascrncltt atcit.
'l'hc purposc of tlris lt:ltcr isi to:rssurr. 1'rru rlral ncccss will bc ar,ailahlc al nll titrrc.s.
Sinccrcly.
Iilr/bc
By:
Prinl:
Upper Eagle Valley Water & Sanitetion
8v'
Pdnt:
Print:
By:
By:
Publlc Se rvlce Co.
C{-,,=-C*-/-
l(uss |terol
Town of Vall
/e,nr
Print:
Sep-16-()3 lO:OrlA , *.|- J9 r$ l:
n
I n.: EE O? 1$; l
,t -f
1
i
OESIGN B€FY
P -O2
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H*'xH *'HT;tj:g ?,:j:Yt *., 1ryjn rrus lir*y n''4. t w Ji#,'ii,lIifiH,Hltr t'r B*rtr Dani
I dfirtcuhud grdl|q; trE|y ntiij {c(rr}! Lr rlrir casarurrt rre.
I.frSrqloac uf rir lrrtrr is u .lr {t} {itr*$. t' $r'|rl'ttllt drd t*{err qrill 14, lygih*{L,
Sinartly-
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Design Review Board
ACTION FORM
Departnent of Community Development
75 Sou$ Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 tax: 97O.479.2452
web: www.ci.vail.co.us
Project Name: Petrus residence DRB Number: DRB020205
Project Description:
Change to approved plan (stone material change).
Pafticipants:
OWNER PETRUSMANAGEMENTCORP 06/2612002 Phone:
12377 MERIT DR 17OO
DALT.AS TX
7525I
License:
APPUCANT WARREN LAWRENCE 0612612002 Phone: 390-7484
License:
ProjectAddress: MBEAVERDAMRDVAIL Loca6on:
Legal Description: Loe 28 Block 7 Subdivision: VAIL VILI-AGE FIUNG 1
Parcel Number: 210107113fl)5
Comments:
BOARD/STAFF ACTION
Motion By: Action: SIAFFAPR
Second By:Vote: Date of Approval= 0612812002
CondiUons:
Cond: 8
(PLAN): No dranges to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate radew committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please onsult with
Town of Vall Building personnel prior to construction activities.
Planner: Bill Gibson DRB Fee Paid: $20.00
)
'l
T0t4,ivm
Application for Design Review
Depatment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval,
Location of the Proposal:Lot:.2O Btock: 7 suwivision: V,gl fi //*4 e
Physical Address:
Parcef No.: z-/ 6 / O7/13 OOS (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Phone:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
E-mail Address:
Name(s) of Owner(s):
Mailing Address:.7525/
752s7
Phone:
Type of Review and Fee:
tr Signs
E Conceptual Review
tr New Construction tr Addition
tr Minor Alteration
(multFfamily/commercial)
tr Minor Alteration
(single-family/du plex)
.t \[ Changes to Approved Plans
tr Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved
Design Review Board.
No Fee
by Planning Staff or the
RECEIVEO
Applicatiori Date:_ DRB No.:
t'
t
Buildino Materials
/
other Wall Matefiaysfd,
/Fasoa
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
PROPOSED MATERIAIS
Tvoe of Material C.olor
@
Siding
K,6l' :*.
Please specify the manufacture/s name, the color name and number and attach a color chip.
Page 6 of L2102107102
€z,4ocrzx
'f
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
LighUng Plan:o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous area o Attach a cut sheet for each proposed fixture.
