HomeMy WebLinkAboutVAIL VILLAGE FILING 11 BLOCK 3 LOT 10 LEGALCd'rI.$TTY FIELOPIE T'
Design Review Board
ACTION FORM
Department of Community Deye,lopment
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 tari970.479.2452
web: www.vailgov.com
PToJect Name: HINTZ OFFICE/NANNY APT. ADDMON
Project Description:
RNAL APPROVAL FOR A GARAGE AND APARTMENT ADDMON, RE-APUCATION FOR A NEW
DRIVEWAY ADDRESS PILI.ARS
Pafticipants:
OWNER HINTZ, BERNDJURGEN 0612612006
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
UNITED KINGDOM KT139UX
APPUCANT SNOWDON AND HOPKINS, ARCHITE06/26|2006 .Phone : 97 O-47 6-220L
PO BOX 3340
VAIL
co 81558
License: C000001763
ARCHffiCT SNOWDON AND HOPKINS, ARCI'|ITE06/26I2$5 Phone: 970476-220L
PO BOX 33,{O
VAIL
co 81658
License: C000001763
Project Address: 3130 BOOTH CREEK DR VAIL Location: 3130 BOOTH CREEK DR
Legal Description: loh 10 Block 3 Subdivision: VAIL WLLAGE FIUNG 11
Parcel Number: 2101-023-0400-2
Comments: SeeConditions
DRB Number: DR8060249
Motion By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of Approval: O7 I 1912O06
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate rwiew committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel.prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202a^7
...- . ' . .'-' , . .. , Approval of this project shall lapse and become vold one (1) year follorying he date
of final approval, unless a bullding permit is issued and construction is commenced
and is diligenUy pursued toward ompletion.
Cond: CON0008255
The applicant shall provide a staging plan In conJunction wlth the plans submltted
for a buidling permit.
Cond: CON0008257
The applicant shall depict a llmlts of disturbance fence and erosion control fence
on the site plan submltted in conJunction with the buildlng permit plans to be put
in place prior to the start of constnrtion to protect trees to remain and control
run-off.
Plannen Wanen Gmpbell DRB Fee Pald: I3OO.OO
. .1:
i, .,
Osncr
Architctt
Zonc
Lot sizc
ZONE CHECK
oorc, (a 5O-ObGN
L"gat<tcscriprion:Lot lO nt*r.Eilg
Addrcss
Pbonc
Phonc
Proposcd usc
Brdldablc
. Allorvcd Existing . hoposcd
,.-.dotarcRFA : +- =J!% Lll55 * l3Ll8 =
l:r:t'ea*'aRFA
-+(425)(6?5,)=_
Lll$ . 601 =
*r^J&triluGnrA +(125)(675+) C * _.
'_.,
=
r 675= 425 crcdir plus 250 addition
RcmainingTotal
5SosulE
131
J@q
= 918 tly
tilr/
td+w
l22ot
^)#fi:?@B
Lanrrscaping @/o rvrinimum I IJST
3't 6'
A'tlB-a
Rctaining Wall Hcig!rs
Prrking
Caragc Crcdit
Drivovay
.__,4, wi((300I(600Xe00).(t200)
a rft
Pcrmincd Stopc -tr--"
Rcquirctt
vqr..X- Nq
v,, 'X wq
4) Watcr Coursc Sctback
5) Gcologic Hazards
a) SnorvA
b) Roclfall
c) Dcbris Florv
lfl
Docs tlris rcqucsr involvc a 250 Addirion? A /n ,
Horv much.of rhc alloivctl 2j0Addirion is uscdwirh *rrc**rL
Sitc Covcragc 2O7.
Hcigbt
Sctbacls
Conrplics rvitb TOV Ligbring Ordinancc
Arc finishcd gradcs lcss tlan 2:l (50%)
Enriron m cn ta Llllaz:rds
Prcvious conditions ofapproval (cbcck propcrty filc);
ls thc propcrty non-conforming? Dcscribc:
31a1
rro@
Front
Sidcs
Rcar
',. 20'
.J 5'
t5'
2) Floodplain
3) Wctlands
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New Construction
Application for Design Review
Departrnent oF Community Development
75 Soutr Frontage Roa4 Vail, Colorado 41657
Tel: 970.479.2128 fax: 970.479.24s2. Web: www,vailgov,com
General hfgrmatlon:
AIJ projects requiring desbn revlew must r€ceive approval prlor to submlttJng a building permit application, please
reter to.the srbmittal requjrements for.the partkulai aoproval that is requeiteo. nn apiication idr oesign neviarvcannot be accepted until all required inl'ortnation is recei\€d by the CommJnity oevetopment D@artment, Thep4ect may also need to be reviewed by the Tolvn Council ani/or the planning and
-Envlronmenbt
commission,Design review approval lapses unless a buiHing perrnit is issuea anu cirirrucfion ommences withinon€ year of the apptoval.
Description of thg Re-qua"c1;
Location of the proposat: t-ot: l0 Block: 1
Physical Addr€ssi
Parcel No.!
Zoning:
Name(s) of Owner(s):
Mailing Address:
Owner(s) Sigruture(s):
Name of Applicant:
Mailing Address:
E-mail Mdress:
Type of Review and Fee:tr Signs
D Conceptual Rerriew
Nelry Conshuction
Addi6on
Minor Alteration
(MulcFFamily/Commercial )
Minor AlErauon
(Sin gleFamilyiDuptex)
Changes to Approved plairs
S€paration Request
UN
6)oo
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\
tr
E
tr
n
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tr
Phone:
br
$50 Slug 91,00 per square foot oFtotal stgn ar€a.
i\o Fee
$650 Construction of a new building or demo/rebuild,$300 An addition where square footage is added to any residential or
commercial building (includes 2S0 additions & inFrior conversions)..$250 Minor changes b buildings and site improvements, such as,
re-roofing, painting, window additjons, landscaping, fences and
retaining wallt etc.$20 Mlnor changes to buildings and site improvements, sltdt as,
re-roofing, painting. window additions, landscaping, fences ano
retainjng walls, etc.$20 Revisions to plans already approved by planning Staff or the Design
Revi€w Board.
i\o Fee
h'a.rJu^+For Office Use Onlv:
FeePdd fu& --_
Meeting Datei
Subdivision:
(Contact Eagle Co. Assessor at 970-328-9640 for parcel no.)
Planner:
7 - lQ-oQ
? 5c)
Project No.:
RBoG
autr.t ueoJnn dcn:cn Ln qz ielAl
- firrrf" l\o,tidawA, ' , Lo| lY -Vle* 1 ' vt, ldL lr[r,t , llr Vrntnow; 4F1.- ,
Buildino Mqterials
Roof
Siding
Other Wall Materials
Fascia
Sofflts
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior LlghUng
Other
otAtr qh*t'
w004'
$f.
1,1v. wlrlc.l
na (irr 5"r4e .) .
na
PROFOSED IIATERHTS
Tvoe of Mabrial Color
r^i'lA axilfiral
lr, /aThnLl lz1' o$a'sh"vlo wrT"h aritf rirt
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4pf .
tx f*, ' tdtv'qfaih h t^rkh exirttlrg
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Notes:,
P|easespeciffthemanufacturer,sname,theco|ornameandnumberandattachaco|orchip.
t2/02104
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mffiIlft'tt\ttq fiv
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PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
Botanlcal Name
n?
PROPOSED LANDSCAPII{G
Common Name OuantlW Size
$"'l-+t'aollonwr,l.1
I l$" l+r'\
,|
Mi nimum Requirements for Landscaping :Deciduous Trees - 2" CaliPer
Coniferous Trees - 6'in height
Shrubs - 5 Gal.
Squarc Footaqe. Tvpe
ll?':GROUND COVER
SOD
SEED
IRRIGATION
TYPE OF EROSION CONTROL
lttP ,5 t utw*
lla.
ertarr4 eYirfirq fffrm'
ftvl
P|ease speciff other |anilscape features (|.e, retain|ng wa||s, fences, sv,imm|ng Poo|s, etc.)
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t*****tf*t't1*************+***++t+tt**it*tta******t*i***+**+**+++*************t+++f++********
TOWN OF VAIL, COLORADO Statement
SeaEement Number: Ro60oO0872 Arnount: S300.00 06/26/200602:!9 Pltl
Payment Method: Check Init: ifs
Notation! 730/SNOWDON &
HOPKINS ARCHTTECTS, P. C.
Permit No: DR8060249 114)e: DRB - Addition of GRFA
Parcel No: 2LOL-O23-O4OO-2
SiTe AddresE: 3130 BOOTH CREEK DR VAII,
Location: 3130 BOOTH CREEK DR
Total Fee6: S300.00
ThiB Payment: $300.00 Total ALL Pmtsr 9300.00Balance: $0.00
ACCOT]NT ITEM LIST:
Account Code DescripEion Current Pmta
DR OO1OOOO37T22OO DESIGN REVIEW FEES 300.00
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PO Box 3340 o Vail, Colorado 81658. Phone'.970-476-2201 o Fax:970-476-7491
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Po Box 3340 r Vail, colorado 81658 . Phone: 970-476-2201 . Fax: 9zo.4z6-z49j
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PO Box 3340 e Vail,
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Colorado E1658 . Phonc:970-476-2201 . Fax: 970-476-7491
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Vle0v pon tu
H Georgian kntem
Y---lA oul.uut-fr-1 rengttt:tlF-j=_L.nrem IlJ"ji:_i
Lantern Height vs.
Overall Length
When ordering, please be sure to con-
sider the difference between lantern
height and overall length. We want to
make sure you select the correct lantern
size for the space it will occupy If you
have questions about lanterns size
please call our customer service depart-
ment.
EX-5406-AI2 Georgian Lantern Curved Arm Wall
Mounr (6" roo[ widtF) in Architectural Bronze wirh
Clear Seeded glass
Aildintnrior)s
ln inchas ffi /,''i
t,,41'=
r i-:::-
Curved Arm
Wall Mount
A
ll -a-- sltotnn
,'iT wrth., il suwon
a=li bractut|J.
EX-5406-4r2
EX-5409-AI2
Er-r4l1,Al2
EX-5413-Al2
6
9
1l
I3
IO
D-W
t5-3t4
t8-3/4
r5-t/4
t9-3t1
27,3t4
32-v4
9-314
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t4-v4
L9-IN
4-3/4w x7h
1-311w x7h
1-311w xfh
8w x lOh
vl50
vr50
1/r50
l/150
u60
3/r00
3/100
-
Flush CeilingF MounrIT<-,,.r :t
EX.5{06-Al7
EX-5,109-AI7
EX-5411-Al7
6
l1
10 113
rz-r/2 | 17
15-3/4 | 20-r/2
I
5-3/1 dia
5-f/4 di^
5-1/4 dia
l/150
vt50
l/i50
v60
3/r00
:
e,4.
i-K
\--
Chain Mount
Stu.lfr ovcrall
tiryii r" t'
Inaretwnts.
EX-5406-A18
EX-5.t09-ArE
EX-5, 1-Al8
E (-t4t3-418
EX-5,+15-A18
6
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li
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l5
t0
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t5-3/+
t8-3t4
20-3t1
l17I zr
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:30
5-31+ di^
5-31+ dR
5-3/4 di^
&-VZ dia
8-r/2 dia
1/150
l/150
1/150
1/L50
r/150
u60
3/100
3/100
vl00
l'i
lr
11
t-
ri--- 'r
Stem Mount
Soccifu werall
lingrli in t "
lrLreme'||s.
EX-5,t06-Al9
EX-5409-Al9
EX-5tll.Al9
EX-5.fl3-Al9
EX-54rt.At9
6
9It
I3
l)
r0'
12-v2
t5-3/1
L8-3/4
20-3/1
l5
l8
22.
28
3I
5-3/1 dia
5-3/1 dia
5-3/4 dia
8-Ltl dia
8-l/2 dia
l/150
1/150
l/150
l/r50
vl50
u60
3/100
3/100
3/100
j "'X-
''i-
TT! =l
Posl Mount
Ovrall ler'Bth
doas not i^alude
post Jitter sleeve.
Fits statrdard 3"
dia. rcwd post.
Post noL included;
see Wge 42.
EX-5409-A2,2
EX-541t-422
EX-5411-A22
II
13
t2-t/2.
L5-3/4
t8-3/4
r8-3/4
zt-?/4
26-r/+
1/150
r/r50
L/t50
u60
3/I00
l/100
!
,3
j-K
E:_-i:-.=:;t-i
c::--aa=a
Column
Mount
Owrall length
includes lantem
teith h-base.
EX-5.106-A23
EX-54$)-423
EX-5411-.A23
EX-54r3-A23
EX-5415-A23
6
9
II
l3t)
l0
tz-t/2
t5-3/1
t8-3/4
z0-)t+
I6
19-314
23
29
3r-t/z
5-U4 sq
6-314 sq
8-3/'l sq
12 sq
14 sq
I/150
l/150
l/I50
vr50
t/r50
u60
3/100
3/100
3/r00
Fax Order Line (24 Hours): l-800'5O5'94O4 CLASSIC EXTERIOPS COLLECTION . 3I
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Status:
I Approved
Gonltmurulry DEvELopMENT Rounnc Fonnrt
ffi Approved with conditions I Denied
Routed To:Georqe Chalberg, PW
Date Routed:06/28106
Routed By:Warren Campbell
Date Due:06/28/06
Description of work:Proposed addition to an exising single-family structure.
Address:3130 Booth Creek Drive
Legal:Lot:10 Block:3 Subdivision:Vail Villaqe 11th
Comments:Date Reviewed: 6/30/06
Need additional review bv Fire
Provide a stamoed survev that has uodated 100 vear flood plan.
Jo*rr."T oF coMMUN,r" o"u"ril"*,ga-,rUillr"A. tr
L..o{to,r3[\t]
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL. CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICALPERMIT Permit #: M03-0219
Job Address: 3130 BOOTH CREEK DR VAIL Status . . . : ISSUED
Location.....: 3130 BOOTH CREEK DRIVE Applied . . : 10/23/2003
ParcelNo...: 210102304002 lssued. . : 10/27/2003
ProjectNo: -"1 sO36343 Expires..: 04/24/2004
owNER HrNrZ, BERND ,JI]RGEN L0/23/2003 phone:
NOVAR HOUSE 24 QIJEENS RD
WEYBRIDGE SIJRREY
T'NITED KINGDOM KT139TX
License:
CONTRACTOR KEI,I,Y'S QUAIJITY PI.'I'MBING SF,RLO/23/2OO3 PhONE: 970-328-5093
P.O. Box 3187
Eag1e, CO
81531
I-,icense: 245-M
APPI.,TCA]iTT KEI.,LY'S QUAI,ITY PIJUMBING SF,R]-O/23/2003 PhONC: 97O.328-6093
P.O. Box 3187
Eagle, CO
81631
License : 245-M
Desciption: INSTALL SNOWMELT,GAS FIRED BOILERS IN GARAGE
Valuation: $7.900.00
Fireplace Information: Restricted: Y # ofGas Appliances: 0 f ofcas Logs: 0 # of Wood Pellet: 0
FEE SUMMARY .larrt:ir:ta:*'rt**t*:*:****1**a*rra*all*at:it**l'i't**:t:ta**rr*.r*'raa+,1
So.0o Total Calculated Fees--> $203.00Mechanical--> $160.00 Reshraranl Plan Review->
Plan Check-->
lnvestigation->
Will Call--->
S40. 00 DRB Fee----------->$o . oo fudilisnal Fees'---->$0. 00
$3.00
BALANCE DUE._-->s0.0o
artt++,t'tl t*a)**rta,t,l't** *'i t:t a*lt*+a t* tl |!ta,l* atla'a+aat* ata tl l:l*:*i l*'l *
Iten: 05100 BUIIJDING DEPARTI{HflI
Lo/27 /2oo3 ,JRNI Action: AP
It.em: 05500 FIRE DEPARTl{EnflI
CONDITION OF APPROVAL
Cond: 12
(BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAIICE.
Condz 22
(BLDG.): COMBUSTIONAIR IS REQUIRED PER SEC. ?01 OF TI{E 1997 IIMC, OR SECTION
701 0F THE 1997 IMC.
Cond: 23
(BLDG. ) : INSTAL,LATION MUST CONFORM TO MANUFACTTTRES INSTRUCTIONS AIiID TO CHAPTER
10 OF THE 1997 I'MC, CHAPTER ]-O OF THE 1997 IMC.
Cond: 25
$0.00 TOTAL FEES-_-----+ 5203 . 00 Totsl Permit F€e-----> $203 . 00
Pa),rnenls----------> 5203.00
(Br,DG. ) :
TERMTNATE
Cond: 29
(Br,DG. ) :
THE 1997
Cond: 31
(BLDG. ) : BOILERS SIAITL BE MOUNTED OII FI-,OORS OF NONCOMBUSTIBLE CONST. ITNLESS
I-,ISTED FOR MOI'NTING ON COMBUSTIBLE FIJOORTNG.
Cond: 32
(BLDG.): PERMIT,PLANS AND CODE AIIAIYSIS MUST BE POSTED IN MECIIANICAI-, ROOM PRIOR
TO AI{ INSPECTION REQI]EST.
Cond: 30
GAs APPLTANcEs sgl BE vENTBD AccoRDrNG ro crrAt I AND srrnr-,r.,
AS SPECIFIED IN SEC.8O5 OF TIIE 1997 I]MC, OR CHAPTER 8 OF THE 1997 IMC.
ACCESS TO HEATING EQUIPMENT MUST EOMPI-,Y WITH CI{APTER 3 AI.ID SEC.101.7 OF
I'MC AI{D CIAPTER 3 OF THE 1997 IMC.
(BLJDG. ) : DRAINAGE OF MECHMIICAIJ
BOIIJERS SHAIJI.I BE EQUIPPED WITH
SECTION 1004.5 0F THE 1997 IMC.
ROOMS CONTAINTNG HEATING OR HOT-WATER SI'PPLY
A FLOOR DRArN PER SEC. 1022 OS THE 1997 UMC, OR
1'rit'|*a ***:l* *I|* a:l:l r:r a | 't a a t,t:l 't 't t:l I ta t:t**:t
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information requ ed, completed an accurate plot plan,
and state that all the information as required is correct. I agee 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.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM.
SICNA OF WNER ORCONTRACTORFOR HIMSELF AND OWNEF
**t* + *t** * 't** * **+* * * +* * * * *+***+*** * +l t +****1* * **+ * i ** ** ** * *X + * * +* * * * +* * * * ++ * **** ** ** * * * *!t* **
TOWN OF VAIL, COLORADO Statement
| + *** I * *+* * f** * * t **lr * +++***l f * * ** **** ** * + * *+*l * + ++* * + + ** *** *a * * * ** + + **l+* * ++ + + + ** * + * ** * t *+ + *
Statement Number: R030005008 Amoult: $203.00 LO/27/2OO3O3:53 PM
Payment Method: Check Init: LC
Notation: #1498/kELLY ' S
OUALTTY P &H
Permit No: M03-0219 Type: MECHANICAI PERMIT
Parcel No: 2IOIO23O4OO2
Site Address: 3130 BOOTH CREEK DR VAIL
L,ocation: 3130 BOOTH CREEK DRM
Totsal Feea: $203.00
This Palment: $203.00 Total ALL Pmts: $203.00
BaLance: $0.00
***l' * *l ** '}* t :t * f* * **'i * * t ** 'l {' * *{' * t * ** * f** l* * * * ftt t * * *+{' '}* * ** * * * ff * * * ** 't {' * '}t 't r! * t*** *** * * t* *****
ACCOI.JNTITEM LIST:
Account Code Descniption Cunrent Pmts
MP OO1OOOO311i1OO MECHANICAL PERMIT FEES 160.00
PF OO1OOOO31123OO PLAN CHECK FEES 4O.OO
hlc OO1OOOO31128OO WIIL CALL INSPECTION FEE 3.OO
*'t"'-[BE ACCEPTED " 'N'O""IO*
Mechanical Permit #:
97 0-479-2149 (Inspections)
T?rI',IOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
Permit will not be accepted without the following:
{:r9%
include:
l'
Room layout
Di
Air Duct Size
Gas Line
CONTRACTOR
VATUATION FOR MECHANICAL PERMIT Labor & Materials
drawn to scale to
t\
Contad
Mecha nical Contractor:Town of Vail Reg. No.:245 - /4
Contact and Phone #'s:
E-Mail Address:
Assessorc Offie at 970-328-8640 or visit for Parel #
Parcel #&/o /oz94ooz-
Job Name: t r LrTz- 6pt waJTtv robAddress: grcoBoow oRK. bpue
LesalDescription l[Lot: 79 ]lBlock g llritine: ll llsubdivision, t/^/L tz/t/i6&
aT" *un1' J qpsav * ilvt-t ll ^HxxMEngineen lfAddressr . _ l[ phone
Detailed description of work:/ksVcu sNotukecf, e**7/Dd SoLerzE /Ne/+/z^Ge
WorkClass: New( ) Addition( ) Alteration( ) Repair( ) Other( )
Boiler Location: Interior $.) Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg: Single.family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: /
Nofiype of Fireplaces Existinq: Gas Appliances (/ ) gas bqs (6 Wood/Pellet ( ) Wood Burninq (
Noflype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED)
Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( )
Planner Sion-ofr:Acceoted Bv:
Date Received:
\\Vail\data\cdev\FORMS\PERMITS\MECHPERM.DOC 0't /26t2N2
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OrIrieI: HINTZ, BERI\D JURGEN -
Tuccd.y, llffiorbcr ()4, 2fiXt
JRT
3130 EOOT}ICREEK DR VAIL
3I3O BOOTHCREEKDRTI/E
KELLYS CI'ruTY PLU]I|ANG SER\rc T.IC.
KELtyS OUAUTY PlLrltBlMl SEFnncE firlc.
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lbm: 3e0 ilECll-FlnrlR.qnCo.: KELLTS OUALTY PLUUBIT.IG SER\rcE hE.
CofllnenL: wlll cd 9.77-0.121
ryrH: .iloNDR c'oN
INSTATL S}.ICruYUELT,CAS FREDSO,S-ERS hI GARAGE
ROI'TED TO JR FOR REUNi'
Tine Erp
h|!ec{on Hlctfiu
bm: 2fl) XCCI.$RouIhItrn: 31O lEc}}Hodncl!rm: 315 rui8crffirelirn: &l{l f|Ec}|-Erfi.uif Fbo{blbrn: gI) reC}}sugpty A|r, fm: 34O trEcl.$Mba. "Appfovad*
l0r?8r03 ln D..tor: hm'' AG{on:
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NEPTl31 Rtrn fd: 1398
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TOl4ilVfi)
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 Jax: 970.479.2452
web: www,ci,vail.co.us
Proiect Name: HinE Res.Change to Approved DRB Number: DRB0'10307
Project DescripUon:
Change to prwiously approved plans (9-26-03): Changes include replacing necessary siding with
siding painted to match and clading the additions in siding to match. This change to approved
plans added 26.3 square feet of GRFA for a total addition of
Pafticipants:
OWNER HINIZ, BERND JURGEN 0710712004 Phone:
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
UNITED KINGDOM KT139UX
License:
APPUCANT HINTZ,BERNDJURGEN 0710712004 Phone:
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
UNTEDKINGDOM KT139UX
License:
Project Addrcss: 3130 BOOTH CREEK DR VAIL Locataon:
3130 BOOTH CREEK DRIVE
t€gal Description: Lot: 10 Block: 3 Subdlvlsion: VAIL WLI-AGE FIUNG 11
Parcel Number: 210102304@2
Comments: See Conditions
BOARD/STAFF ACTIOI{
Motion By: Action: STAFFAPR
Second By:Vote: DateofApprovall 0810412004
Conditions:
Cond: 8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s),
Cond: 0
(PI-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
o
and is diligently pursud toward completion.
Planner: WarrenCampbell DRB Fee Paid: S2O.OO
.Re*r^t;on as d N{ ua$ y\isnn1
1-2 0q ZONE CI{ECK
.Lcgal dcscription: Lot JO ntock
Addrcss
Orrncr
Arch iicc t
Zonc
Lot sizc
\'tll''tl,T llbfil;,,J
Phonc
Phonc
Proposcd usc
-
Buildable
xr,4,;1t 6AsUr,*tfo
Prinrary CRFA _ + (425) (675*) -
Sccondary CRFA + (a2g 1675+1 - - +
+ 6'15= 425 crcdit plus 250 addition
Docs this rcqucsr involvc a ?j0 Addition?
SitccovcngcQltf 3,1n.1 l,1sos * Ige =7t7l,g JAU
x
Hcigbt
Sctbacks
0odt-3D
Front
Sidcs
Rcar
3',t 6.
'.. 20,
.t 5'
ti,
),?otv
3o'blt @'l5/
lrnl
fio ne
a
-32
na
r-$d*aping hCo/,Minimum Utrfrg l3,lAt{ -
Rctaining Wall Hcigtrts
Parking
Camgc Crcdit
Drivcrvay
Conrptics wirh TOV Ligbring Ordinancc
Arc finishcd gradcs lcss tlan 2:l (50%)
Enrironmcn tal4lazards
3) \v
iqui,.a 3 3+Encloscd
/<
ProposcdSlopc -J 07"
Cr,r,L
Prcvious condirions of approval (cbcck propcrty frtd: MA-L
IIs Inc propcrty non-conforming? Dacribc: / U0
rl
Horv much of rlc allovcd 2j0 Addirjon is uscd with ttrisrcqucstt__lAl0fiO_
2) Floodplain
4) Watcr Coursc Setback (30
a) SnorvA
b) Roctdall
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ISITXJSHJ A{Snsu N9ISSq
05/07 'O4 16:57
a7ls4l2gs4 04:35
FAX 01932823330
e?oarx
NOVAR PLC
BAIJER
ED oor
PAGE OTlA1
,rm
GEncral InformaUon!
fl ',x,iffi HH'H,'S:i1"tr##utr-'E#iffi##'H.fr11ffi ff?H'ff :#s
ru*n*nsg...i'tr;lfr :dffi :,,fi -qffi #ffi 'l$**i"*m"::"Bll3fl iI
ilfi;';i4ildtro,ll.l.e'Gt unlGss t bulldins 9"r'rt t5
ffi ', /o ato'k'-3-suv*vrsont' l/ v ll 7ll Fttrlt 6
physlcalAddress: -ztilft 'BO?'lt eag7 *''f'2tt/= ' t/''+'r (o El6lz
RECEIVETJ
' r, \
onr irar of th. apPrcvrl'
pa,rc.lno...,@(ContadEag|eCo.Ass65orat970.3?8.8640forPare|n0.)
Zonlng!
Namc(r) d Owncr(s)l
Name of APPlkantl
r,lailing Addrcts:
E-mail Addressl
,ft,.
Typc of Rerrirw and Fe€:
O Signr
O corrcptual Revlo{
Cl New contbucton
O &Hltlon
G Ffinor Alteration
(muttl'f! mlv/comm ttdsl)
tr Hlrror Altcradon
(shglc'hrnltY/duPlex)
{oanqal to APPrwed Planr
Scplr.don tt quett
f5o gct ir'oo per rquae foct d trtal siEn at2a'
No Fec
3650 For consuudlon of a new bulldlng or d9mo/fbYill' --. -.i# f tffi9.ffiffil#Jffi,',f",#*"#1J^T*:::1..'
s2so Hi iifrl:-+,;t;d-; u-iirartgii'r4:]t€ hpmu,err-ents' such as'
rercofrtrg, p.rnone, i;-doil tddtuonr' land5caplng' fcnes and
mtaitrlng walh etc'
320 For nlmr charBes to Dulldln$ tnd.dte impro'-ements' such as'
rerooling, painting, wii#- addittons' landscaping' fenee and
$20 S*t#S'.ti.* alr'adv aPPrcvcd bY Plannlns stafi or tt:
DcCAn Rcvlw{ Bo"tt'
Nd Fe€
Owner(s) Sig nature(s):
*:l*lr***a't***+a**l*****!i{r***{r**'t*'t't:}*****'}************'t ****'*:t*trt't,},tl'1"*:l't***!tir*t,l*******'}*:f'***
TOWNOFVAIL, COLORADO Statement
**{r*'l'lr'}**'t:t *'l {r * {.* ***** **tt ** ****l * l't't't* *||t *'i**+***'}***t :l{.* * {. *:t'*'} *:l*** * l.'f *:f * '1.,1't** {' '1.*** +**** ****
Statement Nunber: RO4OOO5167 Amount: $20.00 07 /O7 /200404:15 PM
Palment .Method: Check Init: iIS
Nocation: #10?03,/BAIIER
ITOME IMPROVEMEMT
Permit, l{o: DR8040307 Type: DRB -Chg to Appr Plang
Parcel No: 2LOLO23O4OO2
Sit,e Addrees: 3130 BOOTH CREEK DR VAIL
Locat,ion: 3130 BoOTH CREEK DRIVE
Total Feea: S2O. OO
Thia Payment.: $20.00 Total ALL Pmts: $20.00
Balance: S0.00
*'*****'t******'t'*'t**:t*i.,t**'i*****'i**'t*:t'tr*******{r't***it rt'} 'i * * f
'lr
* * * * * *'}'}* {' 't 't '* '} * * * * * i 'i'f *'r'* {. * * * * {r *'}'t
ACCOIJNT ITEM LIST:
Account Code Description Current Pmts
DR OO1OOOO31122OO DESIGN REVIEI^I FEES 20.00
Buildino Materials
PROPOSED MATERIATS
Tyoe of Material
/docr 247€nNG k*t cfi C.ftsn,{t<Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
FIues
Flashing
Chimneys .
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specify the manufacturer's name, the color name and number and attach a color chip.
Page 6 of 12/04128104
.it
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 fax; 970.479.2452
web: www.ci,vail.co.us
Project Name: HinE Residence DRB Number: DR8030357
Project Description:
80 SQUARE FOOT ADDMON TO EXISTING SINGLE FAMILY, NEW DECK AND WING WALL, HOT
TUB, DOERIOR FINISH CHANGES, AND A HEATED DRIVEWAY.
Participants:
OWNER HINTZ, BERND JURGEN 08/2512003 Phone:
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
UNITED KINGDOM KT139UX
License:
APPUCANT HINTZ, BERND JURGEN 08/2512003 Phone:
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
UNNED KINGDOM KT139UX
Licensel
ProjectAddress: 3130 BOOTH CREEK DR VAIL Location:
3130 BOOTH CREEK DRIVE
Legal Descraption: lot: 10 Block: 3 Subdivision: VAIL VILLAGE FIUNG 11
Parcel Number: 210102304002
Comments: SeeConditions
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: DateofApproval= 0912612003
Conditions:
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail sbaff 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: CON0006159
The applicant shall provide utility sign-offs approving of the the heated pavers in
the utility easement prior to submittal for a building permit, for staff review and
approval.
Planner: Warren Campbell DRB Fee Paidr $3O0.OO
TOI4'NM
a
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2L39 fax: 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 reguirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required informaton is received by the Community Development Deparlment. 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 apprcval.
of the
Location of the Prcposal: Lot:
Physical Address:10
Zoning:
Name(s) of Owner(s):
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
J0 F,o.*, I suuoivision, l/V ltr
tr lContacfEagle Co. Assessor at 970-328-8640 for parcel no.)
E-mail Address:
Phone:
Fax:
$50 Plus $1.00 per square foot of total sign area.
No fue
$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.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
trx
tr
Type of Review and Fee:
tr Signs
tr Conceptual Review
New Construction
Addition
Minor Alteration
(multFfamily/commercial)
Minor Alteration
(single-family/du plex)
Changes to Approved Plans
Mailing Address:
(1ffi3-bzs
PROPOSED MATERIALS.
Tvoe of MqterialBuildinq Materials
' Roof
Siding
r Other Wall Materials
r Fascia
r Soffits
e Windows
e Window Trim
, Doors
, Door Trim
r Hand or Deck Rails
Flues
2 Flashing
a Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
zOther
Notes:
Color
wnl adat *hiqt
lI rd,,td
nilr';l/n*4,*-rft
ndoh arrhho '|
b,Wtt
lf![o l/qlo]r
n{
hq
tttt
Please specify the manufacture/s name, the color name and number and attach a color chip.
Page 6 of t2l02l07l0Z
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II :::
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I nBcewED FRoM
i eooness
I
I
tI
I
I
I
I
I
I
I
I
I
I
I
i Permit
I K,i tto* mro-'casrr oooi:;+-
PROPOSED l.ANDSCAPING
Botanical Name Common Name Ouantitv Size
PROPOSED TREES
AND SHRUBS
EXISTING TREES
TO BE REMOVED
b")II
Minimum Requirements for Landscaping :
GROUND COVER
50D
SEED
IRRIGATION
TYPE OF EROSION CONTROL
Page 7 of 12102107102
Deciduous Trees - 2" Caliper
Coniferous Trees - 6' in height
Shrubs - 5 Gal.
Square Footaqe
I
a
Please specify other landscape features (i.e.retaining walls, fences, swimming pools, etc.)
1
2
oLD REpulc NATT.NAIJ TrrLE TN''RAN.EOMPAIIY
ALTA COMMI?MENT
SCHEDUI,E A
Our order * v15550-3
For Infon$ation onIY
LOT 10, BLK 3, VAII. VIL,LAGE lljrH FL
- Charges '
ALTA otner FoIicY S1,466'00
AIta Lender Policy S50'0o
Tax cerEif ' $10 ' oo
Rel/Deed of Trust 513.00--TOTAL-- $1'539'oo
r*' THIS IS NOT Al'I INVOICE, BlrT AN ESTIMATE OF FEES' WHEN REFERRING
TO TTTIS ORDER, PLBASE REFERENCE OUR ORDER NO. VI555O'3 tt'
Bffective Dace: TBD ac 5:00 P-M.
Policies Eo be issued, and proposed rneured:
"ALTA" Owner's Policy LO-L?-92
Proposed Insured:
BERIiID JURGEN HINTZ
"ALTA' Loan Pglicy 1o-L7-92
Proposed fngured:
I'NITED BANK OF DENVER NAIIONAL ASSOCIATION
9627, s00 .00
The est,aEe or interest, in the land described or referred to !n
this Coftnitment and covered herein is:
A Fee Simple
TiEle Eo the estace or intere6t covered herein is at the
effeclive date hereof veeted in:
TI{FJ LENOX M-P. HODGE TRUST, DATED }IARCH 20, 1990, I.ENOX
M.P. HOM}E, TRUSTOR CARROLL M. I{ODGE, PATRICIA M.P. HODGE, ANd
SUSAN ANDERSON-ECK, TRUSTEES
s627, s00.00
4.
PAGE
or.,D REprlc NATToNAL TrTLE TNSURANC*MPA}rY
ALTA COMMITMENT
SCTIEDULE A
Our Order S v15550-3
5. The lancl referred Eo in this CornricmenE is described asfollows:
LOE ],0. BIOCK 3. VAIIJ VILI'AGE ELEVENII{ FILING, ACCORDING TO THS
RECORDED PI,AT THERBOF. COI'NTY OF EAGIJE, STATE OF COLORADO.
PAGE Z
ALToO.oMMTTMENT
SCHEDUI,E B-2
(Exceptions) Our order fl vI5550-3
Tlre policy or policies Lo be issued will conLaj.n exceptions Lo bhe
following uoless the same are disposed of to the saEisfactian of
the Company :
l. SEanclard gxceptiong 1 bhrough 5 prinied on ehe cover sheer.
6. Taxes and as6es6ments not yet due or payable and special
assessments not yet certified to Ehe Treasurer's office.
1- Any unpaid taxe6 or asseasmenEs against eaid land.
8. Liens for unpaid water and sewer charges, if any,
9. 1990 TAXES NOT YST DUE OR PAYABLE AND ASSESSMENTS NOT YET CERTIFIED TO THE
TR.EASURERS OFFICE.
10. LIENS FOR UNPAID !{ATER AND SEWER CHARGES, IF AI{Y,
11. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREPROM S}IOULD THE SAIVIE BE FOI,JND TO PSNETRATE OR INTERSECT THE PREMI'SES
AS RSSERVED IN UNITED STATES PATEI{T RECORDED MAy 05, 1905, IN BOOK 48 AT
PAGE 273.
12. RIGIfT OF WAY FOR DTTCI{ES OR CANALS CONSTR,UCTBD BY TTIE AIIITIORITY OF' TTIE
IINITED STATES AS RESERVED IN I'NITED STATES PAfENT R.ECORDED MAY 06, T905, IN
BOOK 48 AT PAGE 273.
13. RESTRICTIVE COVENA}TTS, WHICH DO NOT CONTAIN A FORFEITURE OR N.EVERTER
CLAUSE, BUT OMITTING RESTRICTIONS, IF A[IY, BASED ON RACE, COI,OR, RELIGION,
OR NATIONAL ORIGIN, AS EONIAINED III INSTRU,IENT RECORDED JUIY 26, I97I, IN
BOOK 221 AT PAGE r4O AND AS AITIENDED IN INSTRUT4ENT RECORDED MAY 05, L977. IN
BOOK Zs't AT PAGE 865.
14. EASEMENTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PI,AT OF VAL VILLAGE ELEVET{TH FILING,
15. UTILITY EASEMENT 20 FEET IN WIDTH ALONG THE NORTHERLY LOT LINE OF SUBJECT
FROPERTf AS SHOWN ON THE RECORDSD PI,AT OF VAII VILI,AGE, ELEVENTII FILING.
16. DEED OF TRUST DATED Sepcember 04, 1990. FROM BERND JURGEN HINTZ TO TI{E
PUBLIC TRUSTEE OF EAGI.,E COUNTY FOR THE USE OF IJNITED BAI{K OF DEWER
NATI0NAL ASSOCIATION To SEgtRE Tl{E SUM OF $627,500.00 RECORDED Septenrber
fI, T990, IN BOOK 5]7 AT PAGE 293.
ITEMS 1 THROUGH { OF SCHEDULE B ARE HEREBY DELETED.
PAGE S
LAND r roiJ E GUARANTEE }oMpANY
DISCIOSURE STATEMEMT
Required by Senate Bj.ll 91-14
Required by Senate Bill 92-143
A) The subject, real property may be rocated in a speciar taxi.gdi6rricc,.
B) A certiticate of raxes Due risting each taxing juriedictionmay be obtained- frorn the County Treaeurer o. E fri CountyTreasurer. s auEhorized agent, -
c) The informati.on regarding special discricts and the boundariesof such districts may be obtained from the Board of CouniyCormnissioners. the County Clerk and Recorder, or Ehe CouniyAaaessor.
A) A certif,icaEe of raxes Due liscing each caxing jurisdictionsharl be obcained froft the count,y Treasurer oi irr. counEyTreasurer's auEhorized agenf .
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3033 E Fkst Ave. - Suite 5O0
Deover, &fqedo &t206
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LPSPA MET{TCOMPANY
Using state-of-the-an
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llmta ffoti*nar,'
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The color samples shown are as
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2-G-8248 1-A-8788
LPSPAVEMENTCOMHNIY
West Chicago, lL Patterson, NJ Nashville, TN
Distriburors/Contrcors
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33W4E0FabyarParkway TelePhon€
SuiIe l0I Ql2)232-Vm
West Chicago, 0linois 60185 (80O) 232'1770
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PROJECTNO. 968I
ocToBER 31, 1996
REVISED APRrL 2t,t997
PREPARED FOR:
MR. CRAIG SNOWDON
SNOWDON & IIOPKINS ARCIIITECTS4 201 GoRE CREEKDRIVEilvArL, co 81657
'41
F'LOODPLAINANALYSIS
OF'
GORECREEK
LOT IO, BLOCK3, VAIL VILLAGE ELEVENTHFILING
TOWNOFVAIL
EAGLE COI]NTY, COLORADO
P.O Bo.t1+j2.Avon,Coiorado81620 . (970)827-9088Tel . (970)827-9089Far
TABLE OF CONTENTS
scoPEoFsruDY ..... I
INTRODUCTION . ..... 1
SITECONDITION. .....I
FEMASTUDY .........2
coNcLUSroNs... .....2
PROPOSEDRECOMMENDATIONS ..........3
LIMTATION ......,...4
FIGURES
FLOODPLAINANALYSIS-ExistingConditions ..,...DRAWINGNO. 1
FLOODPLAINAI{ALYSIS-ProposedConditions .....DRAWINGNO.2
APPENDXA
PROFILE - Existing Conditions . .DRAWINGNO. 1
CROSS SECTIONS-ExistingConditions. .....DRAWINGNO.2
PROFTTE - Proposed Conditions .DRAWINGNO. 3
CROSS SECTIONS - Proposed Conditions. . , . .DRAWINGNO. 4
lfr,C-Z CALCULATIONS -ExistingConditions ......PAGES 1-7
HEC-2CALCULATIONS-ProposedConditions ......PAGES l-7
LKP Engineering, Inc.
SCOPE OF STI]DY
This report presents the results of a floodplain analysis of part of Gore Creek. The studied
section starts at about 900 feet upstream from the confluence with Booth Creek to 100 feet north
from the northeast corner of Lot 10, Block 3, Vail Village Eleventh Filing in the Town of Vail, Eagle
County, Colorado. This section can also be described as part ofGore Creek from 44900 to 45190 feet
from the confluence with Eagle River. The purpose of the study was to determine the extent of the
100 - vear flood water elevation, and its impact onto Lot 10.
INTRODUCTION
\reC-z Water Surface Profiles Software by the U.S. Army Corps of Engineers was used.to
analyze the flood elevations at the cross sections shown on the Floodplain Analysis Drawing No.l
(included with this report). The topographical survey was prepared by Eagle Valley Surveying, Inc.
The peak discharge rate and the floodwater depth, were taken from The Flood Insurance Rate Map,
Communiry - panel 080054 - 0004, dated May 2, 1983, and the Flood Insurance Study for the Town
of Vail, Eagle County, Colorado, dated November 2, 1982.
SITE CONDITION
We visited the site on October 5 nd 26, 1996. The purpose of our site visits, was to observe
the channel ofthe creek and its banks, types ofexisting structures and types ofvegetation' Gore
Creek is a typical mountain sfeam, with the bottom of the channel covered with gravei, cobbles and
some boulders. Willows grow on both sides of the stream, except the area between the stream and
the existins residence on lot 10. This area is landscaped. During the first site visit we observed-that
LKP Engineering, Inc.
L
the lawn had short grass. During the second site visit, everything was covered with snow. Few
evergreen trees were at the west lot line, near the fence. Also, at the west lot line, between the two
houses, there is a small knoll with cottonwood trees and underbrush. On the east side of Gore Creek,
between the creek and the mountain, is a low lying wetland with thick willows and few evergreen
trees. The stream channel in the observed area is relatively straight with small elevation differences.
The total elevation difference ofthe channel from the south to the northeast lot line ofLot 10 is
about 3 feet.
f,,EMASTUDY
The ground profile and the 1Oo-year surface water elevations ofGore Creek, as shown in the
FEMA study, were reviewed and compared with the ground profile of Gore Creek, as surveyed by
Eagle Valley Surveying, Inc. At the midpoint of the studied portion of Gore Creek, there is a
difference in the ground profile. The surveyed profite of the creek is iower than the FEMA profile. It
is typical to find the more recent profiles, with a higher elevation than the FEMA profiles, because of
sediment deposited by the stream.
Here it is possible that at once the creek chanirel ran further east from the present channel
location. This area eventually got filled with sediment causing the channel to move to a lower
ground, at its present location. East ofthe present channel is a higher ground in the shape ofa
peninsula. To the east ofthe peninsula is a smaller channel. This part ofthe channel probably gets
inundated by flood waters in spring.
CONCLUSIONS
The floodplain study of that portion of Gore Creek east of Lot 10, was performed based on
cross sections from the revised topographical survey, dated April 19,1997. Nine cross sections in
total were analyzed. The peak discharge, used in the study for the 100-year probability offlood
occurrence, was I 8 I 0 cubic feet per second, taken from the FEMA Study, Table I , downstream of the
confluence with Pitkin Creek. The starting water surface elevation was taken from the FEIvIA profile,
900 feet from the confluence with Booth Creek, also being 44900 feet from the confluence with
LKP Engineering, lnc.
Eagle River. The starting water surface elevation was 8300.1.
The floodplain generated based on the above information was plotted onto the Floodplain
Analysis Drawing No. 1 of 2. By plotting the calculated i00 year flood elevations, onto the present
topography of the area, we observed that most of Lot l0 is within the 1OO-year floodplain. The 100-
yearfloodplain has been changed since the FEMA study was prepared. The changes were probably
caused by changes in the topography, vegetation and the deposition ofstream sediments in the main
creek channel. This has caused the flood waters to extend further onto the nearby residential
properties. Areas that were previously not within the 10O-year floodplain are presently within. The
particular property owners might not be aware of this situation and their lives and property could be
endangered should a 100-year flood storm occur.
The present situation should be corrected as soon as possible, and the affected properfy
owners should be made aware of it. We have not analyzed modification of the floodplain based on
needed improvements; however, by comparing the 10O-year flood elevations at each ofthe cross
sections, it appears that by raising the bank by one to two feet the flood waters can be diverted from
the buildings.
PROPOSED RECOMMENDATIONS
As shown on sheet 2 of 2 of the Floodplain Analysis, we are proposing limited grading Last of
Lot 10. With the grading, the existing berm is extended along the river bank of Gore Creek. Small
elevation changes ranging from 0.5 to 2 feet are proposed. We also propose revegetation of the new
berm. Recommended vegetation should consist of shrubs, willorvs and other plants typical to the
vegetation on the river banks in the area.
Based on the above described, proposed recommendations, we did a second analysis ofthe
1gg-year floodplain. The results are appended to this report. Extending the existing berm in front of
Lot 10, will modifu the 100-year floodplain suffrciently, to protect the existing residence from the
floodwaters. The southwest part of the lot is still in the 1O0-year floodplain. However, the change did
not increase the floodwater elevation on the downstream residential properties. The extent ofthe 100-
year floodplain over the downstream lots is outside our scope of services.
LKP Engineering, Inc.
LIMITATION
This report has been prepared according to locally accepted professional engineering
standards for similar oonditions at this time. There is no other warranty either expressed or implied'
This report has been prepared for the exclusive use of lvlr. Craig Snowdon, Snowdon &
Hopkins Arohitects, for the specific applibilion to Lot 10, Block 3, Vail Village Eleventh Filing
Town of Vail, Eagle County, Colorado.
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APPENDX A
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EXISTING CONDITIONS
clvlL/cEorEcHNlcAL
Eng'ineering, Inc.
P.O. Box 1452 Avon, CO 81620
ter (970) 827-90S3 fox (970) 827-9089
PROFILE OF GORE CREEK
PRO,Ecr t'to.: 96gl
LOI IO. BLOCR 3, VAIL VILLAGE ELEWNIH FILINC
|OMU OF VAIL
EAGLE COUN|Y. CUORADO
PREPARED FOR:
T,IR. CRAIG SNOITDON
sc'q'e N. r s
D^tt: 04-2r -g7
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100-Yed. Flood El€vdtlo6C.o9s section 5+030
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EXISTING CONDITIONS
100-Yqo. ttood Elevo-tion
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100_Yeo. tlood IL€vo-t;on
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CEOSS SECTIONS
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Engineet'ing, Inc.
P.O. Box 1452 Avon, CO 81620
tel (970) E?7-9003 rox (970) 327-9089
LOf IO, 6LOCK J, VAIL VILLA€E ELEVEN|H FILING
TOIIN OF VAIL
EAGLE COUNT)" CALORADO
PREPARED FOR:
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PROPOSED CONDITIONS
crvrL/cE0TECHNICAL
Engineering', Inc.
p.O. Box 1452 Avon. CO 91620
rel (970) s27-9038 tox (970) 827-90e9
PROFILE OF GORE CREEK
PRoEcT No: 96gl
LOf 10, ELOCK 3, VA:L V\LLAE ELEWN'H FILING
|OWN OF VAIL
EACLE COUNfY. COLORADO
PREPAR€D FOR:
T[R. CRAIG SNOWDON
sclatE N. r s
oArE b4-2r -97
9RAWNA NO.: 3
8300
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100-rto. Floo.l Er?vo-tio^_rso _-..,1{01.0. :g'"460
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PROPOSED C'ONDITIONS
100-Y€-o. Floo.l El.vo^t,oh
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CIVIL,/GEOTECHNICAI.
Engineering, Inc.
P.0. 8ox 1452 Avon, CO 81620
ter (970) 627-90e3 fox (970) 327-9039
CROSS SECTIONS
PROECf NO,'voa I
LAf IO, ELOCK 3, VA1L V|LLACT €L€VENIH FILINC
rcW! OF VAIL
€AGLE COUN|Y, COLORADO
PREPAF,'IO FOR:
I}'IR. CRAIG SNOWDON
SC,4L6: N. f S
oAtE: 04-21-gz
T{F]-z CALCULATIONS
Existine Conditions
LKP Engineering, Inc.
Run Date: 20APR97 Run Time: 13:45:HMVersion: 6.52 Data File: 9681F1-2.h
* + r * r + + * r + r r r r r + * + ' r i ' * + r * + * * + + * { + + t . THls RUN EXECUTED 20APR97 1 3:45:14
HEC.2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
+ r | + *.f *r+** l+++l.r+l* t + *t +)I * +f t t+ *+ +*
Tl FLOOOPLAIN ANALYSIS
T2First Profile, 0 = 1810 cfs, WSEL = 8300.1T3 100-Year Flood Elevation
T4Gore Creek downstream of the confluence with Pitkin Creek. East Vail, Colotado
STRT METRIC HVINS O WSEL FO
o
c/.