II. REPAINT PROPOSAI.S
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)
o Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of L2102107102
o
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TOWNOFVAII. COITRADO Stotem€nt
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gtatqnent Nrrmber I Roo0OO2644 Anount: $20.00 06126/200203:02 PM
Palment llethod: Check Init ! itAR
Notatlod: 2533 fadel Dcrreloplcnt LIf
P€mlE No: DRBO2O2Os fipe: DRB-Chg to Appr Plans
Parcel llo: 2101071130O5
SItE AddTEgE: 84 BEAVER DAI{ RD VATL
Locatlon:
Total FeeB: 920.00
ThLs Pal4nent: $2O.OO Total AIIL PmgB: 920'00
Bal.nce: $0.00
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ACCOUNTITEM LIST:
Account Code Descrlption Curnent Hnts
DR OO1OOOO31122OO DESIGN REVIEW FETS 20.00
oo
Design Review Board
ACTION FORM
Deparbnent of Community Devdopment
75 SotJth Frontage Road, Vail, Colorado 81657
tel: 970.479.2739 fax: 97 0.479.2452
web: www.ci.vail,co,us
Project |{ame: Petrus Residence DRB Number: DR8020055
Proiect Description:
Change to approved plan for new single-family residence
Paftacipants:
OWNER PETRUSMANAGEMENTCORP 03lt4l2002Phone:
12377 MERIT DR 17OO
DALLAS TX
7525L
License:
APPUCANTWARRENLAWRENCE 03lt4l2002Phone:390-7484
License:
PrcrectAddress: 84 BEAVER DAM RDVAIL Locataon:
Legal Descripdon: Loh 28 Block: 7 Subdivision: VAIL VILTAGE RUNG 1
Parcel Number: 210107113005
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApprovah O3l2Zl2OO2
Conditions:
Cond: 8
(PI-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: CON0005219
This approval is contingent upon verifrcation of the proposed GRFA and site coverage
calculations.
Planner: Bill Gibson DRB Fee Paid: $20.00'
ol
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TOWNOFVAIL, COLORADO Stat€Nr€nt
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Statenent Number: R000002052 Anount 3 $20.0O 03/t4/2OO2O4:21 PM
Payment Method: Cfiect< Init: dIAR
Notation: 2388 wadell Development IJIJC
Permit No: DRB020055 Type: DRB-Chg to Appr Plans
Parcel No: 210107113005
Site Addregs: 84 BEAIIER DAIiI RD vAIIr
Location:
Total FeeEs $20. o0
This palment: $20.00 Total ArJ, Pmta: $20.00
Balarce: S0.00
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ACCOI,]NT ITEM LIST:
Account Code Descni pti on Current Pmts
DR OO1OOOO31122OO DESIGN REVIEW FEES 20.00
(
FILI COPT
Department of Community Development
75 South Frontage Road
Yail, Colorado 81657
970-479-2138
FAX 970-479-2452
www.ci,vail.co.us
Ivtarch 15,2001
Chrlie Acoredo
P.O. Bor 2007
Avm, CO t1620
Re: Developmen Poantiolfor Lot 2E, Blrch 7, VaIl Wlrye In Fihng / E4 Beavet Dsrn RMd
Dear Charlie:
The intentim of this ldter is to infrrrn ymr of the dwelopment potential for 84 Beaver Dam Rmd. 4e66ding to the
existing lot size and zoning the dwelryment potortial fo this poperty is as follows:
Dwellingunits: 2
AllombleEHU: TIpeIIEHU
Alloumble GRFA (Gross Residential Floor Area):
AllowaDle 425 Credlt 250 Bonus Total/Unit
Free merket nnit(s)4,2t0 +850 + not eligible 5060 s.f.*
TYpeIIEHU 500 (credit) + not eligible + not eligible = 500 s.f.t
The EHU can be larger by taking allorrable GRFA away fiom the Aee markd unit(s) and rnrst be between 300 s.f.
and 1,200 s.f. in size, ltrowever, the fiee market rmit(s) can not us€ any pcrtion of the 500 s.f. ctedit for the EIIU.
Neither the fiee market udt(s) ns tbe EHU are eligible for a 250 bonus because as oew units they rvorld not meet
the criteria under 12-15-5 of the Toqar Code. The EHU is not digible fm the 425 sedit because it is ncrt cmsidered
a dwelling unit fc dasity purposes.