NC .015 .015 .030T 1 1810x1 1 15 136x3 10
GR 8298.6 61 8298
GR 8298 136 82978297 185 8238
5 25 1218312 60 8302.2
GR 8301 121 8300
GR 8296 134 8295.99
GR 8293 153 8300
GR 8300 194 8301
NINV IDIR
0
o
"t4 Page 'l
JI ICHECK INO
2
NC .03xl 2
GR 8299.6
GR 8299
GR 8296
GR 8301
xl 3 26
GR 8300.4 26
GR 8302 65
GR 8299 137
GR 8296 158
GR 8299 200
GR 8304 250
xl 4 28
GR 8301.1 0
GR 8302.2 74
GR 8301 12S
GR 8236 139
GR 8293 161
GR 8302 219
.1 5 .03
IU IJO48 8299.8136 8298165 8297253 8302
135
8301
8301
8298
8297
8300
ItJ
8301
8301 . 1
8300
8295.8
8299
8303
.1
183
100 8297.9137 8296189 8299
1S3 42 5172 8293.3138 8297190 8298282 8303
200 3s 4036 830269 8300.4138 8291
177 82975205 8301
161 30 30g 8301
7 4.1 8301131 82S9146 8296171 8299229 8304
155 28 32
60.1 8302.2123 8293137 8296155 83001S6 8302
4041 830383 8300.3139 8296185 8297225 8302
JU71 8301.1124 823813S 8297160 8299207 8303
46 8303 59102 8300 135lU 8235.6 154196 8298 198234 8303 23S
?
8300.1
106 82S8 116 8298.7 127
141 8295.1 158 82S6 177215 8300 247 8301 272
4781 8299.5 105 8299.5 129139 8296 147 8235.4 159193 8299 207 8300 236297 8304 316
3042 8301.1 48 8302.2 48.176 8300.8 102 8301 126133 8298 133.5 8297 134.5
153 8297 158 8298 15S196 8300 1S8 8301 204
235
71.1 8301.3 101125 8297 126151 8238 152177 8239 193218 8304 230
Run Date: 20APRS7 Run Time: 13:45:14 6.52 oaraFilq 9681F1-2.hc2 .
o
HMVersion:Page 2
.' 6
iR 8312iR 8301
iR 8298iR 8303
tc .15
"1 7
iR 8308iR 8303iR 8302
iR 8299.4iR 8299iR 8304
:1 IiR 8306iR 8301iR 8301iR 8300iR 8305
ll siR 8308
8303i,, 8301iR 8300
16 11357 8301.5
1',t3 8300
143 8299
231
.15 .0326 10235 830755 8302.789 8301108 8299150 8300
233
22 11443 830578 8300108 8300154 8301247 8305
20 n550 830766 8302
1
',|0 8300159 8301
143 3457.1 8302115 8299166 8300
.1 .3150 4739 830665 830397 8300113 8298163 8301
154 28 2349 830485 8299
1'14 8299177 8302
254
159 54 3654 830668 8301.5
115 8299.2169 8302
3483 8302.5116 8298187 8301
96 8302 105117 8297 128189 8302 202
28 3842 830573 8303.2102 8299
122 8297.8182 8302
2658 83039t 8299
115 8298.3178 8303
4557 830583 8302121 8299170 8303
45 8304 4877 8303 81103 8299 105124 8298 128183 8303 203
65 8302 7198 8300 103124 8299 142179 8304 220
60 8304 62102 8302 105't35 8299 139172 8304 219
vv
Run Date: 20APR97 Run Time: 13:45:14 HMVersion: 6.52 Data File: 9681F1'2.hc2 Page 3
:CNt] DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L.BANK ELEV
d OLOB OCH OROB ALOB ACH AROB VOt TWA R.BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL It]C ICONT CI)RAR TOPWID ENDST
-PROF
1
ccHV= 0.100 CEHV- 0.300
'sEcN0 1.000
3280 CRI)SS SECTION I.()O EXTENDED 1.50 FEET
1.000 5.00 8300.10 0.00 8300.10 8300.39 0.30 0.00 0.00 8298.00
1810.0 675.0 907.6 227.4 139.6 220.0 60.9 0.0 0.0 82s8.00
0.00 4.84 4.13 3.73 0.015 0.030 0.015 0.000 82s5.10 61.00
0.001060 0. 0. 0. 0 0 0 0.00 188.49 245.45
ccHV= 0.100 cEHV= 0.300
'sEcN0 2.000
3280 CR[)SS SECTION 2.OO EXTENDED O.4O FEET
.1 HV CHANGED MORE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PROEABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
2.000 4.60 8300.00 8300.00 0.00 8300.98 0.98 0.0S 0.21 8299.00
1810.0 96.5 1687.9 25.7 42.6 205.7 35.3 0.4 0.2 8298.00
0.00 2.27 8.21 0.73 0.030 0.030 0.150 0.000 8295.40 48.00
0.005069 42. 47. 51. 20 1 1 0 0.00 187.8s 235.89
'sEcN0 3.000
3.000 4.55 8300.',|5 0.00 0.00 8301.22 1.07 0.22 0.03 8300.00
1810.0 0.8 r807.4 1.8 1.2 217.7 3.5 0.6 0.3 8293.00
0.00 0.67 8.30 0.53 0.030 0.030 0.150 0.000 82s5.60 118.66
0.005804 3s. 40. 40. 2 0 0 0.00 8s.31 201.91
.sEcN0 4.000
3265 I]IVIDED FLOW
3280 CROSS SECTION 4.O() EXTENI]ED 0.73 FEET
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
o
HMV Page 4Run Date: 20APR97 Run Time: l3:45:14 ersion: 6.52 Data File: 9681F1-2.hc2
:CNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L.BANK ELEV
O OLOB OCH OROB ALOB ACH AROB V()L TWA R.BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
3693 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMEO
4.000 6.03 8301.83 8301.83 0.00 8302.81 0.98 0.15 0.01 8301.00
1810.0 260.6 1408.7 140.7 89.4 157.9 116.8 0.8 0.4 8299.00
0.00 2.91 8.S2 1.21 0.030 0.030 0.150 0.000 8295.80 0.00
0.004247 30. 30. 30. 20 1 1 0 0.00 190.45 216.42
.sECN0 5.000
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMEt]
5.000 5.91 8301.S0 8301.90 0.00 8303.16 1.27 0.14 0.08 8301.00
1810.0 r01.0 1572.S 136.1 35.7 163.0 106.1 1.0 0.5 8300.00
0.01 2.83 9.65 1.28 0.030 0.030 0.150 0.000 8295.99 71.03
0.0051sr 28. 30. 32. 4 8 0 0.00 134.82 205.85
.sECN0 6.000
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3 PROBABLE MINIMUM SPECIFIC ENERGY
:rrl0 CRITICAL DEPTH ASSUMED
6.000 5.54 8302.54 8302.54 0.00 8303.78 1.24 0.18 0.00 8301.00
1810.0 102.6 1423.1 284.3 35.1 142.1 178.4 1.3 0.6 8298.00
0.01 2.93 10.01 1.59 0.030 0.030 0.150 0.000 82s7.00 57.0s
0.005395 34. 34. 33. 20 1l 0 0.00 '160.51 217.60
ccHV= 0.100 0EHV= 0.300
.SECN0 7.000
3265 DIVIDED FLOW
7.000 5.35 8303.1s
1810.0 27.5 1660.5
0.01 0.74 7.58
0.003144 47. 38.
.sEcN0 8.000
8.000 4.71 8303.01
1810.0 1S1.5 1537.9
0.01 1.52 9.40
0.005604 28. 26.
0.00 0.00 8304.18 1.17
80.6 125.7 163.5 59.9
1 .35 0.',I 50 0.030 0.1 50
23.2000.00
0.11 0.11 8300.001.8 0.9 8300.00
0.000 8298.30 64.90
114.70 I79.60
0.00 0.00 8303.97 0.82 0.15 0.04 8300.00
122.0 37.4 21S.0 '112.5 1.6 0.8 8293.00
1.08 0.150 0.030 0.150 0.000 8297.80 53.98
28. 3 0 0 0.00 I 51 .20 207 .37
o
2.hc2 Page 5
-v
Hun 0ate: 20APR97 Run Time: 13:45:14 HMVersion: 6.52 Data File: 96B1FL'
jCNO DEPTH CWSEL CRIWS WSELK EG HV HL (]LI]SS L.BANK ELEV
U OL(]B OCH OROB ALOB ACH AROB VOL TWA R.BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITBIAL IDC ICONT C[)RAR T(IPWID ENOST
.sEcN0 9.000
7I85 MINIMUM SPECIFIC ENERGY
3720 CRITICAL t)EPTH ASSUMED
9.000 4.04 8303.04 8303.04 0.00 8304.60 1.57 0.30 0.12 8300.00
1810.0 77.5 1683.6 42.9 68.4 162.7 28:0 2.1 1.0 8300.00
0.01 1.13 10.39 1.53 0.150 0.030 0.150 0.000 8299.00 65.85
0.007709 54. 45. 36. 2 15 0 0.00 107.60 173.45
Run Oate: 20APR97 Run Time: 13:45:14
o
HMV ersion:6.52 DataFile: 968lFL-2.hc2 Page 6
THIS RUN EXECUTEI) 20APR97 13:45:15
ttt*++tt++*l+*tt*llil++tllt+l*+*l*+ti
HEC.2 WATER SURFACE PR(]FILES
J-ti: g - f;9'-2i *Y.tx J,9-9J.. *. r l * * r, r,., +
\|OTE.ASTERISK (')AT LEFT ()F CROSS.SECTI(]N NUMBER INDICATES MESSAGE IN SUMMAHY t]F ERR()RS LIST
I 00-Year Flood Elevation
JUMMARY PRINTOUT TABLE 150
SECN() XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG I t]-KS VCH AREA .()I K
1.000 0.00 0.00 0.00 82s5.10 18r0.00 8300.10 0.00 8300.39 10.60 4.13 420.46 555.93
2.000 47.00 0.00 0.00 8295.40 r810.00 8300.00 8300.00 8300.98 50.6s 8.21 283.57 254.24
3.000 40.00 0.00 0.00 8295.60 ls10.00 8300.15 0.00 8301.22 58.04 8.30 222.38 237.55
4.000 30.00 0.00 0.00 8295.80 1810.00 8301.83 8301.83 8302.81 42.47 8.92 364.08 277.75
5.000 30.00 0.00 0.00 82s5.99 1810.00 8301.90 8301.90 8303,16 51.91 9.65 304.84 251.23
6.000 34.00 0.00 0.00 8297.00 1810.00 8302.54 8302.54 8303.78 53.95 10.01 355.65 246.42
7.000 38.00 0.00 0.00 8297.80 1810.00 8303.15 0.00 8303.97 31.44 7.58 368.88 322.79
8.000 26.00 0.00 0.00 8298.30 1810.00 8303.01 0.00 8304.18 56.04 S.40 349.13 241.78
s.000 45.00 0.00 0.00 8299.00 1810.00 8303.04 8303.04 8304.60 77.09 10.3S 259.07 206.15
'
Run Date: 20APR97 Run Time: 13:45:
Year Flood Elevation
SUMMARY PRINT(]UT TABLE 150
HMVersion: 6.52 Data File: 9681F1'
a
2.hc?Page 7
DIFKWS TOPWID XLCH
0.00 188.43 0.00
0.00 187.89 47.00
0.00 89.31 40.00
0.00 r 90.45 30.00
0.00 134.82 30,00
0.00 160.51 34.00
0.00 1 51.20 38.00
0.00 114,70 26.00
0.00 107.60 45.00
o
14
SECNO O CWSEL DIFWSP DIFWSX
1.000 1810.00 8300.10 0.00 0.00
2.000 1810.00 8300.00 0.00 -0.10
3.000 1810.00 8300.15 0.00 0.15
4.000 1810.00 8301.83 0.00 1.68
5.000 1810.00 8301.s0 0.00 0.07
6.000 1810.00 8302.54 0.00 0.64
7.000 1810.00 8303.15 0.00 0.6i
8.000 1810.00 8303.01 0.00 -0.14
9.000 1810.00 8303.04 0.00 0.03
ITEC-2 CALCULATIONS
Proposed Conditions
LKP Engineering, Inc.
_v
Run Date: 21APRS7 Run Time: 16:26:08 HMVersion: 6.52 Data File: 9681M00'h
o
c1 Page 1
r * r r! * + r * + * + r + r t ' + r + t r + r r * + t + t + l + t * i + * THls RUN EXEOUTED 2lAPR97 1 6:26:08
HEC.2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
t + it*l *+t+ * * + *+ +.*a+ **++*+tt +* *+lll*+t+
TlFLOODPLAIN ANALYSIS . WITH A NEW BERM
T2First Profile, 0 = 1810 cfs, WSEL - 8300.1T3 10t].Year Flood Elevation
T4Gore Creek downstream of the confluence with Pitkin Creek, East Vail, Colorado
Jl ICHECK INO NINV IDIR STRT METRIC HVINS O WSEL FO
2 0 8300.1
NC .015 .015 .03 .1 .30T 1 1810xl 1 15 136 189x3 10
GR 8238.6 61 82SB 100 8297.9 106 8298 116 8298-7 127
GR 8298 136 8297 137 8236 141 8295.1 158 8296 171
8297 185 B2S8 189 8299 215 8300 247 8301 272
NC .03 .15 .03 .l .3xr 2 19 136 193 42 51 47
GR 8299.6 48 8299.8 72 8299.3 81 8299.5 ',105 8299.5 129
GR 8299 136 8298 138 8297 139 8296 147 8295.4 159
GR 8296 165 8297 190 8238 193 8293 207 8300 236
GR 8301 253 8302 282 8303 297 8304 316
x1 3 29 135 200 39 40 40
GR 8300.4 26 8301 36 8302 41 8303 46 8303 59
GR 8302 65 8301 6S 8300.4 83 8300.3 112 8301 123
GR 8302 121 8302 131 8301 133 8300 135 8299 137
GR 8298 138 8297 139 8296 144 82S5.6 154 8296 158
GR 8297 171 8297.5 185 8297 196 8298 1S8 829S 200
GR 8300 205 8301 225 8302 234 8303 239 8304 250
xl 4 32 129 161 30 30 30
GR 8301.1 0 8301 S 8301 42 8301.1 48 8302.2 48.1
GR 8302.2 74 8301.1 74.1 8301 76 8300.8 102 8301 108
GR 8302 113 8303 118 8303 122 8302 128 8301 129
GR 8300 r31 8239 133 8298 133.5 8297 '134.5 8296 139
GR 8295.8 146 8296 153 8238 158 8298 159 8299 161
GR 8299 171 82S9 196 8300 198 8301 204 8302 215
GR 8303 225 8304 235
Run Date: 21APR97 Run Time: 16:26:08 ersion: 6.52 Data File:9681M00.hc2
o
HMV Page 2
X' 5
GR 8312
GR 8303
GR 8299
bI{ UZUO
GR 8300
GR 8302
x1 6
6R 8312
GR 8302
GR 8297
GR 8302
NC .15xl 7
GR 8308
GR 8304
GR 8300
GR 8298
GR 8301
x1 8
GR 8306
8301
r, , 8301
GR 8300
cR 8305
xl I
GR 8308
GR 8303
GR 8301
GR 8300
28 12160 8302.2i08 8303124 8298139 8297160 829S207 8303
17 11357 8301.5'111 8301128 8298202 8303
.15 .0324 10235 830755 8304102 8299
122 8297.8't82 8302
22 11443 830578 8300108 8300154 8301247 8305
20 11550 830766 8302110 8300159 8301
155 28 32
60.1 8302.2115 8302125 8257151 8298177 8299218 8304
143 34 3357.1 8302113 8300143 8299
231
.1 .3150 47 2839 830672 8303103 8299124 8298183 8303
154 28 2349 830485 8299114 8299177 8302
254
159 54 3654 830668 8301.5
115 82S9.216S 8302
3071 8301.1120 8301126 8296152 8299193 8300
230
3481 . 8303115 8299166 8300
3842 830581 8302
105 8299.4128 8299203 8304
2658 830391 8299
1 15 8298.3178 8303
4557 830583 8302121 8293r70 8303
8302 1018300 123
8295.9S 1378300 1558301 196
I l.l
121
134
153
194
89 8303 103116 8298 117187 8301 189
45 8304 4889 8301 97108 8299 113150 8300 163
233
65 8302 71s8 8300 103124 8299 142179 8304 220
60 8304 62102 8302 105135 8299 139172 8304 210
v' Run Date: 21APRS7 Run Time: 16:26:08 HMVersion:6.52 Data File: 9681M0D
, .CNO DEPTH CWSEL CRIWS WSELK EG HV HL ()L[]SS L-BANK ELEV
., OLOB OCH OROB ALOB ACH AROB VOL TWA R.BANK ELEV
TIME VLOB VCH VR[]B XNL XNCH XNR WTN ELMIN SSTA
SLI)PE XLOBL XLCH XTOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
-PROF
1
ccHV= 0.100 0EHV= 0.300.sEcN01.000
3280 CROSS SECTION I.OO EXTENDED 1.50 FEET
1.000 5.00 8300.10 0.00 8300.'10 8300.39 0.30 0.00 0.00 8298.00
1 81 0.0 675.0 307.6 227 .4 1 39.6 220.0 60.3 0.0 0.0 8298.00
0.00 4.84 4.13 3.73 0.015 0.030 0.015 0.000 8295.10 61.00
0.001060 0. 0. 0. 0 0 0 0.00 '188.49 249.49
ccHV= 0.100 cEHV= 0.300.sEcN0 2.000
3280 CR(]SS SECTION 2.OO EXTENDEI] ().4O FEET
^..1 HV CHANGED MORE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
36S3 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
2.000 4.60 8300.00 8300.00 0.00 8300.s8 0.98 0.0s 0.21 8299.00
1810.0 96.5 1 687.9 25.7 42.6 205.7 35.3 0.4 0.2 82S8.00
0.00 2.27 8.21 0.73 0.030 0.030 0.150 0.000 82s5.40 48.00
0.005069 42. 47. 51. 20 11 0 0.00 187.89 235.8S
.sEcN0 3.000
3.000 4.55 8300.15 0.00 0.00 8301.22 1.07 0.22 0.03 8300.00
1810.0 0.0 1808.1 1.9 0.0 217.9 3.5 0.6 0.3 8293.00
0.00 0.04 8.30 0.53 0.030 0.030 0.150 0.000 8295.60 134.70
0.005792 39. 40. 40. 2 0 0 0.00 73.33 208.03
.sEcN0 4.000
3265 DIVIDED FLOW
3280 CRt]SS SECTION 4.OO EXTENDED 0.76 FEET
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
o
.hc2 Page 3
ro
Run Date: 21APR97 Run Time: 16:26:08 HMVersion: 6.52 Data File: 9681M00.hc2 Page 4
ICNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L.BANK ELEV
,r 0L0B OCH 0R0B AL0B ACH AB0B VOL TWA R'BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT C(]RAR T()PWID ENDST
3693 PROEABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL OEPTH ASSUMED
4.000 6.06 8301.86 8301.86 0.00 8302.92 1.06 0.15 0.00 830'1.00
1810.0 227.2 1433.8 149.0 75.2 156.0 118.6 0.8 0.4 8299.00
0.00 3.02 9.19 1.26 0.030 0.030 0.150 ' 0.000 8295.80 0.00
0.004s62 30. 30. 30. 20 l1 0 0.00 175.13 216.92
.sEcN0 5.000
3265 DIVIt)ED FLOW
3301 HV CHANGED Mt]RE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
5.000 5.54 8301.53 8301.53 0.00 8303.32 1.79 0.17 0.22 8301.00
18r0.0 5.0 1678.2 126.8 3.3 150.7 88.4 1.0 0.5 8300.00
0.00 1.53 11.14 1.43 0.030 0.030 0.150 0.000 8295.99 71.06
-.d07679 28. 30. 32. 3 8 0 0.00 95.84 201.87
.sEcN0 6.000
3265 DIVIDEI] FLOW
3685 2O TRIALS ATTEMPTEt] WSEL,CWSEL
3693 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL t]EPTH ASSUMED
6.000 5.42 8302.42 8302.42 0.00 8303.84 1.42 0.23 0.04 8301'00
1810.0 55.4 1487.4 287.3 19.4 138.7 170.0 1.2 0.6 8298.00
0.01 2.86 10.58 1.69 0.030 0.030 0.150 0.000 8297.00 57.09
0.006227 34. 34. 33. 20 8 0 0.00 133.94 214.26
ccHV= 0.100 CEHV- 0.300.sEcN0 7.000
33(]I HV CHANGED Mt]RE THAN HVINS
Run Date: 21APR97 Hun Time: 16:2 MVersion: 6.52 Data File: 3681M00.
ECN(] DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L.BANK ELEV
.r 0L0B OCH 0R0B AL0B ACH AR0B VOL TWA R'BANK ELEV
TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
3302 WARNING: C0NVEYANCE CHANGE 0UTSIDE 0F ACCEPTABLE RANGE, KRATIO - 1'48
a
hc2
7.000 5.49 8303.23
1810.0 28.2 1655.5
0.01 0.81 7.34
0.002827 47. 38.
'sECN0 8.000
8.000 4.88 8303.18'|8t0.0 195.8 1530.4
0.01 1.46 8.S9
0.004853 28. 26.
0.00 0.00 8304.24 1.07
83.8 134.1 170.3 64.7
1.29 0.150 0.030 0.15023.2000.00
0.0s 0.09 8300.001.7 0.8 8300.00
0.000 8298.30 63.12
122.77 186.49
o
6:08 H
0.00 0.00 8304.06 0.77 0.15 0.07 8300.00
126.3 34.9 225.7 ',I20.8 1.5 0.7 8299.00
1.04 0.150 0.030 0.150 0.000 8297.80 78.4328. 3 0 0 0.00 133.12 211.55
Page 5
'sEcN0 9.000
9.000 4.18 8303.18
1810.0 84.6 1681.0
0.01 1.12 9.94
-.006704 54. 45.
8303.03 0.00 8304.61 1.43 0.26 0.1 'l 8300.00
44.4 75.6 169.1 30.5 2.1 0.9 8300.00
1.45 0.150 0.030 0.150 0.000 8299.00 65.2636. 4 15 0 0.00 113.75 179.0',1
Run Date: 21APR97 Run Time: 16:26:08
o
HMV ersion: 6.52 Data Fils 9681MOD.hc2 Page 6
THIS RUN EXECUTED 21APR97 16:26:09
* *rt rt +tt ttt .}t+ * *t* * * t *t * tt tta+lttt+r
HEC.z WATER SURFACE PR()FILES
Version 4.6.2; May 1991
r+t+ttt+atlttlaattaf ll+ltl llrtlatll+t
NOTE.ASTERISK (-I AT LEFT (1F CROSS.SECTII)N NUMBER INDICATES MESSAGE IN SUMMARY OF ERR()RS LIST
100-Year Flood Elevation
SUMMARY PRINTt]UT TABLE 150
SECN(] XLCH ELTRD ELLC ELMIN O CWSEL CRIWS EG 1t)-KS VCH AREA .(]1K
1.000 0.00 0.00 0.00 8295.10 1810.00 8300.10 0.00 8300.39 10.60 4.13 420.46 555.93
2.000 47.00 0.00 0.00 8295.40 1810.00 8300.00 8300.00 8300.98 50.69 8.21 283.57 254.24
3.000 40.00 0.00 0.00 8295.60 1810.00 8300.15 0.00 8301.22 57.92 8.30 221.40 237.83
4.000 30.00 0.00 0.00 8295.80 1810.00 8301.86 8301.86 8302.92 45.62 9.19 349.75 267.99
5.000 30.00 0.00 0.00 8295.99 1810.00 8301.53 8301.53 8303.32 76.79 11.14 242.35 206.56
6.000 34.00 0.00 0.00 8297.00 1810.00 8302.42 8302.42 8303.84 62.27 10.58 328.09 229.37
7.000 38.00 0.00 0.00 8297.80't810.00 8303.29 0.00 8304.06 28.27 7.34 381.37 340.44
8.000 26.00 0.00 0.00 8298.30 18t0.00 8303.r8 0.00 8304.24 48.53 8.99 369.07 259,83
9.000 45.00 0.00 0.00 s299.00 1810.00 8303.18 8303.03 8304.61 67.04 9.94 275.28 221.07
i
Run Date: 21APB97 Run Time: 16:26:
' Year Flood Elevation
SUMMARY PRINTOUT TABLE 150
SECN(] O CWSEL DIFWSP DIFWSX
1.000 1810.00 8300.10 0.00 0.00
2.000 1810.00 8300.00 0.00 -0.10
3.000 1810.00 8300.15 0.00 0.15
4.000 1810.00 8301.86 0.00 1.71
5.000 1810.00 8301.53 0.00 .0.33
6.000 1810.00 8302.42 0.00 0.89
7.000 1810.00 8303.29 0.00 0.87
8.000 1810.00 8303.18 0.00 -0.12
9.000 1810.00 8303.18 0.00 0.00
MVersion: 6.52 Data File: 9681M00
DIFKWS TOPWID XLCH
0.00 188.49 0.00
0.00 187.89 47.00
0.00 73.33 40.00
0.00 1 75.13 30.00
0.00 s5.84 30.00
0.00 133.94 34.00
0.00 133.12 38.00
0.00 122.77 26.00
0.00 1 13.75 45.00
o
08H
o
.hc2 Page 7
o
TABLE OF CONTENTS
SCOPEOFSTUDY ..... I
INTRODUCTION . ..... 1
SITECONDITION. .....I
FEMASTUDY .........2
coNcLUsroNS... .....2
PROPOSEDRECOMMENDATIONS ..........3
LIMITATION .. ...4
FIGURES
FLOODPLAIN ANALYSIS - Existing Conditions
FLOODPLAIN ANALYSIS - Proposed Conditions
APPENDD(A
PROFILE - Existing Conditions
CROSS SECTIONS - Existing Conditions.
PROFILE - Proposed Conditions
CROSS SECTIONS - Proposed Conditions.
I{EC-2CAICULATIONS-ExistingConditions ......PAGES 1-7
IIEC-2CAICULATIONS-ProposedConditions ......PAGES l-7
.DRAWINGNO. I
.DRAWINGNO.2
.DRAWINGNO. 1
.DRAWING NO. 2
.DRAWINGNO.3
.DRAWING NO. 4
LKP Engineering, Inc.
[,
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.i
TOWN OF VAIL
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
ParcelNo...: 210102304002
ProjectNo : -pRSO3_o3A3
O$INER HINTZ, BERND .JI'RGEN
NOVAR HOUSE 24 QUEENS RD
WEYBRIDGE SURREY
I]NITED KINGDOM KT139IIX
I-ricense:
CONTRACTOR EAGLE VALLEY BLECTRIC
P O BOX 1L15
VAIL, CO
81658
License: 156-E
APPIJICANT EAGIJE VAIJLEY ELECTRIC
f-of ro,-B\Ks / C;t U'Ob (d4
ou?*rr"*r oF coMMUNrrY DEVELott
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTzuCAL PERMIT
Job Address: 3 130 BOOTH CREEK DR VAIL
Location.....: 3130 BOOTH CREEK DRIVE
E03-0230
.: ISSUED.: 10/3012003
. i ll/1412003.: 05/12/2004
P O BOX r_116
VAII-,, CO
81558
I-,icense: 156-E
Desciption: add power wiring to new driveway snowmelt boiler system
Valuation: $800.00
Lo/3o/2oo3
Permit #:
Status . .
Applied.
Issued .
Expires .
Phone:
Lo/30/2003 Phone: 97o-827-s772
Lo/30/2003 Pbone: 970-827-5772
FEE SUMMARY t:t*+*ratria*'t+t**.*tr*r***:l*'r'ta*r:at,r++a,t+*aa***:*:r*:i:|:**,i:l***'3
Total Calculaled Fees->
Additional Fe€s---->
Total Permit Fee----->
Payments----------->
BALANCE DUE.--..->
El€ctrical---->
DRB Fee---->
Investigation-->
Will Call---->
TOTAL FEES->
$s0.00
$0.00
$0.00
$3.00
$s3.00
ss3.00
$0.00
ss3.00
$s3.00
$0. 00
Approvals:ftem: 05000 EIJECTRICAI' DEPARTMENI
to/30/2oo3 df Action: AP
I*.-:l;--:-'"-::-:--T-:'--:"-:-TTI'*,T.**."***"*,,*t*'|'t|***.t|:tt***t'*.+'lt'l*{*.*|*|'*tt*.,||l+|*.***.||+4**|***i**|**i*
CONDITIONS OF APPROVALCond: 12
.l?-T.*?;].;--T-"1?--:J-:::::'-,".X-..T-:--:::-":1"-:.-T:":,T,".T.-:::.:."-?:i:H:.lT:-:-*.*.*****,*****,*.,..+,,*,*:i**,,*
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all
Town ordinances and state laws, and to build this stucture according to the towns zoning and subdivision codes, design review
approved, Uniform Building Code and other ordinances ofthe Town applicable thereto.
REQUESTSIOR INSPECTION SHALL BE MADE -FOUR HOURS IN
o
TWENry BY TELEPHONE A
TURE OF OWNER
FROM 8:00 AM - 4 PM.
ANDOWNEF
AppLrcArroN],- r,ror BE AccEprED rr r*co"offf yiW
'*Wt,::::::::::HJ
f,:l
h=n"r FcrRrca' oo#
r\.\.r.7rr l N,'ttJ, --
ding Permit #:_
trical Permit #: _
479-2749 (Inspectionr
FGDrr*fr""W t/a r\
\)
.tr r tLela-t / u- J z d - cto+u or YIs'Gwwl
-OUnt-/
Parcef # (Require-l-if n 1oz3o44o2
Job Name: Hintz Residence - Driveway srurruert JobAddress: 31 30 B@th creek [lr.
Legal Description Lot:Block:Fiiing:Subdivision:
Owners Name:Arldre<<'Ilnited Kinod Phone:
Engineer:Address:Phone:
Detaiied description of work:
=,.4Fd pq*er wlring to nerw Driveryay Sngqmelt Boiler systen
workclass: New( ) Addition( ) Remodel (x) Repair( ) Temppower( ) other( )
Work Type: Interior (y ) Exterior ( ) Both ( )Does an EHU exist at this location: Yes ( ) No ( )
Type of Bldg.: single-family (1) Duptex ( ) i'tulti-famity ( ) Commercial ( ) Restaurant ( ) fther( )
No. of Existing Dwelling Units in this building: 1 No. of Accommodation Units in this buildinq:
Yes( ) No(x)
Does a Fire Alarm Exist: Yes ( X) No ( )Does a Fire Sprinkler System Exist: Yes ( ) No ( X )
COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials)
AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL VALUATION: $ 8OO.OO
CONTRACTOR INFORMATION
Electrical Contractor:
Eagle VaIIey ElecbX'ic, fnc
Town of Vail Reg. No.:
156 E
Contact and Phone #'s: Cel 904-5844
sam Bisbop 827-5772
tr****:!*******************:t****:t********FOR OFFICE USE ONLY*******+************r*********'rr****-4
Date Received:
Accepted Byi
F:/e'reryone/forms/elecperm
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2r38
PLan Check--->
Invest igat i on>
l.l i L l. Ca L t---->
Job Address
Location. . ,Parcel No,.Project No,
3].30 BOOTH CREEK
3130 BOOTH CREEK
2 101-02 3 -0 4-OO2
PRJ96-0168
I SSUED
oe /23 /ree605/02/|ee7
r0 /2e / reeT
(.6{'16 Gt\, t
yai\ vit l\
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMTT permir #: 896-0290
DR
DR
Status. . .Applied..
Issued...
Expires. .
APPLICANT BAUER HOME IMPROVEMENT
PO BOX 2894, VArL CO 81658
CONTRACTOR BAUER HOME IMPROVEMENT
PO BOX 2894, VArL CO 81658OWNER HINTZ BERND JURGEN
Deecriotion:
Phone:. 3039494244
Phone: 3039494244
4 ONSLOW MEWS, LONDON SW7 3AA ENGLAND TOV/Comm. Dev.
-_ ._ Clean-up Deposit RefundADDOF GARAGE,BEDROOMS, BATHROOM AND ENTRY ADDITIONapproved
Occupancy R3 Single Family Residencegmggnt
Type Construction: V N Type V Non-Rated date
Valuation:215,600 Add Sq Ft: 1843
Fi reotace lnformation: Restfi cted:fof Gas Appt i ances:fof Gas Logs:#of Uood/Pat Let:
*************************t*)t********************i********** FEE SUttl.|ARy **r*******************************************************Buitding-----) '1,2O4.0O Restuarant p[an Review-->7E2.60 DRB Fee--------.00 Recreation Fee---------->3.0o cl,..n{rF oeposi t-------->
,00 Total Catcutated Fees---) 2,966.Os200.00 Add i t ional tees---------> 50.00
276.45 ../.-JotatPermittee--------> 3,016.05
5W.OO b*) Payments-------
Ileqi.g51q0 BUILDING DEPARTMENT Depr: BUTLDTNG DivisionQ2/,?3_/,\99A CHARLIE Action: NoTE PLANS ro cHAF.iin-09'/26'/\996 CHARLIE Acrion: Appn eHanr,rE-oefit-----
iE"i,2i t,i?t2o.fikftilYfr""oBEl3*TtfiBfiu n"o"s ro D?fiRt
:
'LANNTNG
Division
04'/29'/7997 DIRR Action: Appn -
6ln72it?78|o.fiiftf,rButt3gY3ilT AppR N/A Dept: FrRE Division
I!e$i"q55q0 puBl,rc woRKs -t.-- Depr: puB woRK Division
8?fiALi\AE 8$tftt+E t8i+Sf,: 8RRS HdB.'o**, o,u=-,-onn*ou,05'/o2'/1997 CHARLTE Acrion: eFpn pnn rnnnr -Fent-Clr-
lr*********rr*ff***************t******************ffr|'r**************t*tr******ff*t***************t******t***********ff************ff
see Page 2 of this Docunent for any conditions that may apply to this perrnit.
DECLARATIONS
I hereby acknowtedge ah* I -h?Y:- !:?d- thi s apptication, fil,ted out in fuLt the information requined, comp(eted an accurate ptotplan, and state that att the information provided as required.is correct. t agree to compl.y riith the iniornation
"na
ptoi ti"",to compty Yith al't rown ordinances -and state.talrs, and to buitd this structure according to the Torrn's zoning and subdivjsioncodes, design review approved, Uniform Bu'i tding Code and other ordinances of the Town appticabt.e thereto.
REOI'ESTS FOR INSPECTIONS SHALL BE I1ADE TIIENTY-FOUR HOURS II{ ADVANCE BY TELEPHONE Af 479-2138 OR AT OUR OFFICE FROI.I E:OO A 5:OO Pr
a
riPnovEltElrT
Page 2********************************************************************************
CONDITIONS
as of 07 /),s /97********************************************************************************
send c Lcdn-up ,oeplosi t 'To: BAU8 llolt€
Permit #: 896-0290
Permit TypeApplicant--
Job AddressLocation---
ParceI No--
Description
AND OI.INER
Status---: ISSUED
ADD/ALT SFR BUILD PERMIT
BAUER HOME IMPROVEMENT
303949 4244
3130 BOOTH CREEK DR
3].30 BOOTH CREEK DR
2101-02 3-0 4 -0 0 2
Applied-- | 09 /23/L996Issued---: 05/02/1997
To Expire: Io/29/1997
ADDOF GARAGE,BEDROOMS,BATHROOM AND ENTRY ADDITION
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * COnditionS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC . 12 ].0 OF THE ].9 9 1 UBC .3. GLAZING LOCATED IN ALL HAZARDOUS LOCATIONS MUST COMPLY WITH
THE 1991 UBC SEC 5406
4. A COPY OF THE SOILS REPORT IS REQ'D PRIOR TO FOOTING INSPECT5. ATTIC ACCESS AND VENTILATION MUST COMPLY WITH 1991 UBC
SECTION 3205(a), (c)
6. A revised landscape plan with the proposed riparian vegetation must be submitted prior to TCO.7. NO WORK IS ALLOWED WITHIN THE RIGHT OF WAY
(INCLUDING STAGING) WITHOUT PUBLIC WAY PERMIT AND P.W.
APPROVAL
,
********d*******************************************************
TOWN OF VArL, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0298 Amount:
Paynent Method: CHECK Notation: #304
10s.60 o7 /L5/97 08:48Init: cD
Permit No:Parcel No:Site Address I
Location:
This Payment
Account Code
01 0000 41310
01 0000 4L332
Description
BUILDING PERMIT FEES
PLAN CHECK FEES
896-0290 Type: A-BUTLD ADD/ALT SFR BUrLD pE
2101-02 3-04-002
3130 BOOTH CREEK DR
3].30 BOOTH CREEK DR
105. 60
****************************************************************
Total Fees:Total ALL Pmts:
Balance:
3,016.05
3 r 016.05
.00
Amount
64.00
41.60
oo
CdcrdatedFe*l $2J-56!-51
Addi:nalFees:l $50-iil
Tdd Fees: f-l5l15Il
l"i. :P di ci;:d ;,"*' ' ' , i :: . ''.1,. I
Indu& Tu$ trmudiorn h Frymenl Detdb: l-
*jptnUf S' pfro | .l Isrn d Vail . Mi*elaeo...list!.E r,xPu
Adess 13130 800TH IFEEK DF vAlL
BAUEF HOME I|'4PFOVEMENT
iilSlatli I HEtoupwise. Heor
,.
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-4'19-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
ADD/ALT SFR BUILD PERMIT
Job Address: 3130 BOOTH CREEK DRLocation...: 3130 BOTH CREEK DR
ParceL No.. : 2101-023-04-002Project No. : PRJ96-0168
APPI,ICANT BAUER HOME ]MPROVEMENT
PO BOX 2894, VArL CO 8l_658
CONTRACTOR BAUER HOME IMPROVEMENT
PO BOX 2894, VAIL CO 81658OWNER HINTZ BERND JURGEN4 oNslow MEws, LoNDoN sW7 3AA ENGLAND
Description:
ADDITION OF GARAGE,BEDROOMS AND BATHROOM
Occupancy: R3 Single Family Residence
Type Construction: V N Type V Non-Rated
JOBS]TE AT ALL TIMES
Permit #: 896-0290
Status. .
AppIied.
Iesued..
Expires.
ISSUED
oe /23/ree6
os /02 /tee7
L0 /2e /tee7
Phone: 3Q39494244
Phonez 3039494244
Valuation:200,000 Add Sq Ft:1843
Fi reotace lnformation: Restri cted:fof cas Appl. iances:fof Gas Logs:fof uood/PaL l.et:
ff**t******ff********************************************** t EE SUI'IllARY ***********ir****rr*ft******t********t*ff**ff*****i*********
8ui Ldjng----->
Pl.an check--->
Investigation>
tliLt cat L---->
1,14O.@ Restuarant Ptan Revi ew-->71'1.@ oRB tee--------.0O Recreation Fee---------->3.00 Ctean-Up Deposi t-------->
.00 Total catcutated Fees--->200.00 Addi t'i ona L Fees--------->?76.45 Total Permi t tee-------->500.00 Payments-------
?,860.45
.00
?,860.45
2,860.45
*******i******************r************ll]l*t*liii;;;;;;;;;;i**i********iiiil;1i**-*lllilll-3li;;;;;;;i*****i***********ill***
IteU! .051q0_BUILDING DEpARTMENT Dept: BUILDING Division:Q9/.23/.t9e6 CHARLTE AaEiona- Noie pr_,ANs ro cHAF.iin09726'/t996 CHARLTE Action: AppR eHenr,rs-DAIS-----Item:'.05400-Pi,ANNING DEpARTMENT Dept: PLANNING Division:09/.23/.r996 CHARLTE AaEion:- Nore pr,aNs ro DrRR-o4'/29'/I9s7 DIP.K Actiona AFp[Item:'05600_EIBE_DEPARTMENT Dept: FIRE Division:921?1/\zpl-CEABIIE Acaion: AppR N/Artem:' 05500_pqEI,I WORK$ -___ -_,,_ Dept: puB woRK Divieion:9e^/,?1/,122q qEABIIE Adtion: AppR N,/Aoe'/.267L996 qEABI,rE Acrion: CANC PIJBWORKS MUST AppROvE05702'/L997 CHARLTE Aaaloii: AppR Fnn ib-linr--FAnrcH--'-'-
**********ff**t*fi*t************i*lt***i't**|t,t*i***ff****ff***rrti******t*******lrt*ft****tf,t******************t*******t"i*ff**********
See Page 2 of this Document for any conditions t.hat nay apply to this permit.
DECLARATIONS
I hereby acknowtedge that r have read.this appl,ication, f il,l,ed out in ful,t the information requi red, conpteted an accurate ptotptan, and state that att the information provided as requined. i.s correct. I agree to compty vith thc information .na pioi ii"n,to comPty tJith al'[ Toun ordinances -and state tavs, and {o buiLd this structure according iithe tor.n's zoning and subdivisioncodes, design reviev approved, unifor|| Buitding Code and other ordinances of the To.rn aipticabLe thereto.
REQUESTS IOR TNSPECTIONS SHALL BE I.IADE TI.IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2'138 OR AT OUR OFTTCE TROI,I 6:00 AI,I 5:OO PI.I
Send Ctean-Up Deposit To: BAUR tlol,lE
Page 2***** * * ** * * * * * ** t(* *t * * * * ****** * * **** *** * ********** * ********* * ** ** * ** **** rk* * * * * * *
o
IIIPROVEI.IENT
Permit #: 896-0290
Permit Type: ADD/AIT SFR BUILD PERMITApplicant--r BAUER HOME IMPROVEMENT
3039 49 4244
Job Address: 3130 BOOTH CREEK DRLocation---: 3130 BOTH CREEK DRParcel No--: 2LOL-O23-04-002
Description:
ADDITION OF GARAGE,BEDROOMS AND BATHROOM
***** ** ** ** ** * * ** ** * ** ** ****** *** ** * ** COnditiOng * rt rt * * * *:t * * * * * * * * * * * * * * * * * * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY
AS PER SEC.1210 OF THE ].991 UBC.3. GLAZING LOCATED IN ALL HAZARDOUS LOCATIONS MUST COMPLY WITH
THE 1991 UBC SEC 5406
4. A COpy OF THE SOILS REPORT IS REQ'D PRIOR TO FOOTING INSPECT5. ATTIC ACCESS AND VENTILATION MUST COMPLY WITH 1991 UBC
SECTION 3205(a), (c)6. A revised randscape plan with the proposed riparian vegetat.ion must be submitt.ed prior to TCO.7. NO WORK IS ALLOWED WITHIN THE RIGHT OF WAY
(INCLUDING STAGING) WITHOUT PUBLIC WAy PERMIT AND p.W.
APPROVAL
CONDITIONS
as of 05/05/97 Status---: ISSUED
******************J.*************************************************************
Applied-- ; a9 /23/1,9s6rssued---. 05/02/7997
To Expirel. !0/29/7997
****************************************************************
TOWN OF VAIL, COLORADO Statemnt******************************************************r.*********
Statemnt Nunber: REC-0268 Amount:
Payment Method: CK Notation. #259
2,8r0.4s Os/05/97 10:r'1Init: DS
Permit No:Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41310
01.0000 4r.331
01 0000 4L332
01 0000 22002
30 0000 45032
01 0000 41336
Total Fees:2.BIO.45 Total ALL Pmts:
Balance:
Description
BUILDING PERM]T FEES
DESIGN REVIEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
896-0290 Type: A-BUILD ADD/AIT SFR BUILD pE
2rot-023-o4-oo2
3130 BOOTH CREEK DR
3].30 BOTH CREEK DR
****************************************************************
2 t 860 .45
2 t 860 .45
.00
Amount
1, 140.00
L50.00
741.00
s00.00
27 6 .45
3.00
I
ii.:!:fi :;il2ii,,i"i::',::::i",il"'J#;oFvArL"o"",*u",,ol
PERI,IIT APPLICATfON FORMoernz ?/zq96
- t APPLfCATTON MUST BE FIIJLED oUT col.tPLETELY oR IT l.tAY NoT BE AccEpTFpU
l$":7-r********************** PEIU{IT fNFORI,|ATJON *****************************
-(/{/-PER.I'IIT #
Job Narne:Job Address:
Legal Description: Lot_/Q Blo"r J PitLnsJl? /M sirtBprvrsroN, lhL
Ohrners Name:
Work class: [ ]-New [ ]-Atteration p(-Add,itional I
Number of Dwelling Units: J- Nurober o
^ )pnber and Type of Fireplaces: G_as Appliar
f,*
* * * * * *Hid
T ssb6. * * * * * * * * * .f*
'Lff^f;BUILDING:
Address;
Address:
Ph.
Architect:
ceneral Description:
Address:
Electrical Contractor:
Address:
Plunbing Contractor:
Address 3 .
********************************FORBUTLDING PERMIT FEE!
PLI'MBING PERMTT FEE:
MECHANICAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Gas Logs ,L Wood/Pellet
MEcHANrcAul@_TOTAL: I
Town of Vail Res. yo.//&:E
Phone Number: ?fr.fuT=
Req. No. e-/E€3a7-gT
Town of Vail Reg. no./22- PPhone Nurnber: €Zf-cW-'-
Town of Vail Reg. No.4?-P
Phone Number: €Z{- -ffi-
Nurober of Accommodation Units:
Town of VaiI
Phone Number:
Pt..4'6'2o,1
oFFrcE usE ** *** **** ************ * ** ** *****
BUTLDING PI,AN CHECK FEE:
PI,T'MBTNG
I,IECHANTCAL
RECREATION
CI.E.AN-UP
TOTAL
ZONfNG:,--7-
SIGNATITRE:
te*.Dr!s: lsil"c{jitiiri, ublffi-
STGNATURE:
TL
l-Repair [ ]-other
Snua? rftr+e //?F,
/
IIEPOSIT REFIIND !O:8or kqzl1frtt-' 'ee e/{E?
D.EL
l:
lnwn
TO:
FROM:
DATE:
SU&TECT:
75 toulh l?ontage rcld
vaal, colorsclo 81657
(303) 479-21.38 or 479-2L39
rn sun:narry, ordinance No. 6 states that it is unrawful for anyperson to ritter, track or deposit i"v-r"irl-"J"i, sand, debrisor nateriar, incr.uding trash iunpsters, portabre toilets andnorkmen vehicres.|pon any streetl siaewaik;-;ii;y or publicplace or any portiin tt"i""il- iire rigtrt-of-way on arr. Town ofvail streets ind_.Ig"gs is approxiraatety 5 ft. off pavenent.This ordinance rlll b".;iti;irt-'inforced by the Town of vailPubric
'ilorks DeDartment. persSns found .ri.irrari'g this ord,inancewilt be given a-24 hour rriit"""i"ti".-ti-;;;;"'=.id nateriar.In the event the person so notified.aoes noi- coipfy with thenotice within the-24 hour tir.-.p""iilJi,"Ei""i"f,ric worksDepartment wirr remove said nateii.r "t irr"-'"*iIise of personnotified. The provi=ions-or-'trril orainance snirr not beapplicable to cinstruction, ,"irrt"rr.rrge or repair projects ofany street or alley or any utiii[ies in the ,ijnt_"_r"y.
To review Ordinance No. 6 in full., please stop by the Tordn ofvail Buir'ding Department to ouiiin a copy. rirani you for yourcooperation on this matter.
olllce ol communlty deyclopmcnt
ALL CONTRACTORS CI'RRENTLYL REGISTERED WITII THETOWN OF VArL
TOWN OF VAIL PUBLIC WORKS/COMMITNTTY DEVELOPI,TENT
MARCH 16, 1988
CONSTRUCIION PARKING & MATERTAL STORAGE
a/rr2z.//€>A2_
contractor, owner)
luwn
75 aoulh trontlge road
Ytll, colorudo 81657
(3031 479-2L38 or 479-2139 offlce of communlly dcvclopmcrrl
UILDING PERI.|IT ISSUANCE TIME FRAIIE .
If this permrlt requires a Town of Vail Fire Departnent Approval ,Engineer''s (pubrii !g*tt review .nJ
-ipp"ouur,'
a prann.in!'b"p."t
"ntreview. or Heat th Departniint ieview, :an!:;-;;i; fy'iii""drir ai ngliri[H!'j;"lll .'.i'uted time rJ"'a-tstur reuiii"-iluv"Lll'"s r6ne
All cornmerciar ("rarge or smail) and ail mu'rti-famiry permits wi.rlhave to follow ttre Sbve r"nii6n"i-ri*ir* requirenents. Residentiarand sma] I projects shourd tar<e i-iesier'amound of time. However, ifresidenti'al or sma'gr,projects impJii the various above mentioneddepartments with regard' to-necessiiy-review, these projects mayalso take the three-weet peri'oC. -..snt r,''sJs Pr vJEsL>
Every.attempt wrlll be T99e bv this department to expedite thispermr:t as soon as possible. - Yv v^i'ev ' r's L'
I:-Il. unders.igned, understand the plan check procedure and timeTrame.
/.
Pro jEET-Xanre
Date XoiR heet,*a s turned-r-i6-TE
Communi ty Oevel ooment Departmenr.
I O MEMoRANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED
TO:
FROM:
DATE:
BE:
Job Name:
Date:
Please
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public.proTfryZ
ls any utility work needed?
ls the driveway being repaved?
fs ditferent access needed to site
other than existing driveway?
ls any drainage work being done
atfecting the right ol way, easements,
or public property?
ls a "Revocable Right Of Way permil,
required?
I have read and answered allthe
8) A. ls the right of way, easements or
public property to be used lor staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
!f_V9u_ algwered yes to any of these questions, a "Public Way permit' must be obtained.?ublic Way Permit' applications may be obtained at the Public Work's otficg or atCommutrity Development. Ityou have any questions please callCharlie Davis, the Townof Vaif Construction lnspector, at 479-215f.
NO
Y
K
K
Y
1)
2)
YES
3)
4')
s)
6)
7l
Job Name s Signature
TOWN OF VAIL
75 S. FRONTAGE ROAD
vArL, CO 8165?