Site Covaage: 3,920 s.f. QDo/o of ld.. - if grades beneath fuilding and parkiDg areas average lsss then lQolo)
2,940 s.f. (15% of lot - if grades beneath hrilding and prking fieas avoage m<re than 30%)
Lot Size:
Z,@ing:.
Setbacks:
Iandscaping:
19,602 s.f.
Tno-Family Primary / Secmdary Residential
20 ft. (froO / 15 ft. (sides andrear)
I1,761 s.f. (50% - required)
Parking: 3 spaces (required fo dwelling unit geater than 2,000 s.f.)
2 spaces Cequned fG ernployee hcnrsing unit up to 1100 s.f.)
5 spaces (total required parking spaces frr I dwelling unit and EHI)
€po*" 'o
Cinggo Godits: 4 ryaccs / 1200 sL crodit fa 2 allouaHe dwdling rnitr ' l soaces/3ms.f creditfutbeEllU
5 ryaces (1500 s.f. tcal allowed crodit fr garagp Sac€s)
Ncw costructim mus also sati$ ctrrent derrelryneat *andrds as ortliDed in Tltle 14 dthc Toum Cod€, ad@€d
by reference m the T)wdryneat Stmdrds lledbod(".
If yur have my qu€stimd 61 s@cerns, pl€as€ do ac hesirate to cmtact me at akj€rdfiAci.r'ailco.us t 4T)-2148-
ApR-r t-oo t3 r so FRolt:rorfo"r_o""r.fl
I0ifrJtl-'*bFfiil7 AppucArroN
\Thb.application fF-iy project regulrtng Design Re .
reeive Oesign ne,rle*.' apfu;'rai-p-ri" tlrrirffi |"l]Iil,?ffi " ry1 Prolect
reqursnen* tur *. **-,f[*.9,*5ffiilfl"1?Hffi'} g.t$.
requirsnents tur tre oaru'o,rar aimo"ir -d;t;;u'&fu:"r{:nuffi jgffi ffitr Hllffiffi ,ffi*]tr3lg:fgf.Fffi f:yercd rry $e rown coundr and/or ure 5Tililr'r.c"r1'f r"'L'{"iilR;'ffid;fr ;#"ff;&%T":Rr#lH?:ffi ly*,*
D€SexFnoiloFTHERR{l-Esn _+*A
-0q'{_
B.LocAnoN or pRoposd,tOx 28 BLOCK: 7 -
od;il#, ff 'ornn,nE *n * o"rl,1'r rr "
FOR DESIGil
f r*; ;;,:n
PIIYSICA! ADDRESS:8
-
(conbct EAgb Co. Assessors OlllCe at 9i'G32g{6{0 fbr pErd t)
c.
o.
E
P
rfAME OF OIVNER(S):
MAITING
U_ 7525I pHONE:{-788-F.
G,tlAI'tE OF APRICAIIT:Morter Arch i tects
H.TY?E OF REVIEW AIID FEE;g IfrCocrfscticr _ 0200 tr Addrtsoi g5o
O lrliaorAltention - l2O
Consuuction of a new bulHirp.
Includcs any addltbn wheri,square bobse b added to any rcsiderUal or cnnrercial buildlng.
hcllld-asmlnor qrTges to pitot1ry.d str tnrrrcrenE, such
?sl Fpofinsr Ftntho, erindor adiilons, ran#pinf, fcnces and retaining walb, ets.
DRB fr:es are o be oau a trte H.*- ol*bnitbt- rater, w-hen amryhg for a briEirrg permit pleae i$ntffv tlE acq,rde valuaB'' of thc p,ojea rtre iJ"'or1"]i
",ur
aou* the fee morrthg to tie prdst vatuation.