97 0-47 9-2L38
Description: PLUMBING FOR ADDITION
********************************ri****t****************** FEE
P Lumbi ng----->?25 .O0
Phone: 3039263859
Val-uation:15,000.00
sUl.lfi ARy **********************i****t*******************i*******t**
.00 Total Catculated Fees---)
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PLUMBING PERMIT
Job Address: 3130 BOOTH CREEK DRLocation...: 3130 BOOTH CREEK DRParcel No. . : 2101-023-04-002Project No. : PRJ96-01.68
OWNER HINTZ BERND JURGEN4 ONSLOW MEWS, LONDON SW7 3AA ENGLAND
CoNTRACTOR ROBINSON PLUMB/HEATTNG SQUAW CRK
P O BOX 64, EDWARDS CO 87632
APPLICANT ROBINSON PLUMB/HEATING SQUAW
JOBSITE
Permit
ALL TIMES
P9 6-015 3
AT
#:
Ptan Check---> 56.25Investigation> .00
l, i l, L Ca( t----> 3.00
Restuanant Ptan Revi ew-->
TOTAL FEES--.--Addi t iona L Fees--------->
Totat Permit fee-------->
281.25
Status. . .
Applied..Issued...
Expires. .
I S SUED
0e /23/res6
09 /26/7se603/25/ree7
284 .25
.00
241.25
241.25
BALANCE DUE----*****************************i*******************************t***********t******1*************************************************
IIem: ,O51OO BUILDING DBPARTMENT Dept: BUILDING Division:09/26/1996 CHARLIE Action: APPR CHARLIE DAVISItbm:'05600 FIRE DEPARTMENT Dept: FIRE Division:
*******t't**********************t*t****************************ff*****i******************t*************************ff************
CONDITION OF'APPROVAL
1. F]ELD INSPECTIONS ARE REO'D TO CHECK FOR CODE COMPLIANCE
********************t******************************t*****t*******1*************i*i*****************t*****t****************fi******
DECLARATIONS
I hereby acknowtedge that I have read this apptication, f il.l.ed out in ful,l, the infornation required, compteted anp[an, and state that att the infor;ation provided as required is conrect. I agree to comp(y vith the iniormationto compty vith atl' Toun ordinances and state taus, and to buil,d this structure according Town's zoning andcodes, design revieu approved, Uniform Bui[ding code and other ordinances of the Town jfflicabl.e thereto.
REOUESTS FOR INSPECTIONS SHALL BE IIADE TI,IENTY-FOUR HOURS IN ADVANCE gY TELEPHONE OFFICE F
TURE OF OI.INER CONTRACTOR FOR H F AND OI]NER
accurate ptot
and ptot ptan,
subdivision
****************************************************************
TOWN OF VAIL, COLOR"ADO Statemnt****************************************************************
Statemnt Number: REC-0298 Amountt 93.75 07/15/97 O8t47
Paynent Method: CHECK Notation: #304 lnit: CD
Permit NoParcel No
Sit.e Address
Location
This Payment
Account Code
01- 0000 41311
01 0000 4L332
Description
PLUMBING PERMIT FEES
PLAN CHECK FEES
P96-0153 Type: B-PLMB PLUMBING PERMIT
2101-023-04-002
3].30 BOOTH CREEK DR
3130 BOOTH CREEK DRTotal Fees:93.75 Total ALL Pmts:
Bal-ance:****************************************************************
284.25
284.2s
.00
Amount
75.00
18.75
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PermitPLUMBING PERMIT
Job AddressLocation...
Parcel No..Project No.
3130 BOOTH CREEK DR
3130 BOOTH CREEK DR
2101-02 3-0 4-002
PRJ9 6-0 l- 6 8
AT ALL TIMES
P9 6-0153
Phone: 3039263859
Status...: ISSUEDApplied..: oe/23/1ee6
rssued. . .: 09/26/7996
Expires. . : 03/25/7997
190.50
.00
190. 50
190.50
OWNER HINTZ BERND JURGEN
4 ONSLOW MEWS, LONDON SW? 3AA ENGLAND
CoNTRACTOR ROBTNSON PLUMB/HEATTNG SQUAW CRK
P O BOX 64, EDWARDS CO 81632
APPLTCANT ROBTNSON PLI]MB/HEATTNG SQUAW
Description: PLLIMBING FOR ADDITION Valuation: 10,000.00
**ffi**ffitr*tffi FEE SUt'tltARyPtunbing--> 150.00 Rastuarant Pl.an Reviey-->
ToTALFEES-__-_-_->
.00
190.50
Tota[ CaLcutatcd F.cs--->
Additional Fees---->
Tota L Perri t FeF---->
Paynents----
Ptan Check-->57.50
Invastigation> .00
tliLL catl---> 5.m
*
Itqm: .05100 BUILDING DEPARTMENT Dept: BUILDING Division:09/26/\996 CHARLIE Act,ion: APPR CHARLIE DAVISIt'em:' 05600 FIRE DEPARTI,IENT Dept: FIRE Division:
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
ffi ***ffi l.}***ffirkfffi ffi*ff ffi *ffi ffiffi *t#**ffiffi #****ffi**ffiffi *ffit***ff *
DECLARATIONS
I hereby acknovtrdg. th.t I have rcad this apptication, fitl,cd out in fuLl. the information requi red, conplctcd an accuratc ptot
Ptan, and state that atl the infopnation provided as required is correct. I agfee to compl,y uith the informtion and pLot pl,an,to conPly vith att Tosn ordinances and state (avs, and to buitd this structure according to the Toun's:oning and subdivisioncodes, design fcvicH appfoved, unifom Buitding code and other ordinances of the Town Ie
REOUESTS FOR INSPECTTONS SHALL BE I.IADE TIIENTY-FOUR HOURS IN AOVANCE BY TELEPHOiIE 00 A 5:
CONTRACTOR
TOWN OF VAIL, COLORADO Statemnt****************************************************************
statemnt Number: REc-0283 Amount: 190.50 06/06/97 L2:53palment Method: cHEcK Notationt #267 firit: co
--U****************************************************************
Permit No: P96-0153 Type: B-PLMB pLItMBINc PERMITParcel No: 2101-023-04-002Site Address: 3130 BOOTH CREEK DRLocation: 3130 BOOTH CREEK DRTotal Fees: 190.50This Payment 190.50 Tota1 ALL pmts: 190.50Balance: .00***********************************************:r****************
Account Code Description Amount,01 OOOO 41311 PLUMBING PERMIT FEES 15O.OO01 0000 4L332 PLAN CHECK FEES 37.5001 OOOO 41336 WIIJL CALL INSPECTION FEE 3.OO
GEORGE T. SAI{DERS COMPANY
PO BOX 169
r9T WEST 9TH STREET
SILVERTIIORI\E, COLORAIX) m49E
(e70) 45&E2s4 OR r-E{Xt-33}2s47
lrrnnrrorr. 6af
"rr*n.-'. 4 rrt* 4r fi7ox)
MT'-SSAGE:
(1) rkx-fz*atfzto 8u " ert a;pc f au,* d rTlr^tnune
a A / ,-A E-U+ T rlEorrrz 7ile i 6T .t ,O.
O 6 f-f rtrl<paac ' /qS- RtTh - fuo t.tttc :1 o
@ ,q**t= ..1 -,r^5 Azt* e<*
al,ar;'T ** T
,4ao z' Ta €kt l^,u,,
TEANKS
BARRY
Town of Vall
OFFICE COPY
GEORGE T. SAI\DERS CO.
19I WEST 9TH ST PO BOX
SILVERTHORNE, CO. 80498
nATE: 5/9/97
CUSTOMER: ROBINSON P&I{ OX'SQUAW CREnK
JOB NAME: HINTZ RESIDENCE ADDITION
T.XPIRATION DATT': 8/1D7
QUOTATTON
QTY CODE
I BUP2O6AEID
I AN{j0
| 4N1444
I WAFV-4
I AMWHIO
I WAl00ru8
I WAlt56F
I WA9DG
2 AV6E5
I AV6EC
I AV6EF
I AV6ESC
2 HATl40Al000
l [Iv8043El06l
6" HY496A1025
97 ASRTsOBB
15 ASRAECLO3
15 ASRAECRO3
I BEACONK42
97U46&.82s4
E00-333-2547
FAX 303-893-0836
NETEA TOTAL
1481.00 1481.00
27.47 27.47
t2.95 12.95
6.40 6.40
927.00 927.00
9.72 9.72
27.86 27.86
32.21 32.21
t7.t3 34.26
8.61 8.61
7.90 7.90
2.37 2.37
9.20 18.40
57.00 57.00
70.00 420.oo
4.18 405.46
2.80 42.00
2.80 42.W
120.00 120.00
TOTAL 36t2;61
169
DESCRIPTION
I64MBHNAT GAS ELEC . IGN. BOILER
MODEL 30 E)GANSION TANK
l-l/4" ArR scooP
AIRVENT
80 GAL SINGLE WALLHOTWATERMAKER
314'T&P VALVEw/8" PROBE
I/2" BOILERFILL VALVE
I/2' BACKFLOW PREVENTER
6"X5'B-VENT PIPE
6" B.VENT CAP
6" B-VENT FLASHING
6" B-VENT STORM COLLAR
4OVA TRAhISFORMER
3/4" ECV ZONE VALVE WEND SWITCH
314' ZONE VALVE/THERMOSTAT PKG
HEATTRIM 3/4" BASEBOARD PERFT
IIEATTRIM LEFT HAND END CAP
TIEATTRM RIGI{T HAND END CAP
BEACON MORRIS KICKSPACE }IEATER
ItrMBHNAT GAS ELEC . IGN. BOILER
6UX5'B-VENT PIPE
6" B-VENT CAP
6" B-VENT FLASHING
6" B-VENT STORM COLLAR
MODEL 30 E)GAIISION TATIK
l-1/4" AIR SCOOP
299MBHNAT GAS ELEC. IGN. BOILER
8'X5'B-VENT PIPE
8'B.VENT CAP
8" B.VENT FLASHING
8'B-VENT STORM COLLAR
l-ll2'AIR SCOOP
MODEL 60 E)0,{I{SION TA}',IK
CAST IRON I2OV CIRCULATOR
I. I/2' CAST IRON FLA}.{GE SET
ADD IX'BOILT.R NEEDS TO BF'. SI7.F',D F'OR F',XTSTNG RNSIDENCE AI SO
-I BUP2O6AEID
-2 AV6E5
-l AV6EC
-I AV6EF
1481.00 -1481.00
17.13 -34.26
8.61 -8.61
7.90 -7.90
2.37 -2.37
27.47 -27.47
1295 -12.95
2178.00 2178,00
30.15 60.30
16.10 16.10ro5z to.52
2.96 296
29.7E 29.78
55.73 55.73
136.44 136,44
5.16 5.16
TOTALN)D 920.43
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I
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AM3O
AM444
BUP2lOAEID
AV8R5
AVsRC
AV8RJ
AV8RSC
AM445
AM6O
TAOOIOF
TAILA}IGENW
THANK YOU FOR TrrE OPPORTUNTTY TO QUOTE
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STANDARD EQUIPMENT AND SPECIFICATIONS
Inches (mm)
ModelJVi
Riohl Side View
FruntVieur
TFTELEDYNE L/MRS
6000 Condor Drive, Moorpark, CA 93021 o Telr (805) 529-2000 r Fax: (805) 529-5934
20 Industrial way, Rochester, NH 03867 . (603) 335-6300 o Fa:t. (603) 335-3355
480 S. Service Road West, Oakville, 0ntario, Canada L6K 2H4 . Tel: (905) 844-8233 . Fax: (905) 844.2635
IenFerafrt Gauga
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72.6(21.3)
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ra.5 (10.7)
!|.i(16.01
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tg.6 (26.4
fii.5(33.0
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tt.a
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62.4
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1&7il {Ol)
1&7t (.2e)
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25-r[ (6i1)
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E-r2(r{)
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2.7tm)? (5r)
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Litho in U.SA. OTeledvne laars 1996 D"'"''lent 1085A 9509
Fr
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fr:IL
TOWN OF VAIL
75 S. FRONTAGE ROADvArL, co 81657
97 0-47 9-2L38
E Iectri ca l--->
DRB Fee
lnvestigation>
uli l, L ca l, L---->
TOTAL f€ES--->
Job Address
Location. . .Parcel No. .
Project No.
288.00
.00
.00
3.00
291 .00
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
Valuation:15, 600. oo
*********************************************************** FEE SU1414ARy **********************t**********ff**********************f,
APPI-,ICANT EAGLE VALLEY ELECTRIC
P O BOX 1116, MTNTURN CO
CONTRACTOR EAGLE VALLEY ELECTRIC
P O BOX tII6, MTNTURN CO
OWNER HINTZ BERND JURGEN
4 ONSLOW MEWS, LONDON SW7
Description: ELEC WORK FOR ADDITION
ELECTRICAL PERMIT
3130 BOOTH CREEK DR
3130 BOOTH CREEK DR
2101-02 3-0 4-002
PRJ96-0168
8L645
81645
3AA ENGLAND
JOBSITE AT ALL TIMES
Permit #: E9 6-0232
Status...: ISSUEDAppIied..: 09/23/I9e6Issued... : 09/23/1,996
Expires. . : o3/22/L997
Phone:' 3O38275772
Phone l 3038275'172
Tota[ Catcutated Fees---> 291 .OO
AdditionaL Fees--------->
Totat Pefnit Fee-------->
Payment
BALANCE DUE------------->
.00
291 .00
291 .OO
.o0
***:********lt***t***fft*ffff***ff******Jr****lr*****'H(********t***ir***********#*****************tt**************t******************
Item: .06000 ELECTRICAL DEPARTMENT Dept: BUTLDING Division:09/23/L996 CHARLIE Action: AppR CHARLIE DAVISItbn:'05600 FIRE DEPARTMENT Dept: FIRE Division:
***************t********t*lr*|tt******ff******ff****r*ti*************************i*****************t********ff*********************
CONDITION OF APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
******************************************************i*************ffr***J.*************************t******************************
DECLARATIONS
r hereby acknoutedge that I havr read.this apptication, f il,l.ed out in futt the information required, compteted an accufate ptotpLan, and state that att the intormation provided as fequired is correct. I agree to compty rrith tire iniormation and pLot i:l.an,to compty lrith att Town ordinances and statc [avs, and to buil.d this structure according io- the Tovn,s zoning and subdivisioncodes, design review approved, Uniform SuiLding Code and other ordinances of the Town appticabl.e thereto.
REOUESTS FOR INSP€CTIONS SHALL BE IIADE TI.IENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-OR AT OUR OFFICE FROI{
TURE OF OI.INER OR CONTRACTOR FOR AND OIINER
.-.
vv
****************************************************************
TOWN OF VAIL, COLORADO Statemnt****************************************************************
Statennt Number: REC-0297 Amount: 18.00 07/I5/SZ Oe:+l
Payment Method: CHECK Notation: #304 Init: CD
Permit No: E96-0232 Type: B-ELEC ELECTRICAL PERMITParcel No: 2101-023-04-002Site Address: 3130 BOOTH CREEK DRLocaLion: 3130 BOOTH CREEK DRTotal FeeE: 291.00This Payment 18.00 Total ALL Pmts z 29 1.00Balance: .00****************************************************************
Account Code Description Amount01 OOOO 41313 ELECTRICAL PERMIT FEES 18.00
*-nCorrao
{ at97
i PARCEL
)
I
cC Eagle County Assessors
0-328-8640 for Parcel /l .
#:
lr..
TOWN OF VAIL CONSTRUCTION
PERMIT APPLICATTON FORM
DATE:
,r*rrifffun
r APPLICATION MUST BE FILLEDtf
I** **************** * ********* * *
tr)
[ ]-BuiLding [ ]-Plumbing I
OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
PERMIT INFORMATToN * * * * * * * * * * * * ** * * * * * * * * * * * * * * *
l-ElectricaL [ ]-Mechanibal [ ]-other
Job Addressz 3/eo $oA7r/ eK . U/2/tFJob Narne:
Legal Descriptionz LoL_.,[Q_.Block--5!_ Filing
owners Name: f "D, 'Z.Jztffid Address: f rezoal fiz<pC, zazlfr#J..Y7 f ,U,
Architect;, 4),Addressz lrj,f/L Ph. fr6*220/
General- Description:
work class: [ ]-New [ ]-Arteration r(-Additional [ ]-Repair [ ]-other4\Nurnber of Dwelling Units: I Number of Accornmodation Units:
Nlrnber and Tvpe of Firep]-aces: Gas Appliances- 2- Gas Logs / wood/per).et_t,|l* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * vALUATToNs *****************************r+***I
BUTLDING: 7/r OOf ELECTRTCAL: $ 600 ,''PLUMBTNG: $ 50fr MEC}IANICAI., $-.-___- TOiAL; $W
*****************,r********** CONTRACTOR INFORMAT,ION :+***.*********\Tr********,r**EeneraL contracto:: -t41{/€:?Z ,{afr_E./,gZA __ Town of Vai). Reg. No."//g BAddress : Or 2&74 rttz Ca E77-@--- phone Number: i+?=:aaVq-,41- 726TElectrica] Contractor:rfrc(JLrrscrr. r_(JrrLroT:2t, .+4K2.c =r4z!ft? z.,t-!2/< Town of Vail Reg. NO. e._/5LAddressz €tf tr/6 lffi- z;-ffi:- phone Number: e7-s772
Plurnbing Contractot 7AB Town of Vail Reg. NO.Addresst
-'--Phon"
Numrei: ?ia:sFg-/Mechanical Contractor:
Address:
********************************
BUTLDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of VaiL Reg. NO.
Phone Number:
FOR OFFTCE USE *******************************
BUTI.,DING PI,AN CHECK FE8:
PLUMBTNG PI,AN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUILDTNG:
SIGNATURE:
ZONING:
SIGNATURE:
ITTFE-t-GROUP SQ. FT.
Comments:
DEPOSIT REFIIID
VALUATION
75 soulh |ronlage road
vail, colo.ado 81657
(s03) 479-2L.38 or 479-2139
TO:
FROM:
DA?E:
SUBJECT:
ofllce ol communlty deyelopment
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THETOWN OF VAIL
TowN OF VAIL PUBLIC WoRKS/COMMUNITY DEVELOPMENT
MARCH l-6, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
rn summary, ordinance No. 6 states that it is unrawful for anyperson to Litter, track or deposit any "oir,-r..i., sand, debrisor naterj_ar, including trash bunpsteri, p;;i.;i; toilets andworkmen vehictes. upon any streetl sia"waixl -;li;y or pubJ.icP1?:" or any portion theieof. the right_of_way on al' Town ofVail streets and roads is approxi^.l"iv-s-it.-lti pavenent.This ordinance will be. =triliiv.--enforced by the Town of vai'Public works Departrnent. p"r!6h= found "ii,ruling this ordinancewill- be given a 24 hour writien n"ti""-t"*;:;;;:'r.id rnateriar.rn the event the person so notified a""s-r,lt"'""iprv with thenotice within the 24 hour.time speci;i;;,"ii""i"tric worksDepartment wilr. remove said mareii"i-"i-[nJ"!"ili"e of personnotified- The provisions or itri= ord.inance shaLr not beappricable to c-onstruction, maintenance or repair projects ofany street or a1ley or any urilities il t;"-;i;;;_"_r"y.
To review ordinance No. 6 in fur', prease stop by the Town ofYlil B"ilding Departmenr to obrain a copy. riani you for yourcooperation on this matter.
(i.e. contractor, owner)
75 loulh lronlage road
vrll, colorado 81657
(303) 479-2138 or 479-2L39 otflco of community devotopmonl
BUILDING PERI,iIT ISSUANCE TIl'lE FMNE
If this permi.t. requires a Town of Vail Fire Departrnent Approval ,Engineer ''s (Pub) ic l'rorks) reyiew and approvar ,'a piannini"b.purtr.ntreview or Heat th Departmint.review, unb'.-r"uid Li-;i.,;"E"TioingDepartment, the estimated time for a total r.ui"n-iluy"iuil'as tongas three weeks.
All commercial (rarge or sma'il) and ail mu'rti-family permits wiilhave to fo] low the above rnentioned maximum requiremlnii.-"'nesidentialand.small projects shourd take a resser amount of-liil:' However, ifresidential or smarler.projects impaii the various;'bJ;. m!ntioneodepartments with regard.to necessaiy qeview, tiui" p.oj..li'ruya'lso take the three-weet< periJJ.
Every.attempt will be Tgge bV this departnrent to exped.ite th.ispermit as. sqon as possible. -
lr the undersigned, understand the plan check procedure and timeframe.
- /lrqz '-st'-._ '
rroJecl Name
q
Commun'i ty Development Department.
TO:
FROM:
DATE:
FE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC
MAY 9, 1gg4
WHEN A "PUBLIC WAY
WORKS DEPARTMENT
PERMIT'IS REQUIHED
Job Name:
Dale:
Please answerlhe
//
ng questionnaire regarding the need for a "public Way permit.:
YES
1)
2)
ls lhis a new residence?
ls demolilion work being performed
thal requires the use o{ the right
of way, easements or public proper;ty?
ls any utility work needed?
ls the driveway being repaved?
ls diflerenl access needed to site
other than existing driveway?
ls any drainage work being done
aflecting the right of way, easements,
or public property?
ls a "Revocable Righl Of Way Permit"
required?
A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. ll no to 8A, is a parking, staging
or fencing plan required by Community
Development?
NO
{
,/
d
x
X
{
X
{
3)
4)
F\
6)
7)
8)
lf you answered yes to any oi these questions, a "Public Way Permit" must be obtained.
'Public Way Permit' applications may be obtained at the Public Work's office or at
C9.1mu1ity Development. lf you have any questions please call Charlie Davis, the Town
of Vail Construction Inspec,tor, at 479-2158.
I have read and answered allthe above questions.
Contraclor's Signalure ..r
Job Name
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81657
97 0-47 9-2L38
Investigation>
lli t I, Catt---->
TOTAL tEES--->
DEPARTMENT OF COMMUNITY DEVELOPMENT
JOBSITE AT ALL TIMES
Permit *z 896-O232
StaLus...: ISSUEDAppIied..: 09/23/1996Issued...: 09/23/1996
Expires. . : 03/22/1997
Phonet 3038275772
Phone : 30382?5772
NOTE: THIS PERMIT MUST BE POSTED ON
ELECTRICAL PERMIT
Job Address: 3130 BOOTH CREEK DRLocation...: 3L30 BOOTH CREEK DRParcel No.. : 2101-023-04-002Project No. : PRJ96-0168
81645
8164s
3AA ENGLAND
Valuation:15, 000.00
**t**************************************tt**************** FEE SUt' .lARy *t***********i**********t****************ff*********r*****
E Iectri cat--->?70.00
APPLICANT EAGLE VALLEY ELECTRIC
P O BOX 1116, MINTURN CO
CONTRACTOR EAGLE VALLEY ELECTRIC
P O BOX 1116, MTNTURN COOWNER HINTZ BERND JURGEN
4 ONSLOW MEWS, LONDON SW7
Description: ELEC WORK FOR ADDITION
DRB Fee
.00
3.00
273.@
TotaI Catcutated Fees---)
Add'itionaL Fees--------->
TotaI Permit Fee-------->
Paynents-------
BALANCE DUE----
273.OO
.00
273.OO
273 . OO
.oo
******fi*******************************i*t***ff********H**********t**t*****************ff**********ff***************************
Itern! .06000 ELECTRICAL DEPARTMENT DepI: BUILDING Division:09/23/L996 CHARLTE ACtionI AFFn-cslnlrE DAVrSItem:'05600 FIRE DEPARTMENT Dept: FIRE Division:
***********ff*lr**********************ff**t******ff************ff****i****f******ff*********************iti*****tr**************
CONDITION OF'APPROVAL
1. FIELD INSPECTIONS ARE REQ'D TO CHECK FOR CODE COMPLIANCE
***t**t****h*****t*************tt*t*fi***f,Jnt*******f,t*t***lrrt**ffi****i************f,i***H*rHrt**rt*t**rrt*itr*ff**Hff**t***ffi***
DECLARATIONS
I.hereby acknowtedge that I have read this apptication, fil,l,ed out in futL the information required, compteted an accurate ptotptan, and state that att the infornation provided as required is correct. t agree to compty riith tire infornation and ptot j:tan,to comp[y uith al'l' Torrn ordinances and state [avs, and io buiLd this structure according io'the Tovn,s zoning and sugivisibncodes, design reviel, approved, uniforn Building code and other ordinances of the Town afpt,icabte thepeto.
REOUESTS FOR INSPECTIONS SHALL BE ITADE TI.IENTY-FOUR HOURS IN ADVANCE BY
****************************************************************
TOWN OF VAIL, COLORADO Statemnt**** ***** * * * * * * * * * * * * * * * * * t *************************************
Stqtemnt NUmber: REC-0269 Amount:
Payment Method: CK Notation: *259
273.00 05/05/97 10:18Init: DS
896-0232 Type: B-ELEC ELECTRICAL PERMIT
2101-02 3-04-002
3130 BOOTH CREEK DR
3130 BOOTH CREEK DRTotal Fees !273,00 Total ALL Pmts!
Balance:****************************************************************
Permit No:
Parcel No:Site Address:
Location:
This Payment
Account Code
01 0000 41313
01 0000 41336
Description
ELECTRICAL PERMIT FEES
WILL CALL INSPECTION FEE
273,00
273.OO
.00
Amount
27 0 .00
3.00
I
J
TOWN OF VAIL
75 S. FRONTAGE ROADVAIL, CO 8L657
9't 0-47 9-2138
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE
PermitMECHANICAL PERMIT
Status. . .
Applied..
Issued. . .
Expires. .
AT ALL TIMES
M96-0152
Job Address...: 3130 BOOTH CREEK DRLocation.... . . : 3130 BOOTH CREEK DRParcel No..... : 2101-023-04-002
Pro'iect Number: PRJ96-0168
OVINER HINTZ BERND JURGEN
4 ONSLOW MEWS, LONDON
CoNTRACTOR ROBTNSON PLTJMB/HEATTNG
P O BOX 64, EDWARDS CO
APPLICANT ROBINSON PLUMB/HEATING
Description:
MECH WORK FOR ADDITION
Fi reptace InforrEtion: Rest ri ctcd:fOf Gas Apptiances:
Ptan Check---> 5O-OO
3.00
ISSUED
oe /23 /ree6
o6 /06/tee7
L2/03 /Lee7
SW7 3AA ENGLAND
SQUAW CRK
81632
Phone: 3039263859
10,000.00
#0f trood/Pat let:
Valuation:
#0f Gas Logs:
*****t****fi FEE SUI$iARY
llechani ca [--->2@.m Restuarant Ptan Revi ev->
DRB Fee-------.0O Totat Catcutat.d Fe"s--->253. m
Invest i gat ion>
t'li l. L cat L--->TOTAL TEES-----TotaI Permit Fee------->253.00
Payments------
-0O ^dditionat Fees-------> -OO
**,**fffi'r*'t.:ffi ffi **lr*t*ffi **rffi ffi **ffi ***ffi ---*-*--*ff*TIi[1.1fi ;;;;;i*-*----*-#*-
Ile4i .q51q0^EqII,DING DEPARTMENT Depr: BUTLDTNG Division:06/06/1997 CHARTJIE Acrion: ApFn CirenLIE DAViSIT.em:' 05600 FIRE DEPARTMENT DepT: FIRE Division:
CONDITTON OF APPROVAL
1. qIE-LD-IN9PECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.?. CoMBUSTTON ArR rS REQUTRED-pER seC.--607 br--rne-lggi- uMe;'--'3. INSTALTATroN MUST coNFoml ro-l,laNuFAciunes- rlrsinuciiolrS--AloTO APPENDIX CHAPTER 21 OF THE 1991 UME-.-4. E4 AppLrANCES SHALL BE VENTED ACeORDTNG TO CHAPTER 9 AND_ 9U41,!_TEBMTNATE AS SPECTFTED rN SEC.906 Or-rnn--1991 uMc. -5. AqqEqg Tg HEATING EQUTPMENT MUST eOlnpr.,y Wrrn--snc.5os-eNo703 OF THE 1991 IIMCI6. EqI_LEBS_SEAL EE MOUNTED ON FLOORS OF NONCOMBUSTTBLE CONST._ qrylEqE lrsTED FOR MOUNTTNG ON COMBUSTTBLE FLOORTNG.- ------
7 . pEBUr!,.p!4N9_AND qoDE ANALysrs -MrTSi-BE-FosfeD- iN-MEcHANTcAL- Bqgu pBroR rq_A!! NgpEcrroN REouESt: -- - -----8. pBA_TNAGE OF ryECEAN_rgAl, nO6l.rs- c6lliAillruc HEATTNG oR HoT-WATERqq9pll BorLEB.g gHAr,rr BE EeUipFED-wrtH- A Fl.,iton- nRAiu--Fen iiEel2119 0F THE 1991 nMC.
********************************************************************************
DECLARATIONS
I. hcreby .acknov tedge that I have read.this app[ication, f iLl,ed out in ful,t the infornation rcquired, corpleted an accuratePl'an/ and state that a[[ the infornation Provided as required is correct. t agree to conpty iittr tire infonnation and pl.ot
pLot
ptan,
to.colPl'y vith al't ToHr oldin nc.s -and .t.t.-t.t., ,srd to bultd thi3 structurc accordlng to thG Tounr r rcrirlg and gtsdivirlon
codce, derlgn radan approtcd, uniforr Bultding codc ard othlr ordinlrgls of th! Tqrn -igticaUtc thcrrto.
NEUESTS ;fi IIISPECTICIS SlnLI BE iADE flA{TY-F(I|R IIO'RS rT
SIGI{AIURE OF OTIIIER OR CO TNACTOR FOR HTIISELF II{D OI{I{ER
0R lT qrf, oFrIcE Fno|l E:ltr lil l:00 pi
lo
*****************************************************:t**********
TOWN OF VArt, COLORADO Statemnt****************************************************************
Statemnt Number: REC-0283 Amount:
Paynent Method: CHECK Notation z *267
2s3.00 06/06/97 L2253Init: CD
Permit No:
Parcel No:Site Address:
Location:
This Payment
M96-0152 Type: B-MECH MECHANICAL PERMIT
2L0L-023-04-002
3130 BOOTH CREEK DR
3130 BOOTH CREEK DR
253. 00
253 .00
253. 00
.00
Total Fees:Total ALL Pmts!
Balance:,.***************************************************************
Account Code
01 0000 4L372
01 0000 41332. 01 0000 41336
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CAI.',I INSPECTION FEE
Anount
200.00
50.00
3.00
SOILS AND F'OTJNDATION IIWI STIGATION
FOR
PROPOSED ADDITION
LOT 10, BLOCK3, VAIL VILLAGE IITII FILING
TOWNOFVAIL
EAGLE COI]NTY, COLORADO
PROJECTNO. 9733
MAY 16,1997
PREPARED F'OR:
MRZDENAKBAIJER
BAIIER HOME IMPROVEMENT
P.O. BOX 2894
VAIL, CO E1658
ta -6ffi9
P.O. Box l4J2,Avon,Colorado 81620 . (970) 827-9088 Tel . (970) 821-9089Fu
TABIJOFCONTENTS
E}GCTITTVE SUMIIARY
SCOPE OF STUDY
SNEDESCRIPTION
PROPOSED CONSTRUCTION
FIELD INVESTIGATION
ST'BSURTACE SOIL A}ID GROT'NDWATER CONDMONS
FOTJNDATION RECOMMENDATIONS
SI.ABCONSTRUCTION
REf,AININGWALLS
UNDERDRAINSYSTEM
SrIE GRADING A}.TD DRAINAGE
LAWNIRRIGATION
LIMITATION
FIGT,RDS
LOCATIONSKETCH
PERIMETERDMIN
DRAINLOCATIONSKETCH
DRAWINGNO.I
FIGTJRENO. I
FIGURENO.2
LKP Engineering, Inc.
EXECUTIVE SI]MMARY
The proposed addition should be supported
on the undisturbed clayey-sandy GRAVEL, and
on the gravel fill, with conventional type spread
footings, designed for an allowable soil bearing
pressure of2, 000 psf. See Foundation
Recommendations.
SCOPE OF'STT]DY
This report presents the results of a subsurface Soils and Foundation Investigation for the
proposed addition to be constructed on Lot 10, Block 3, Vail Village l lth Filing, Town of Vail,
Eagle County, Colorado. The purpose ofthe subsurface soil and foundation investigation was to
determine the engineering characteristics of the foundation soil and to provide recommendations
from a geotechnical point of view for the foundation design, grading, and drainage.
SITEDESCRIPTION
Lot l0 is east ofthe cul-de-sac on Booth Creek Drive, in the Town of Vail, Eagle County,
Colorado. The proposed building site is on the east side of the existing residence at 3130 Booth
Creek Drive.The topography of the site is relatively flat to moderate, sloping to the southeast, toward
Gore Creek. The vegetation consisted of grass. At the time of our site visit, the foundation excavation
LKP Engineering, Inc.
was in progress and water was filling the footing trenches. We also observed that the east foundation
wall ofthe existing residence had signs offluctuating ground water.
PROPOSED CONSTRUCTION
It is understood that the proposed addition will consist of a two-story wood frame
construction with garages underneath. The foundation will be with cast-in-place concrete footings
and concrete block, foundation walls. Loads are anticipated to be light, typical ofresidential
construction.
If the finalized plans differ significantly from the above understanding, we should be notified
to reevaluate the recommendations of this report.
X'IELD INVESTIGATION
The fietd investigation conducted from May l2to 16,1997, consisted of observing and
consulting during the excavation process.
SUBSURFACE SOIL AND GROUNDWATER CONDITION
The purpose of our site visits was to observe the soil and water, exposed in the foundation
excavation. Excavated cuts, ranged from 4 feet near the southernmost trench comer to 6.5 feet at
the northernmost corner. Soil exposed in the walls of the trenches consisted of topsoil and fiIl over
sandy gravel, on the southern portion and clayey-gravelly sand on the northem portion. Water was
filling the trenches quicHy. The first recommendation was to bring a sump pump and drain the
trenches. Once this was accomplished, the bottom of the trenches was stabilized. First 3-inctU
subround cobbles were laid in the trenches, than covered with minus 314-nch crushed rock. In the
north trench the soil was too soft and pumping. We recommended, they overexcavate down until the
gravelly layer is reached. At two to three feet depth below the proposed footings elevatioq the
gravel layer was found. The trenches were backfilled with cobbles and crushed rock" the same as the
other trenches. A ternporary sump pump, in a perforated bucket, sunk near the southernmost corner
LKP Engineering, Inc.
of the excavation was working constantly. The water was being pumped back into Gore Creek.
Near the southwest corner ofthe new construction, a soft pumping area was encountered.
We recommended they treat this area in the same manner, by overexcavating and replacing the soil
with cobbles and crushed rock.
The trench along the east foundation wall of the existing residence was left in natural state.
FOUNDATION RECOMMENDATIONS
The proposed addition should be supported with conventional type spread footings, debigned
for a ma:rimum allowable soil bearing pressure of 2,000 psf The footings should be placed on the
undisturbed clayey-sandy Gravel and gravel fill. Minimum width of 16 inches is recommended for
the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should
be well reinforced, top and bottom, to span an unsupported length ofat least l0 feet.
A minimum of 48 inches of bacldll cover is recommended for frost protection of the footing
subsoils.
SLAB CONSTRUCTION
The natural on-site soils, exclusive of topsoil, organics, and fill, are suitable to support
lightly loaded slab-on-grade construction. In the interior of the perimeter trenches about four feet
high, undisturbed soils remained. This soil is to support the slab-on-grade. The top two feet ofthis
soil are topsoil and fill, and would have to be removed. Below the topsoil was sandy gravel wiih
cobbles. The subgrade for the slab-on-grade construction should be proofcompacted to detect and
remove soft spots. Soft spots that have to be overexcavated and bacldlled with structural material,
and other underslab filI should be constructed with the on-site soil or other suitable material,
compacted to a minimum of 95 percent of the maximum standard Proctor density (ASTM D-698).
Suitable material should be free from topsoil, organics and rock fragments greater than 3 inches.
The concrete slab should be constructed over a 4-inch layer ofclean gravel consisting of -314
inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200
sieve.
LKP Engineering, Inc.
The concrete slab-on-grade should be reinforced and controljoints scored according to the
American Concrete Institute requirements and per the recommendations of the designer to reduce
damage due to shrinkage. The concrete slab should be separated from the foundation walls and
columns with expansion joints to allow for independent movement without causing damage.
RETAININGWALLS
Foundation walls retaining earth and retaining structures that are laterally supported should
be designed to resist an equivalent fluid density of50 pcffor an "at-rest" condition. Laterally
unrestrained structures retaining the on-site earth should be designed to resist an equivalent fluid
density of30 pcf for the "active" case.
The above design recommendations assume drained backfill conditions and a horizontal
bacldll surface. Surcharge loading due to adjacent structures, weight of temporary stored
construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained
bacldll should be incorporated in the design. Every attempt should be made to prevent the buildup
ofhydrostatic pressure behind the retaining wal[.
UNDERDRAIN SYSTEM
To reduce the risk of surface water infiltrating the foundation subsoil, installation of a
foundation perimeter drain is recomrnended. Due to the high ground water table on the site we
recommend a combination of an exterior and an interior perimeter drain. The layout of the drain
should be as shown on Figure No. 2. The foundation perimeter drain should consist of a 4-inch
diameter perforated pipe sloped to a sump pump location , at a ll4 inch per foot if flexible or at a l/8
of an inch if rigid pipe is used. The drain pipe should be placed over, and covered with, a minimum
of 24 inches of -3/4 inches free-draining granular material. Geotextile (Mirafi l40N or equivalent)
should be used to cover the free-draining gravel to prevent siltation and clogging ofthe drain. The
bacldll above the drain should be granular material to within 2 feet of the ground surface to prevent
a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a '
relatively impervious fill. The backfill should be sloping away from the building.
LKP Engineering, Inc.
o
The sump pump should have its own housing, protected from freezing. The pump must have
controls and an alarm inside the residence.
SITE GRADING AND DRAINAGE
The site surrounding the building structure should slope away from the building in all
directions. A minimum of 12 inches in the first l0 feet is recommended in unpaved argas, and three
inches in the first 10 feet in paved areas. The top of the granular foundation bacldll should be
covered with a minimum of I foot of relatively impervious fill to reduce the potential of surface
water infiltrating the foundation subsoils. Surface water naturally draining toward the proposed
building site should be diverted around and away from it by means of drainage swales or other
approved methods. The roofdrains and downspouts should extend and discharge beyond the limits
of the bacldll. Exterior bacldll should be compacted at or near the optimum moisture content to at
leastglYo of the maximum standard Proctor density under pavement, sidewalk and patio areas and
to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical
methods of compaction should be used. Do not puddle the foundation excavation.
LAWN IRRIGATION
It is not recommended to introduce excess water to the foundation soils by installing
sprinkler systems adjacent to the building. The installation ofthe sprinkler heads should insure that
the spray from the heads witl not fall within 5.feet of foundation walls, porches or patio slabs. Lawn
irrigation must be controlled.
LIMITATION
This report has been prepared according to locally accepted professional Geotechnical
engineering standards for similar methods of testing and soil conditions at this time. There is no
other wananty either expressed or implied.
If soil or water conditions seem different from those described in this report we should be
LKP Engineering, Inc.
7
contacted immediately to reevaluate the recommendations of this report.
This report has been prepared for the exclusive use of Mr. Zdenek Bauer, from Bauer Home
Improvement, for the specific application to the proposed addition at 3130 Booth Creek Drivg in
the Town of Vail, Eagle County, Colorado.
LKP ENGINEERING,
cFmcE\wPwlMwlD@s9a3.R.PT
LKPEngineering, Inc.
r-t'-
PROPOSED
ADDITION
LOT IO
-_-- EXISTiNG
..RESIDEN
()-.-
"4a
Cre^'(l-.
O\
\_)
=\v
S-r-
()
t
l-',J
.\t-\
ra
i:i!
-
LOT
CUL_DE_SAL
BOOTH CREEK
DRIVE
CIVIL/GEOTECHNICAL
Engineering, Inc.
P.O. Box 1452 Avon. CO 81620
tel (970) 827-9088 fox (970) 827-90E9
LOCATIOTV SKETCH
PRa.tEcr No.: TTJJ
LOf 10, BLOCK 3, VAIL VILLAGE 71TH FILIN'
\OW\I OF VAIL
EA6LE CAUNTY. COLORADO
PREPARED FOR:
MR. ZDENEK BAUER
5C,C(!l NI=+U
DA,E: 05- | 6- 97
ORAVNG NO:
I
CONCRETE SLAB
ON GRADE
BERRIER GLUED TO
rHE FOUNDA TION WALL
GRAVEL TH|CKNESS SHOULD BE
AT LEAST 2 FEET ABOW THE DRA|N
;;':-,"LBH^RFtffigil(
sREwSw'
,HRfrry.*
/ i
' -'\ " \- ,rr*ru GRAVEL,
SLOPE AWAY FROM BU|LD|NG
COVER BACKFILL WTH
FOOT OF RELANWLY
IMPERWOUS SO|L
t lL lEr r ADntv
(MtRAFt t4ON
EOU|VALENT)
J/4 \NCH D|AM.
5Z F/NES
4-/NCH DlAMETER PERFORA TED
PIPE SLOPED TO A SUlTABLE OUTL.T
AT 1/4" PER FOOT FOR FLEXIBLE AND
AT 1/8'' PfR FOOT FOR RIG|D PIPE
/MP1RVIOUS UOISTUNT J / \ WTH LESS THAN
ct\1LlcEoTECHNICAL
Engineering, Inc.
P.O. Box 1452 Avon. CO 81620
ter (970) 827-9088 fox (970) 827-9089
PERIIIIETER DRAIN ,rorr, ,o., g 73J
LOf IO. BLOCK 3. VAIL VILLAGE I'fH FILING
TOM\! OF VAIL
EACLE COUNTY COLORAOO
PREPARED FOR:
T[8. ZDENEK BAUER
scALE: NfS
ono'os-r6-g7
FTGURE NO.: /
EXTERIOR PERIMETER DRAIN
(4-\NCH DTAMETER PERFORATED
PIPE, IMBEDDED IN A MINIMUM
OF 2 FEET OF GRAVEL)(
I
I
I
I
I
I
I
I
lrrlrlrl
llrl
ilrlrltlrl
ltI lltllI ll
I
lllI tlI tlr tlt(
PERMANENT SUMP PUMP
rO DAYLIGHT AT CREEK BERM
6-INCH DIAMETER SOLID PVC
CASING UNDER FOOTING
(TYPICAL AT CROSSINGS)
)
((
EXISTING
RESIDENCE
PR OF OSED
ADDITIOIU
CIVIL/CEOTECHNICAL
Engineering, Inc.
P.O. Box 1452 Avon, CO 81620
rer (970) E27-9088 ror (970) 827-9089
DRAIN LOCATION SKETCH
PRoEcr No.: gfiJ
LOf IO, BLOCK 3, VAIL VILLAGE IIfII FILINC
TOWI\J OF VAIL
EAGLE COUNTY. COLORADO
PREPARED FOR:
MR. ZDENEK BAUER
scALe N. rs
D^tE: os- r 6- 97
FTGURE NO: 2
oo
Re$Jostod lnGp€cl Dde: Wednosday, January 31, 20fi- Asiigued To: CDAMS
lncpectlcn Typs: BLDG
lnspectlon ALa: CD
Slte Addross: 3t30 BOOTH CREEK DR vAlL
3130 BOOTH CREEK DR
A/P/D hrforndbn
Item Cqnrr rerrts:
Insoocllon llls{orv
Item: 510Item: 10
Item: 520
Itcm: '30
Item:.. 5O
Item: 60
ftem: 9o
Tvre: A-BUILD
Occupa-nry:
t"ollB:;
Otnf*
Phono: 30394942'14
Status:
Insp Area'
ISSUED
CD
L
ENT
DATION STEM WALL
* Approved *
Action:NO NOTIFIED
APPR APPROVEO
APPR APPROVED
APPR APPROVED
ENT Phone: 3039494244
MS.BATHROOM AND ENTRY AODITION
ReCuestedrffi: 08:lXlAI
Er cred By: JMONDRA@N K
Adion:
Adion:
Action:
utt2tNt Inspedor: u$
Corrrr-rrenls: AFPROVEDOenln7 lmoector: CD Action: APPR APPROVEO
BLDGlrrruhtion (ODtion l) * Ap'ffoved *
101'13197 Inspcc{or: . CD Action: APPR APPROVED
Commentr: APPROVED
BLDcshectrock Nall (ODtional) * ADorovcd "$n487 Inspoctor: ART Ariion: APPR APPROVED
Commerds: Danial. nic oaraoc
llrrh''_- t "70
Inspoctor: ART Arlion: APPR APPROVED
DAntal. nrc oaruoc
hspcclor: - AdT Adim: APPR APPROVED
gqrage sheetrock(ODtional) " AlDroved *
lnsDector: ART '' Action: APPR APPROVED
lJtsp6c'tor: ART Aclion: APPR APPROVED
slab dhvd heatlor: CO Aciion: APPR APPROVED
E INSPECTIONlor: CD Action: CO CERTIFICATE OF oCCUPANCY'L COMMS. PROTECT FROM FREEZING
I
. -- (Regulred) ..=,.,,=L
Activltv: 8S0290
Const Tvpi:
Paiacl: 210102304002
Applicant: SAUER HOME
\JW C|. nfit I Z- EtEttl\tL\JW C|. nfit I Z- E|EFI
Contractcr: SAUER HO
DetcnFtlon: ADDOF GA
FgPTl31
I
I
.i,
-t
01-31-
Itdm: 533
Itom: 540
Insoection
c6optlonal)
Run Idt 364
cd*
Ac-tion: APPRAPPROVED
Action: ArcR APPROVED/CORRECTION REQD
Au-tb.*
o
Run Id: 364I?FD'N1 ?1
I
I
i
I pec!ion Page 12
Raqrosted lnsp6c{ Date: Wednesday, January 31, zo01' As*krned Ts: CDAVIS
lrspgc$n Tmg: MECH
lnioeetlon Arba: CD
SfreAddress: 3130 BOOTH CREEK DRVAT
3130 BOOTH CREEK DR
Ac,tivltv: MBS0152
Const TvrE:
Paiccl: 21010230,
olJnrr
Cor*rador:
Applicanl:
Des,:riFtlon:
Egsu6st.4bgp$gglgl
hsooctlon Hlstorv
Itcm: 200 MECH-Rouoh
09t1'v97
A/P/D hrlunalfrrn
Itfii: 310
Itcm: 320
Item: 330
Item: 340liem: 390
Sub TUpc: A.SFR
Phmc: 3039263859
Rodrr6s{od Thns:' Phone:
Entcrcd By:
S:tatr.rs:
lnsp Arc!'
08:filAt
JMONDRAGON K
rc: &MECH
cy:
SQUAWCRK
ISSUED
CD
' ' Aclion: APPR APPROVED
(ODtlonal) - Aontrovcd 'DS' Ac{ion: APPRAPPROVED
rF'
-r=l-
DF 131 I Run Id: 364
il
01-31-2001
Requostad Inspect Dalc:' Asiigrnil To:
lnsDoctlon Tvoe:
lnipectlon lirba:
Slto Addross:
A/P/D hfurrration
Aetivity: P9&0153 T\De: SPLME
Const TVDC: Occuoancv:Paitel: 210102304002
Owner: HTNTZ EERNO JURGEN
Contractoi. ROBI l lsol.l PLU MB/H EATll.lG SOUAW CR K
Applicant: ROelflSOl'l PLUM gA|EnTING SOUAWDeilriotlon: PLUMBING FOR ADDITION
Roouostod lnsooctlmlsl
[sm: 290 PLtIB-Fhd
Wodlesday, January 31, AI}1
CDAMS
PLiIIBco
3130 BOOTH CREEK DR VAL
3{30 BOOTH CREEK DR
Sub Tgne: ASFR
PhcnE: 3039263859
AeCuesred'ffi:
Eriered By:
Status: I.S.SUED
Insp Arca' CD
08:00 All
JMONDRAGON
Insoectlon Hlstorv
Item: 210
Itcm: 230
.. ADorovrd r'
' ' Action:APPR APPROVED
APPR APPROVED
APPR APPROVED
Item: 22O PLMFRo'rstruD.W.V. (Optional) " ApFroved **
09/11/97 Insocctor: CD Actlon:
Comrnenls: 5PSFSPSI-6PSI
vot I ttJt
CornrYlents:TER 1OOPSI
PLM+Rorloh/Waicr
09/11/97 lrrsoer
(Optional) " Approvqd.:'
Agn1n7 lrrspector: CD
'rnrnents: 60 PSICorrnents: 60PSl
PLMB-Gas Pipino
PLM&POOI/HOI TUb
PLM&Misc.
(Optional)
(ODtional)(OptionaPLM&Misc. (Ootiohal)pLMB_Finai . (Riquircdi
Itern: 2/10
Item: 250
Item: 260
ttem: 290
I
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nin
)r
lr
1
:
lril I
li
t: ' !;i
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i i,:lr.:;
fi i.tr
fi: '$iil
t;: i
\-
FILECfiY
August 28, 1998
Zdenek Bauer
Bauer Home lmprovements
P.O. Box 2894
Vail, Colorado 81658
Re: Hintz residence, Lot 10, Block 3, Vail Village 11rh Filing,
Dear Mr. Bauer:
On Thursday, August 27, 1998, I inspected the Hintz residence for completion of the
landscaping and revegetation in the flood plain and the paving of the driveway. Upon
completion of my inspection, I have approved the landscape work. Therefore, I am retuming
to you the original copy of the Developer lmprovement Agreement for insuring the completion
of said work.
Should you have any questions or concems, please do not hesitate to call. You can reach me
most easily at 479-2145.