PttAsE suBftrTTt{rs APPu-slllou Arr suEmrTAL REQUnETGUTS lrrD
'HE
FEE rO THE oernrrlirr o-r oorifrilury DEVH-O?rEifi,zs souffi FRoilrAoE Ro D,tarad|LbRADo 816rrz.
r;;"I:HnF,heve.pm€nr
75 S. Frontage Road
Vail, CO 81657
a
Please make checks payable to the TOWN OF VAIL
Receipt No. t I od L
Date Yr(( C!Z)
Account No,Item No.Code#lGostEachl Total
001 0000314 1110 4qrylg Cld Address Maps zA 9s.00
00 1 0000 314 1112 Uniform Buildinq Code - 1997 - Volume 1&2 ,an (<n Qq
001 0000 3141112 Uniform Building Code - 1997 - Volume 3 s57.20
001 0000 314 111t International Plurrbino Code - .1997 cB , $s6.00
001 0000 314 1112 Inlernational Mechanical Code - 1998 $3s.00
001 0000 314 1112 Uniform lvlechanical Code -1997 DJ'J. OU
001 0000 314 1112 Uniform Fire Code $s6.00
001 0000 3141112 National Electrical Code ult $37.00
001 0000 314 1112 4E!9CIe[!1!c!ce!scs eldc. s ]99Z (o o(
001 0000 3',41112 lvodel Energy Code - 1995 s10.00
001 0000 314 1112 Analvsis of Revisions to 1997 Uniform Codes $12.75
001 0000 314 1112 Other Code Books
001 0000 31 4 1 21 1 Blue Prints/MVlar copy Fees BF $7.00
001 0000314 1111 Xerox Copies l XC DU.ZC
001 0000 314 1111 Lionshead Master Plan ($ 1.80/$1 .60)MS $40.00
001 0000314 1111 Studies. ivlaster Plans, etc.MS
001 0000 315 3000 Penaltv Fees/Re lnsDections PN
001 0000 s11 2300 Plan Review Re-check Fee ($40/oer hour)PF
001 0000 315 2000 Off Hours Insoection Fees OH
001 0000 312 3000 Contractors License Fees CL
001 0000 312 4000 Sign Application Fee SP $20.00
001 0000 312 4000 4qElltiona! Qign Application Fee SP
001 0000 3't12200 Design Review Board Fee {Pre-paid)DR 'z-Da.- -
001 0000 31s 3000 Building Investigation Fee PN
001 0000 240 3300 D9u99p!f !rnproygqg!!49r!9mern Delggri q?-!E!]0 AD
001 0000 312 1000 Restaurant License fee {TOV}RL
001 0000 230 2000 Spec. Assess.-Restaurant Fee to Co.Deot.Rev.SA
'001 0000 201 1000 Tarable @ 4.5ol" (Srare) - Tax pavabie IT
-001 0000 310 1100 Taxable @ 4.0"/" CTown) - Retail Sales Tax T7
Other/i/isc. -MS
001 0000 311 2500 PEC APPLICATION FEES
001 0000 311 2500 Additional GRFA - "250"PV $200.00
001 0000 311 2500 Conditional Use Permit PV $200.00
001 0000 31 1 2500 Exterior Alteration - Less than 100 sq. ft.PV $200.00
001 0000 311 2s00 Exterior Alteration - More than '100 sq. ft.PV ss00.00
001 0000 311 2500 SDecial Deveiooment District - NEW I PV s1,500.00
001 0000 311 2s00 Speciai Development District - Maior Amend I PV $1 ,000.00
001 0000 311 2500 Special Deveiopment District - Minor Amend PV s200.00
001 0000 31 1 2500 Subdivision Fees PV
001 0000 311 2s00 Variance PV $250.00
001 0000 311 2500 Zoning Gode Amendments PV $250.00
Re-Zoning PV $200.00
001 0000 319 3100 Greenstar Program
Other -MS
TOTAL:2/T
Commenb:
Cash _ Money Order #cn*x* 4 u ai
Received by: Lc--
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