Sincerely,
TOWN OFVAIL
Department of Community Development
75 South Frontage Roa^d
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
rUR"u,-^
George Ruther, AICP
Senior Planner
{p r""r"urr rrr
LETTER OF CREOIT FORMAT
Leg€l Descriptlonr toun. Bbcl-A
subdivrsio Lbil-lMloE-tl!!Add,6Es__5lEo_-Bd6ld-__e4.
zltsq
DEVELOPER IMPROVEMENT AGREEMENT
THIS AGREEMENT, made and eniered into this 3/ day ot .{nt"t/-1 .199r ,,
by and dmong 7 M-p/ .8,^)4 (hereinaft'er callbd the "Developer"), and lhe
TOWN OF VAIL (hereinatter called the "Town") and
called the 'Bank").
(hereinatter
C'ef/l\
WHEREAS, the Developer, as a condition of approval ot lne l-li, '14 QB
plans, dated '19- wishes to enter into a Developer
lmprovement Agreement; and
WHEREAS, the Developer is obligated to provide security or collateral sufficient in lhe
judgment of the Town to make reasonable provisions for completion of certain improvemenls set
forth below; and
WHEREAS, the Developer wishes to provide collateral to guarantee performance of this
Agreement, including construction of the above-referenced improvements by means of the
following:
Developer agrees to establish a lener of credit with a Bank in Eagle County in a dollar
amount of $ I 41<. oq (125% of the total cost of the work shown below) to provide
security for the following:
IMPROVEMENT
l.'uAveu*y phl\
Z. Lr-ucr;t-,+piu1 €, Floody' *;,JlRaF4etho'l'
+{rt+fbb'
NOW, THEREFORE, in consideration of the following mutual covenants and agreements,
the Developer and the Town agree as follows:
1. The Developer agrees, at the sole cost and expenses, to furnish all equipment
and material necessary to perform and complete all improvemgnts, on or belore
Z I Blqq . The.Developer shall complete, in a good workmanlike manner, all
improvements as listed above, in accordance with alt plans and specifications tiled in the office oJ
lhe Community Development Deparlment, the Town ol Vail, and to do all work incidental thereto
according lo and in compliance with the following:
a. Such other designs, drawings, maps, specifications, sketches, and other matter
submitted by the Developer to be approved by any of the above-referenced
governmental entities. All said work shall be done under the inspection of, and to
the satisfaction of, the Town Engioeer, the Town Building Otficial, or other official
from the Town ot Vail, as affected by special districts or service districts, as their
respective interest may appear, and shall not be deemed complete until approvec
and accepted as completed by the Town ol Vail Community Development
Department and Public Works Department.
2. To secure and guarantee perlormance of its obligations as set forth herein, the
ow
3. The Developer may at any time substitute lhe collateral originally set forth above
for another form ot collateral acceptable to the Town to guarantee the faithful completion ol those
improvemenls rererred to herein and the performance of the terms of this Agreement, Such
acceptance by the Town of alternative collateral shall be at the Town's sole discretion.
4. The Town shall not, nor shall any otficer or employee thereof, be liable 0r
responsible for any accident, Ioss or damage happening or occurring to the work specified in this
Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any
ofticer or employee thereof, be liable lor any persons or property injured by reason of the nature
of said work, but all of said liabilities shall and are hereby assumed by the Developer.
The Developer hereby agrees to indemnify and hold harmless the Town, and nay ol its
officers, agents and employees against any losses, claims, damages, or liabilities to which the
Town or any ot its officers, agents or employees may become subject to, insolar as any such
losses, claims, damages or liabilities (or actions in respect thereot) that arise out of or are based
upon any performance by the Developer hereunder; and the Developer shall reimburse lhe Town
for any and all legal or other expenses reasonably incurred by the Town in connection with
investigating or delending any such loss, claim, damage, liability or action. This indernnity
provision shall be in additlon to any other liability which the Developer may have.
5. lt is mutually agreed lhat the Oeveloper may apply to the Town and the Town shall
aulhorize for partial release of the collateral deposited with the Town for each category ol
improvement at such time as such improvements are conslructed in compliance with all plans
and specitications as relerenced hereunder and accepted by the Town. Under no condition will
lhe amount of the collateral that is being held be reduced below the amount necessary to
complete such improvemenls.
6. lf the Town determines, at its sole discretion, that any ol the improvements
contemplated hereunder are not conslructed in compliance wilh the plans and specifications set
lorth in this Agreement on or belore the date set torth in Paragraph 2, the Town may, but shall
not be required to, redeem the letter of credit as necessary lo complete the unfinished
improvements. The Bank shall release such tunds upon wrinen request lrom the Town stating
that the improvements have not been completed as required by this agreement. The Bank shall
not tequire the concurrence ot the developer prior to release ol the tunds to the Town nor'shall
the Bank be required to verify independently that such improvements have not been completed
as required bythis agreement, but shall release such funds solely upon the Town's wrinen
request.
lf lhe costs of completing the work exceed the amount of the deposit, the excess,
together with interest at twelve percent 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 permit holder
lails or refuses to complete the cleanup and landscaping, ad defined in this chapter, such failure
or refusal shall be considered a violation of the Zoning Code.
7. The Developer warrants all work and material lor a period of one year atter
acceplance of all work referred to in this Agreement by the Town if such work is located on Town
of Vail property or within Town of Vail right-of-way pursuant lo Section 17.1 6.250.
8. The parties hereto mutually agree that this Agreement may be amended from time
to time, provided lhal such amendments be in writing and executed by all parties hereto.
Dated the day and year first above written.
STATEOFCOLORADO )
) ss.
couNwoF EAGLE )
Cr--&Xl9"tK*AU+""'""""1TJflii}-9'ElgKl'gRttH'AB'dE.
t^fL. 't1,.-Llz..-t
. . Planner, Cbmmunity Development
STATEOFCOLORADO )
) ss'
COUNTYOFEAGLE )
?.!g0t1,""1"*?i[nfaEfP""'0""""' -*"8i*"€n3toffi.g(
.
Witness my hand and official seal.
My commission
5e A++A4L,"fi
Bank
STATEOFCOLORADO )
) ss'COUNTYOFEAGLE )
The foregoing Develop€r lmprovement Agreement was acknowledged before me this
day of 19-by
Witness my hand and otficial seal.
Witness my hand and ollicial seal.
Bond No.96 cg 5962 2
CENSE AND PERMIT BOND
STATE FARM FIRE AND CASUALTY COMPANY
BLOOMINGTON, ILLII,IOIS
KNOW ALL PERSONS BY THESE PRESENTS, That we, ZDENEK BAUER
of po Box 2894 vArL, co 81658 as Principal,
anO ate of lllinois,
having its principal office in the city of Bloomington, lllinois, as Surety, are held and firmly bound unto
TOWN OF VAIL
inthetull and aggregate sum of ErGHT TitousANp rriREE BUNpRep & SEVENTY-ErVE Oollars($8,3?5.00 )
la$rful money of the United States, for which payment well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE ABOVE OBLIGAION lS SUCH that whereas the said Principal has been granted a
TEMPORARY CERTIFICATE OF OCCUPANCY LTCENSE
NOW THEREFORE, if the above Principal shall indemnify and save harmless the Obligee, against loss by reason of
said Principal's breach of any ordinance, rule or regulatioh relating to the above desqibed license or permit, then this
obligatlon shall be null and void, otherwise to remain in full.force and effect.
Provided, that if the surety shall so elect, this bond may be cancelled by glving thirty (30) days notice in writing to
the said Obligee and this bond shall be deemed cancelled at the expiration of said thirty (30) days; but sald Surety so
filing said notice shall not be discharged from any liability already incurred under this bond or which shall accrue
hereunder betore the expiralion of said thirty (30) day period.
This bond may be continued from year to year by means of a continuation certificate.
Signed, sealed and dated this 16rH day of FEBRUARY ,1998.
o
LI
By
STATE FARM FIRE AND CASUALry COMPANY
/'ltt 1/ I/ I t' \ay Uk'u- )U:"^-J&A
AtfrtEy-in"let
1676 06
'KNOW ALL PERSONS BYTHESE PRESENTS: That STATE FARM FIREAND CASUALry COMPANY):an lllinois corporation, with its princjpal
oltice in Bloomington. lllinois. does hercby constihjte and appoint: John C. Anderson, SheriAndersAd\Meg Botto(f, Drana L. Boyd. Teri Blady.
Tammy Brown, Ceoia Campbell, Pamdla Chancellor. Wilter D. Clark, Leon Cook, Ruth DavKs.lllie Freed, Bobby L. Gale, John Gibson,
Chrisline M. Goben, Vvilliam L. Gordon, Suzanne M. Greit, John R. Horlon. Kim Jimenezlcimthia Johnson, Mary Johnson. Susan K.
kHOW nU pensols BYTHESE PRESENTS: That STATE FARM FIREAND CASUALry COMPANY):an lllinois corporation, with its princjpal
oltice in Bloomington. lllinois. does hercby constihjte and appoint: John C. Anderson, SheriAndersAd\Meg Botto(f, Drana L. Boyd. Teri Blady.
Tammy Brown, Ceoia Campbell, Pamdla Chancellor. Wilter D. Clark, Leon Cook, Ruth DavKs.lllie Freed, Bobby L. Gale, John Gibson,
Chrisline M. Goben, Vvilliam L. Gordon, Suzanne M. Greit, John R. Horlon. Kim Jimenezlcimthia Johnson, Mary Johnson. Susan K.
Johnson, Julia Klinzing. G.F. Krawcyk, Janet R. Leake, Sharran Manns. Donna K. O'Crolvli I'richael D. O'Donnell, Debra Praler, Lyln
Rakowski, Alice Schuler, Kim Shirie, Trudy Spence, Heidi Stevens, Wlma L. Weinziciit of Bloomington, lllinois its true and laMul
Altomey(s)-in-Facl, to make. execute. seal and deliver for. and on its behalt as surety, any adil--a[ bonds, undertakings or other writings obligatory
in lhe nalure of a bond as follows:
Power of Attorney
KNOW ALL PERSONS BYTHESE PRESENTS: ThaI STATE FARM FIREAND CASUALry COMP
ofiice in Bloominoton. lllinois. does herebv constitute and aDDoint John C. Anderson. SheriAnders,
Resolved, thal the Execulive Vice-President or a Vice-President of
representative ofthe Company or other person or persons as
policies, contracls of indemnity or other writings obligatory in the nalure
otficers. and affix lhe seal of the Company therelo. Any said execution (
Company as if they had been duly executed and acknowledged bylh
appointed, may be removed lor good cause and the authority so graltqF
rhis appointment.s made under and by the "",n"+U""t"S33liqfltl"lii"iXlf"T3$1. r'J;; Executive comminee or the Board or oirecrors
of Slate Farh Fire and Casualty Company 6n the 24th day of July, '1974, as is duli.authqril-ed by lhe Board of Oirectors in Article ll, Section 6
of lhe By-Laws of the Company, which resolulion is: a. ; \i-/
IrFEn/ is hereby authorized to appoint and empower any
(dclle on behalf of the Company any bonds, undertakings,
wfflch the Company might execute through its duly elected
rments by an Attorney-in-Fact shall be as binding upon the
elected ofllcers of the Company. Any Attorney-in-Fact, so
STATE OF ILLINOIS c----v
couNTY oF MCLEAN /< Yt
On this lst dav olJGd\997- betore meOn lhis lst day ol/|rJld 1997, before me personally came W. Donald Sullivan to me known, who being duly sworn, d'd depose and say
that he rs Vic€-PresidenEot STATE FARM FIRE AND CASUALTY COMPANY. lhe @rporalion descdbed in and which executed the above
insfument: thal he knowslhe seal ofsaid corporation: that lhe sealaffixed to said instrument is such Corporate Seal: and thal he executed said
insfument on behalf of the corporation by aulhority ofhis office under the By-Laws o, said corporation.
Resolved,thaithe signature olthe ExecutiveVice-President
/ power of atlorney granted, and the signature of lhe Secrqon any power of atlorney granted, and the signature of lhe
be atflxed by facsimile to any certificale of any such powerbe atflxed by facsimile to any
valid and bindina on the Convalid and binding on the Company. Any such power so e)
bond or underlaking to which it is attached, continue to be
IN WITNESS THEREOF, STATE FARM FIRE
and ils Corporate Seal to be affixed this 1st day of J
This APPOINTI/ENT SHALL CEASE AND
AS PROVIDED.
as specilled in the Power ofAttorney.
esident and lhe seal ofthe Company may be affixed by faqsimile
ident or Assistant Secretary, and the seal of Ihe Company may
or certificale beadng such facsimile signalure and seal shall be
and cerlilicate so execuled and sealed shall, wilh respect to any
on the Company.
C0MPANY has caused this instrumentto be signed by its Vice-President,
OMATICALLYASOF DECEMBER 3l, 1998, UNLESS SOONER REVOKED
STATE FARM FIRE AND CASUALTY COMPANY
//t)"-zzAz:
Vics.Presidenl
.&-4.4.-
Prinred in u.5^-
"OFFICIAL SEAL'
Shaffan Kaye Manns
Notary Public, State of lllinois
My Commission Expires 211l99
Notary Public
My commission expires February 11, 1999
CERTIFICATE
I. the undersigned Vice-President of STATE FARM FIRE AND CASUALW COMPANY, do hereby cediry that the original Power ofAttorney
ot nhich lhe Ioregoing is a lrue and conecl copy, is in full torce and effect and has not be€n revoked and the resolutions as set lorth are now inforce , tr" a- | |. .'-,
Signed and sealed at Bloomington. lllinois. Dated this lQ day ot fLb( v.^tf la1V.
$*oJ, tr A*l-t
VicePresidenl
It you have a question concerning the validity of this Power ofAttorney, call (309) 760'1161.
F86-9qtq.t0
(en7)
MEMORANDUM
To: Lot 10, Block 3, Vail Village llth Filing
From: George Ruther, Town Planner
Date: 9/30/97
Re: LL.C. approval
On September 30, 1997,the staffapproved the Hintz addition I.L.C. According to the I.L.C., the
southeast corner of the addition encroaches 0.1 foot into the required sideyard. A visit to the site
confirmed that a second floor cantilever was inadvertently approved in the setback by the staff
during the DRB and building permit review processes, The second floor cantilever approval
resulted n a2 ll2 foot encroachment of the addition into the setback. In light of the fact that the
addition was already approved by staff, and that contractor relied on staffs approval and
substantially completed the frarning, staff is not acknowledging the building corner encroachment
as an illegal situation. Instead, the staffhas considered the second floor encroachment and the
building comer encroachment as legal, non-conforming situations. Any changes to these areas of
the addition shall be treated in accordance with the non-conforming section of the Code.
For tle record, I did not make this blunder!!!
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Qucstrons? Catlltannrng Stiff at 479-2118
A PPI.ICATI ON FOR PI,ANNI NC A ND E N \/I RONIVT F]N'I'A I-
COMMISSION APPROVAL
CENERAL INFORMATION
This application is for any projcct rcquiring approval by thc Planning and Environmcntal Commission. For spccific
information, scc thc submittal rcquircmcnts for thc particular approval that is rcqucstcd. Thc application can not bc
acccptcd until all rcquircd infornration is submittcd. Thc projcct nray also nccd to bc rcvicwcd by thc Town Council
and/or thc Dcsigrr Rcvicw Board.
A. TYPE OF APPLICATION:
tr Additional CRFA (250)
tr Bcd and Brcaldast
D Conditional Use Pcrmit
Cl Major or O Minor Subdivisiontr Rczoning
tr Sign Variancc
}( Variancc
tr Zoning Codc Amcndmcnt
)
TOWN OFVAIL
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Anrcndmcnt to an Approvcd Dcvclopment Plan
Employcc Housinc Unit (Tvoc: )
Major or D Minor CCI Extcrior Altcration
(VailVillagc)
Major or tr Minor CCII Extcrior Altcration
(Lionshead)
Spccial Dcvclopmcnt Disb'ict
Major or E Minor Anrcndmcnt to an SDD
DESCRIPTION OF
LOCATION
ADDRESS:
OF PROPOSA L: LOT -IIO-.ELOCKI3- FILING
UILDING NAME:
n ZONING:
-ilrrt+z
NAME OF OWNER(S):
MAILING ADDRESS:
F. OWNER(S) SIGNATURE(S):
G.NAME OF REPRESENTATIVE:
MAILING ADDRESS:
PHONE: '"49 -4744
-
FEE - SEE THE SUBMITTAL REQUIREMENTS FOR THE APPROPRIATE FEE.
STJBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROAD,
For Office Use Onl],:
Fec Paid:- Ck#:- By:
Application Date:PEC Mecting Datc:_
H.
PHONE:
vAIL, COLORADO 81657.
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THIS ITEM MAY AFFECT YOUR PROPERW
PUBLIC NOTICE
NOTICE lS HEREBY GIVEN that the Planning and EnvironmentalCommission ot the Town of
Vail will hold a public hearing in accordance with Section 18.66.060 of the Municipal Code ot the
Town of Vail on October 13, 1997, at 2:00 P.M. in the Town of Vail Municipal Building. In
consideration of :
A request to appeal the following staff interpretations: 1 ) Section 18.52.100 C5, Parking
Requirements Schedule (Eating & Drinking Establishments) and Section 18.52.'l60, Exemptions
(parking pay-in-lieu) - appellant disputes the calculation of the number of parking spaces
required; 2) The staff's classification of the 3rd and 4th lloors as "eating and drinking
establishments"; and 3) The requirement that the applicant sign the pay-in-lieu promissory note
personally and that a Deed of Trust be filed on the property; located at The Vail Village Club,
333 Bridge Street, Lot C, Block 2, Vail Village lst Filing.
Appellant: Riva Ridge Partners LLC; Glen M. Heelan;Margretta B. ParksStaff: Mike Mollica/Tom Moorheac
A request for an interior remodel, to allow for a new bedroom and bathroom in the basement
area, utilizing the additional GRFA (250), located at Vail Golfcourse Townhomes, 1660 Sunburst
Drivei Lot 1, Vail Valley 3rd Filing.
Applicant: G.H.J. SuverkropePlanner: Lauren Waterton
A request for a variance from Section 18.28.070 (Setbacks) and a conditional use permit lor an
outdoor dining deck at Crossroads, located at 143 East Meadow Drive/Lot P, Block 5D, Vail
Village 1st Filing.
Applicant: Mountain Top lce Cream (Haagen Daz), represenled by Bill PiercePlanner: Dominic Mauriello
A request for a recommendation on the Lionshead Redevelopment Master Plan - Alternative
Master Plan concepts.
Planner: Susan Connelly
A request lor a variance from Section 18.13.060 (Setbacks), to allow for a residential addition to
encroach 3 1/2 " into the sideyard setback at the Hintz residence, located at 3130 Booth Creek
1 Drive/Lot 10, Block 3, Vail Village 11th Filing.v4. ./ffi - Applicant: Zenic Bauer- \ Planner: George Ruther
A request to review a draft ol the proposed Vail Strategic Housing Plan, which is intended to set
the direction of the Town in its effort to address locals housing.
Applicant: Town ot Vail, represented by Andy Knudtsen
The applications and information about the proposals are available for public inspection during
regular olfice hours in the project planner's office located at the Town of Vail Community
Development Department, 75 South Frontage Road.
Sign language interpretation available upon request with 24 hour notification, Please call
479-2114 voice or 479-2356 TDD for information,
Community Development Department
Published September 26, 1997 in the Vail Trail.
esign Review Action Form
TOWN OFVAIL
Project Name: Hintz - Changes to approved plans
ProjectDescription: Windowadditions,roofmodification,columnchanges
Owner, Address and Phone: Jurgen Hintz
ArchitecVContact, Address and Phone: Slfll1tLlilf6,frto#oon
and Hopkins,20l Gore Creek
Project Street Address: 3130 Booth Creek Drive
Legal Description: Lot 10, Block 3, Vail Village 1lth Filing
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Parcel Number:
Comments:
BuildingNamc:
Motion by:
Secondcd by:
Vote:
Conditions:
Town Planner: Lauren Waterton
Date: Sept,16,1997
Board / StaffAction
Action: Staff Approved
DRB Fee Pre-Paid:
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ns.
WE ARE SENDING YOU & Attached D Under separate cover via
A "o* of letter
! Shop drawings
! For review and comment tr
! FOR BIDS DUE
THESE ARE TRANSMITTED as checked below:
. D As requested
fl Fo, your us"
! For approval
! Change order
I erints
Snowdon and Hopkl
201 Gore Crcek Drlve
Vall, Colorado 81657
Architects
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FA)(47&7491
LETTT
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S Plans tr Samples I Sp€cifications
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Submit
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tor distribution
Resubmit-copies for appror€l
TO
E Returned for corrections
E Approved as noted
E Approved as submitted
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19- N PRINTS RETURNED AFTER LOAN TO US
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FLOODPLNNANALYSIS
or'
GORECR"EEK
LOT 10, BLOCK3, VAIL VILLAGE ELEYINTH FILING
TOWN OF'VAIL
EAGLE COI]NTY. COLORN)O
PROJECT NO. 96sT
ocToBER31.1996
REVISED APRIL 2I.I997
PREPAREDFOR:
MR. CRAIG SNOWDON
SNOWDON & HOPKINS ARCHITECTS
2Ol GORE CREEKDRIVf,
vArL, co 81657
ws,Hsffi'fl-i-r{".ori{!8
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P.O Box14i2,Ar.on,Colorado81620 . (970)827-9088Tel . (970\827-9089Fax
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TABLE OF CONTENTS
ISCOPE OF STUDY
IINTRODUCTION .
ISITE CONDITION .
aFEMA STI.JDY
acoNclusroNs. . . ..
PROPOSEDRECOMMENDATIONS ..........3
ALIMITATION
FIGIIRES
FLOODPLAINANALYSIS-ExistingConditions ......DRAWINGNO. I
FLOODPLAINANALYSIS-ProposedConditions .....DRAWINGNO.2
APPENDD(A
PROFILE - Existing Conditions . .DRAWING'NO. I
CROSS SECTIONS-ExistingConditions. .....DRAWINGNO.2
PROFILE - Proposed Conditions .DRAWINGNO. 3
CROSS SECTIONS - Proposed Conditions. . . . .DRAWINGNO. 4
lfiC-2 CALCULATIONS -ExistingConditions ......PAGES l-7
IIEC-2CALCULATIONS-ProposedConditions ......PAGES l-7
LKP Engineering, Ino.
SCOPE OF'STT]DY
This report presents the results of a floodplain analysis of part of Gore Creek. The studied
section starts at about 900 feet upstream from the confluence with Booth Creek to 100 feet north
from the northeast corner of Lot 10, Block 3, Vail Village Eleventh Filing in the Town of Vail, Eagle
County, Colorado. This section can also be described as part ofGore Creek from 44900 to 45190 feet
from the confluence with Eagle River. The purpose of the study was to determine the extent of the
100 - year flood water elevation, and its impact onto Lot 1 0.
INTRODUCTION
IEC-zWater Surface Profiles Software by the U.S. Army Corps of Engineers was used.to
analyze the flood elevations at the cross sections shown on the Floodplain Analysis Drawing No.l
(included with this report). The topographical suwey was prepared by Eagle Valley Surveying, Inc'
The peak discharge rate and the floodwater depth, were taken from The Flood Insurance Rate Map,
Community - panel 080054 - 0004, dated May 2, 1983,and the Flood Insurance Study for the Town
of Vail, Eagle County, Colorado, dated Novembet 2,1982.
SITE CONDITION
We visited the site on October 5 and26,1996. The purpose of our site visits, was to observe
the channel ofthe creek and its banks, types ofexisting structures and types ofvegetation' Gore
Creek is a typical mountain sfeam, with the bottom of the channel covered with gravel, cobbles and
some boulders. Willows grow on both sides of the stream, except the area between the stream and
the existing residence on lot 10. This area is landscaped. During the first site visit we observed.that
LKP Engineering, Inc.
2
the lawn had short grass. During the second site visit, everything was covered with snow. Few
evergreen trees were at the v/est lot line, near the fence. Also, at the west lot line, between the two
houses, there is a small knoll with cottonwood trees and underbrush. On the east side of Gore Creeh
between the creek and the mountain, is a low lying wetland with thick willows and few evergreen
trees. The stream channel in the observed area is relatively straight with small elevation differences.
The total elevation difference ofthe channel from the south to the northeast lot line oflot 10 is
about 3 feet.
F'EMASTUDY
The ground profile and the 100-year surface water elevations of Gore Creek, as shown in the
FEMA study, were reviewed and compared with the ground profile of Gore Creek, as surveyed by
Eagle Valtey Surveying, Inc. At the midpoint of the studied portion of Gore Creek, there is a
difference in the ground profile. The surveyed profile of the creek is lower than tlre FEMA profile' It
is typical to find the more recent profiles, with a higher elevation than the FEMA profiles, because of
sediment deposited by the stream.
Here it is possible that at once the creek channel ran further east from the present channel
location. This area eventually got filled with sediment causing the channel to move to a lower
ground, at its present location. East ofthe present channel is a higher ground in the shape ofa
peninsula. To the east ofthe peninsula is a smaller channel. This part ofthe channel probably gets
inundated by flood waters in spring.
CONCLUSIONS
The floodplain study of that portion of Gore Creek east of Lot 10, was perforrned basedon
cross sections from the revised topographical survey, dated April 19,1997. Nine cross sections in
total were analyzed. The peak discharge, used in the study for the 100-year probability offlood
occurrence, was I 8 I 0 cubic feet per second, taken from the FEMA Study, Table l, downstream of the
confluence with Pitkin Creek. The starting water surface elevation was taken from the FEMA profile,
900 feet from the confluence with Booth Creeh also being 44900 feet from the confluence with
LKP Engineering, Inc.
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Eagle River. The starting water surface elevation was 8300.1.
The floodplain generated based on the above information was plotted onto the Floodplain
Analysis Drawing No. I of 2. By plotting the calculated 100 year flood elevations, onto the present
topography of the area, we observed that most of Lot l0 is within the 100-year floodplain. The 100-
year floodplain has been changed since the FEMA study was prepared. The changes were probably
caused by changes in the topography, vegetation and the deposition of stream sediments in the main
creek channel. This has caused the flood waters to extend further onto the nearby residential
properties. Areas that were previously not within the 1O0-year floodplain are presently within. The
particular property owners might not be aware of this situation and their lives and property could be
endangered should a 1OO-year flood storm occur.
The present situation should be corrected as soon as possible, and the affected property
owners should be made aware of it. We have not analyzed modification of the floodplain based on
needed improvements; however, by comparing the 100-year flood elevations at each ofthe cross
sections, it appears that by raising the bank by one to two feetthe flood waters can be diverted from
the buildings.
PROPOSED RECOMMENDATIONS
As shown on sheet 2 of 2 of the Floodplain Analysis, we are proposing limited grading last of
Lot 10. With the grading, the existing berm is extended along the river bank of Gore Creek. Small
elevation changes ranging from 0.5 to 2 feet are proposed. We also propose revegetation ofthe new
berm. Recommended vegetation should consist of shrubs, willows and other plants typical to the
vegetation on the river banks in the area.
Based on the above described, proposed recommendations, we did a second analysis of the
100-year floodplain. The results are appended to this report. Extending the existing berm in front of
Lot 10, will modify the 100-year floodplain suffrciently, to protect the existing residence from the
floodwaters. The southwest part of the lot is still in the 10O-year floodplain. However, the change did
not increase the floodwater elevation on the downstream residential properties. The extent ofthe 100-
year floodplain over the downstream lots is outside our scope of services.
LKP Engineering, Inc.
LIMITATION
This report has been prepared aocording to locally accepted professional engineering
standards for similar conditions at this time. There is no other warranty either expressed or implied.
This report has been prepared for the exclusive use of Mr. Craig Snowdon, Snowdon &
Hopkins Architects, for the specific applibation to Lot 10, Block 3, Vail Village Eleventh Filing,
Town ofVail, Eagle County, Colorado.
Sincerely,
LKPENGINEERING
LKP Engineering Inc.
APPENDD( A
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tel (970) 827-9088 fox (970) 827-9089
PROFILE OF GORE CREEK
PROJECI NO:vo6 |
LOT IO, ELOCK 3, VAIL WLLAGE ELEWNTH FILING
TOW OF VAIL
EAGL€ COUNfY COLORADO
PREPARED FOR:
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EXISTING CONDITIONS
100-Yeor Flood Elevo^tioh
100-Yeo. rlood Elevqtion
-rso
--jLl65o si5l91-i=r so
CTVIL/GEOTECHNICAL
Engineering, Inc.
P-o. Box 1452 Avon. CO 81620
(970) 827-90E8 fox (970) 827-9089
CROSS SECTIONS
PROJECT NA:vb6 t
LOT IO, BLOCK 3, VAIL VILLAGE ELEWNTH FILINC
|OMU OF VAIL
EAGLE COUN|Y. COLORADO
PREPARED FOR:
MR. CRAIG SNOVDON
scaLE:
A/. t s
DA.E: 04-2r -97
DRA||tNG NO-:
2
o
o
o
t t
c
F
OJ
8304
8304
8300
8498
8?95
B?9444,88 45 45,
Distonce
A<
100
PROPOSED CONDITIONS
CU
ctvtl,/GEorEcHNlcAL
Engineering, Inc.
P.O. Box 1452 Avon. CO 81620
ier (970) 827-9088 fox (970) 827-9089
PROFILE OF GORE CREEK
PRoEcr M).: 96gl
LOf IO. BLOCK 3, VAIL VILLACE ELEWN|H FILING
fowl\l oF vAlL
EAGLE COUN|Y, COLORADO
PREPAREO FOR:
MR. CRAIG SNOWDON
SCALE:tv. t. J
oAtE: b4- 2t - g7
'RAtuNC
NA: J
o
o
o
o
4304
a30a
.5
8300
! ezse
8330
c 5310
3 43008496
a?94 8?90
8?80
8304
3304
5 8300
! ease
8310
.8307
€ 8304
i e:or
8e9a
4304
c 8300
4308
83C5
5 8301
! e:oa
8300
t?0 - t50
6304
830e
5 8300
g 8a9B
8296
8e94
9308
8306
5 e304
! s:oa
8300
r50 r80
PROPOSED COI,,IDITIONS
83r2
s308
4304
8300
a?96
crvlL/GEoTEcHNTcAL
Engineering, Inc.
P.O. Box 1452 Avon, C0 81620te (970) E27-9088 fox (970) 827-9039
CROSS SECTIONS
PROJTCI NO,:voa I
LOf IO, BLACK J, VAIL VILLA1E ELEWNIH FILING
fowl\l aF vAtL
€AGLE CAUNIY, COLORADO
PREPARED FOR:
MR. CRAIG SNOWDON
scaLE: N. r s
oArE: 04- 2r - g7
DRAU|NG NO,:
HEC-? CALCULATIONS
Existing Conditions
LKP Engineering, Inc.
oo
Run Date: 20APR97 Run Time: 13:45:14 HMVersion: 6.52 Data File: 9681F1'2'hc2 Page 1
r + r * r r * * r * * * + r * * r * + * r + * * .r i * + + * * + i t t t . THIS RUN EXEOUTEO 20APR97 l3:45:14
HEC.2 WATER SURFACE PRt)FILES
Version 4.6.2; May 1991
* a *.t *t * *+.* t+ t i + *.1.1 I l t ** * ** * * * * + * Il + t *
T'I FL()()DPLAIN ANALYSIS
T2First Profile, 0 - 1810 cfs, WSEL = 8300.1T3 100-Year Flood Elevation
T4Gore Creek downslteam of the confluence with Pitkin Creek, East Vail, Colorado
Jl ICHECK INO NINV IDIR STRT METRIC HVINS O WSEL FO
2 g 8300.1
NC .015 .015 .03 .1 .30T 1 1810xl 1 15 136 189x3 r0
GR 8298.6 61 8298 100 8297.9 106 8298 116 8258.7 127
GB 8298 136 8297 137 8296 141 S295.1 158 8296 177
|l gzsz 18s g2s8 189 8299 21s 8300 247 8301 212
-NC .03 .15 .03 .1 .3xt 2 19 136 193 42 51 47
GR 8299.6 48 8299.8 72 8299.3 81 8299.5 105 8299.5 125
GR 8293 136 8298 138 8257 139 8296 147 8235.4 159
GR 8296 165 8297 190 8298 193 8299 207 8300 236
GR 8301 253 8302 282 8303 297 8304 316
xl 3 26 135 200 39 40 40
GR 8300.4 26 8301 36 8302 41 8303 46 8303 59
GR 8302 65 8301 69 8300.4 83 8300.3 182 8300 135
GR 829S 137 8298 138 8297 139 8296 lM 8295.6 154
GR 8296 158 8297 177 8297.5 185 8297 196 8298 198
GR 8299 200 8300 205 8301 225 8302 234 8303 239
GR 8304 250
xl 4 28 129 16'1 30 30 30
GR 830'1,1 0 8301 I 8301 42 8301.1 48 8302.2 48.1
GR 8302.2 74 8301.1 74.1 8301 76 8300.8 102 8301 126
GB 8301 129 8300 131 8299 133 8298 133.5 8297 134.5
GR 8296 r39 82S5.8 146 8236 153 8297 158 8298 159
GR 8299 161 8299 171 8299 196 8300 198 8301 204
GR 8302 219 8303 225 8304 235
- s zs 121 155 28 32 30V ggtz 60 Bg02.z 00.1 8302.2 71 8301.1 71.1 8301,3 101
GR 8301 121 8300 123 8299 124 8298 125 8297 126
GR 8296 134 8295.99 137 8296 139 8297 151 8298 152
GR 8239 153 8300 155 8300 160 8299 177 8299 193
GR 8300 194 8301 196 8302 207 8303 218 8304 230
Run Date: 20APR97 Run Time: 13;45:1
o4H MVersion:6.52 DataFile: 9681F1.2.hc2 Page 2
a
GR
GR
GR
GR
NC .15xl 7
GR 8308
GR 8303
GR 8302
GR 8299.4
GR 829S
GR 8304
xl 8
GR 8306
GR 8301
GR 8301
GR 8300
GR 8305
xrI
GR 8308I ssosF 8301
GR 8300
16 r1357 8301.5113 8300143 8299
231
.15 .0326 10235 830755 8302.789 8301108 8299150 8300
233
22 11443 830578 8300108 8300154 8301247 8305
1r5
8307
8302
8300
8301
143 3457.1 8302115 8299166 8300
.1 .3150 473S 830665 830397 8300113 8298't63 8301
154 28 2349 830485 8299114 8239177 8302
254
159 54 3654 830668 8301.5
115 8299.2169 8302
33 3483 8302.5116 8298187 8301
28 3842 830573 8303.2102 8299
122 8297.8182 8302
6
8312
8301
8298
8303
96 8302 105117 8297 128189 8302 202
20
50
66
110
159
2658 8303sl 8299
115 8238.3178 8303
4557 830583 8302121 8299170 8303
45 8304 4877 8303 81103 8299 '.105
124 8298 128'r83 8303 203
65 8302 7198 8300 '103
124 8299 142179 8304 220
60 8304 62102 8302 105135 8299 139172 8304 210
-v, Run Date: 20APR97 Run Time: 13145:14 HMVersion: 6.52 Data File: 9681F1-2.hc2 Page 3
lcruO DEpTH cWSEL cRtws WSELK EG Hv HL 0L0SS L-BANK ELEVV 0L0B ocH 0R0B ALoB AcH ARoB vol TWA R'BANK ELEv
TIME VLOB VCH VR(]B XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL It]C ICONT CORAR T()PWID ENDST
*PR()F
1
ccHV= 0.100 cEHv- 0.300
*sEcN0 '1.000
32BO CR()SS SECTION 1.OO EXTENDED 1.50 FEET
't.000 5.00 8300.10 0.00 8300.10 8300.39 0.30 0.00 0.00 8298.00
1810.0 675.0 907.6 227.4 139.6 220.0 60.9 0.0 0.0 8298.00
0.00 4.84 4.13 3.73 0.015 0.030 0.015 0.000 8295.10 61.00
0.001 060 0. 0. 0. 0 0 0 0.00 188.49 249.49
ccHV= 0.100 CEHV- 0.300
'sEcN0 2.000
3280 CR()SS SECTI()N 2.OO EXTENDED O.4O FEET
O ru cHANGEo MoRETHAN HVtNs
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PR()BABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
2.000 4.60 8300.00 8300.00 0.00 8300.98 0.98 0.09 0.21 8239.00
1810.0 96.5 168i.9 25.7 42.6 205.7 35.3 0.4 0.2 8298.00
0.00 2.27 8.21 0.73 0.030 0.030 0.150 0.000 8295.40 48.00
0.00506s 42. 47. 51. 20 11 0 0,00 187,89 235.89
.sEcN0 3.000
3.000 4.55 8300.15 0.00 0.00 8301.22 1.07 0.22 0.03 8300.00
1810.0 0.8 1807.4 1.8 1.2 217.7 3.5 0.6 0.3 8299.00
0.00 0.67 8.30 0.53 0.030 0.030 0.150 0.000 8295.60 118.66
0.005804 39. 40. 40. 2 0 0 0.00 89.31 207.57
.sEcN0 4.000
3265 DIVIDED FL[)W
3280 CRI]SS SECTION 4.OO EXTENDED 0.73 FEET
3685o 20 TRIALS ATTEMPTED WSEL,CWSEL
Run Date: 20APR97 Run Time: 13:45:1 MVersion: 6.52 Data File: 9681F1-2.hc2
DEPTH CWSEL CRIWS WSELK EG HV HL (]L(]SS L.BANK ELEV
OLOB OCH OROB AL()B ACH AROB VOL TWA R.BANK ELEV
VLOB VCH VR()B XNL XNCH XNR WTN ELMIN SSTA
XLOBT XLCH XLOBR ITRIAL IDC ICI)NT C()RAR TOPWID ENDST
o4H Page 4
Qcr'ro
TIME
SLOPE
3693 PR()BABLE MINIMUM SPECIFIC ENEBGY
3720 CRITICAL DEPTH ASSUMED
4.000 6.03 8301.83 8301.83 0.00 8302.81 0,98 0.15 0.01 830'.|.00
1810.0 260.6 1408.7 140.7 89.4 157.9 1 16.8 0.8 0.4 8299.00
0.00 2.91 8.S2 1.21 0.030 0.030 0.150 0.000 8295.80 0.00
0.004247 30. 30. 30. 20 11 0 0.00 190.45 216.42
-sEcN0 5.000
7I85 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
5.000 5.91 8301.s0 8301.90 0.00 8303.16 1.27 0.14 0.08 8301.00
1810.0 101.0 1572.9 136.1 35.7 163.0 106.1 1.0 0.5 8300.00
0.01 2.83 9.65 1.28 0.030 0.030 0.150 0.000 8295.99 71.03
0.005191 28, 30. 32. 4 I 0 0.00 134.82 205.85
.sEcN0 6.000
3685 20 TRIALS ATTEMPTED WSEL,CWSELI pRosReLE MTNTMUM spEctFtc ENERGY
VO CRITICAL DEPTH ASSUMED
6.000 5.54 8302.54 8302.54 0.00 8303.78 1.24 0.18 0.00 8301.00
1810.0 102.6 1423.1 284.3 35.1 142.1 178.4 1.3 0.6 8298.00
0,01 2.93 10.01 1.59 0.030 0.030 0.150 0.000 8297.00 5i.09
0.0053s5 34. 34. 33. 20 11 0 0.00 160.51 217.60
ccHv- 0.100 cEHv- 0.300.sEcN0 7.000
3265 DIVIDED FLOW
7.000 5.35 8303.15
1 810,0 27 .5 1 660.5
0.01 0.74 7.58
0.003144 47. 38.
.sEcN0 8.000
8.000 4.71 8303.01
1810.0 191.5 1537.9
0.01 1.52 9.40
0.005604 28. 26.
0.00 0.00 8304.18 1.17
80.6 125.7 163.5 5s.9
1.35 0.150 0.030 0.15023. 2 0 00.00
0.11 0.11 8300.001.8 0.9 8300.00
0.000 8298.30 64.90
114.70 r79.60
0.00 0.00 8303.97 0.82 0.15 0.04 8300.00
122.0 37 .4 21S.0 112.5 1.6 0.8 8299.00
1.08 0.150 0.030 0.150 0.000 8297.80 53.S828. 3 0 0 0.00 151.20 207 .37
,2O Pase s
lcruo DEpTH cWSEL cRlws WSELK EG HV HL 0L0sS L-BANK ELEv
Y 0L0B ocH 0R0B ALoB AcH ARoB vol TWA R-BANK ELEV
TIME VL(IB VCH VR(]B XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
"sEcN0 9.000
7185 MINIMUM SPECIFIC ENERGY
3720 CBITICAL DEPTH ASSUMED
s.000 4.04 8303.04 8303.04 0.00 8304.60 1.57 0,30 0.12 8300.00
1810.0 77.5 1689.6 42.9 68.4 162.7 28:0 2.1 1.0 8300.00
0.01 1.13 10.39 1.53 0.150 0.030 0.150 0.000 8299.00 85.85
0.007709 54. 45. 36. 2 15 0 0.00 107.60 173.45
o
Run Date: 20APR97 Run Tims l3:45:1 MVersion:6.52 DataFile: 9681F1-2.hc2 Page 6
THIS RUN EXECUTED 20APR97 13:45:15
.i,t.* i I + l a * *.* | t l} * * * t * * 1.1 I *.1 * * +'l l l a * + l l I
HEC.2 WATER SURFACE PROFILES
Version 4.6.2; May 199'l**+*r+***r**t+*+t***++***+t+******t+t
NOTE-ASTERISK (-}AT LEFT OF CR()SS.SECTI(]N NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
1 0O.Year Flood Elevation
SUMMARY PRINTOUT TABLE 150
o4H
SECNO
1.000
. 2.000
3.000
v 4.000
- 5.000
. 6.000
7.000
8.000
- 9.000
XLCH ELTRD ELLC ELMIN O CWSEL
0.00 0.00 0.00 82s5.10 1810.00 8300.10
47.00 0.00 0.00 8295.40 1810.00 8300.00
40.00 0.00 0.00 8295.60 1810.00 8300.15
30.00 0.00 0.00 8295.80 1810.00 8301.83
30.00 0.00 0.00 82s5.99 1810.00 8301.S0
34.00 0.00 0.00 82s7.00'1810.00 8302.54
38.00 0.00 0.00 8297.80 1810.00 8303.15
26.00 0.00 0.00 82s8.30 1810.00 8303.01
45.00 0.00 0.00 8299.00 1810.00 8303.04
CRIWS EG IO-KS VCH AREA .OlK
0.00 8300.39 10.60 4.13 420.46 555.93
8300.00 8300.98 50.69 8.21 283.57 254.24
0.00 8301.22 58.04 8.30 222.38 237.55
8301.83 8302.81 42.47 8.92 364.08 277.75
8301.90 8303.16 51.91 9.65 304.84 251.23
8302.54 8303.78 53.35 10.01 355.65 246.42
0.00 8303.97 31.44 7.58 368.88 322.79
0.00 8304.18 56.04 9.40 349.13 241.78
8303.04 8304.60 77.09 10.39 259.07 206.15
nun O.tr, 20APR97 Run Time: tS'+S:taqvlVersion: 6.52 Data File: 9681F1'2.hc2
O
fVear Flood Elevation
SUMMARY PRINT(]UT TABLE 150
SECNO O CWSEL DIFWSP DIFWSX
1.000 1810.00 8300.10 0.00 0.00
2.000 1810.00 8300.00 0.00 .0.10
3.000 1810.00 8300.15 0.00 0.15
4.000 1810.00 8301.83 0.00 1.68
5.000 1810.00 8301.90 0.00 0.07
6.000 1810.00 8302.54 0.00 0.64
7.000 1810.00 8303.15 0.00 0.61
8.000 1810.00 8303.01 0.00 -0.14
9.000 r810.00 8303.04 0.00 0.03
DIFKWS TOPWID XLCH
0.00 188.49 0.00
0.00 187.89 47.00
0.00 89.31 40.00
0.00 190.45 30.00
0.00 134.82 30.00
0.00 160.51 34.00
0.00 r 51 .20 38.00
0.00 114.70 26.00
0.00 107.60 45.00
Page 7
HEC-2 CALCULATIONS
Proposed Conditions
LKP Engineering Inc.
Run Date: 21APR97 Run Time: I MVersion:6.52 DataFile: 9681M00.hc2
* * * + * r { * } * * t + r * * * * * + + * t } * * * * + * t I * * I * - THIS RUN EXECUTED 21APR97 16:26:08
HEC.2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
+*+t.t*+*t.l*l+t*+it*lttr*+i all**a+*i*r
TlFLOODPLAIN ANALYSIS .WITH A NEW BEHM
T2First Profile, 0 = 1810 cfs, WSEL = 8300.1
T3 100.Year Flood Elevation
T4Gore Creek downstream of the confluence with Pitkin Creek, East Vail' Colorado
o
6:26:08 H Page I
Jl ICHECK INO NINV IDIR STBT METRIC HVINS O
2 0 8300.1
WSEL FO
NC .015 .015 .030T 1 1810xl 1 15 '136
x3 10
GR 8298.6 61 8298
GR 8298 136 8297
o 82s7 185 82s8
116 8298.7 127158 8296 177247 8301 272
105 8299.5 129
147 8295.4 159207 8300 236
316
46 8303 5S112 8301 123135 8299 137154 8296 158198 8299 200239 8304 250
48 8302.2 48.1102 8301 108128 8301 129
134.5 8236 139159 8299 161204 8302 219
8297.9
8236
82S9
.1 .3't93 42 5172 8299.3 8',1138 8297 139190 8298 193282 8303 257
.1 .3
189
100
137
189
106 8298
141 8295.1215 8300
NC .03xl 2
GR 8239.6
GR 8299
GR 8296
GR 8301
x1 3
GR 8300.4
GR 8302
GR 8302
cR 8298
GR 8257
GR 8300
xl 4
GR 8301.1
GR 8302.2
GR 8302
GR 8300
GR 8295.8
GR 8299
GR 8303
.15 .0319 13648 8299.8136 8298165 8297253 8302
29 13526 830165 8301127 8302r38 8297
177 8297.5205 8301
32 1290 830174 8301.1113 8303131 8299146 8296171 8299229 8304
47
8299.5
82S6
8299
8304
200 39 40 4036 8302 41 830369 8300.4 83 8300.3131 8301 133 8300139 8296 144 8295.6185 8297 1S6 8298225 8302 234 8303
161 30 30 30I 8301 42 8301.174.1 8301 76 8300.81r8 8303 122 8302133 8298 133.5 8297't53 82S8 158 8298196 8300 198 8301
235
Run Date: 2IAPR97 Run Time: 16:
o
26:08 H MVersion: 6.52 Data File: 9681M00.hc2 Page 2
GR 8312
GR 8303
GR 8299
GR 8296
GR 8300
GR 8302
xl 6
GR 8312
GR 8302
GR 8297
GR 8302
NC .15xl 7
GR 8308
GR 8304
GH 8300
GR 8298
GR 8301
xl I
GR 8306
- 8301w 8301
GR 8300
GR 8305
xl I
GR 8308
GR 8303
GR 8301
GR 8300
28 32
8302.2
8302
8297
8298
8299
8304
34 33
8302
8300
82SS
3071 8301.1120 8301126 8296152 8299193 8300
230
348't 8303115 8299166 8300
3842 830581 8302
105 8299.4128 8299203 8304
2658 830391 8299
1 15 8298.3178 8303
4557 830583 8302121 82991i0 8303
28 121 155
60 8302.2 60.1108 8303 115124 8298 125139 8297 151160 82S9 177207 8303 218
17 113 14357 8301.5 57.1111 8301 113128 8298 143202 8303 231
.15 .03 .124 102 15035 8307 3955 8304 72102 8299 103
122 8297,8 124182 8302 183
22 114 15443 8305 4978 8300 85108 8300 114154 8301 177247 8305 254
2D 115 15950 830i 5466 8302 68110 8300 115
15S 8301 169
71.1 8302 101121 8300 123
134 8295.99 137153 8300 155194 8301 196
89 8303 103116 8298 117187 8301 189
.347 28
8306
8303
8299
8298
8303
28 23
8304
8299
8239
8302
54 36
8306
8301.5
8299.2
8302
45 8304 4889 8301 97108 8299 113150 8300 163
233
65 8302 7198 8300 103124 82S9 142
'f 79 8304 220
60 8304 62102 8302 105135 8299 139172 8304 210
nun O.trr Zf npn'Z Run Time: 16:26:08 ?tUVroion, e.SZ Dara File: 9681M00'hc2
O
.CN(] OEPTH CWSEL CRIWS WSELK EG HV HL ()L()SS L.BANK ELEVlt 0L0B ocH 0R0B ALoB AcH AB0B voL TWA R'BANK ELEV
TIME VLOB VCH VR()B XNL XNCH XNR WTN ELMIN SSTA
slopr XLOBL XICH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
-PH()F
1
ccHv- 0.100 CEHV- 0.300
'sEcNol.000
3280 CROSS SECTION 'I,t]t) EXTENDED 1.50 FEET
1.000 5.00 8300.10 0.00 8300.10 8300.39 0.30 0.00 0.00 8298.00
1810.0 675.0 307.6 227.4 139.6 220.0 60.9 0.0 0.0 8298'00
0.00 4.84 4.13 3.73 0.015 0.030 0.015 0.000 8295.10 61.00
0.001060 0. 0. 0. 0 0 0 0.00 188.49 249.49
ccHV- 0.100 0EHV- 0.300.sEcN0 2.000
3280 CROSS SECTII)N 2.OO EXTENDED t).4() FEET
I HV CHANGED M()RE THAN HVINS
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PR()BABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
2.000 4.60 8300.00 8300.00 0.00 8300.98 0.s8 0.09 0.21 8299.00
1810.0 96.5 1687.9 25.7 42.6 205.7 35.3 0.4 0.2 8298.00
0.00 2.27 8.21 0.73 0.030 0.030 0.150 0.000 8295.40 48.00
0.005069 42. 47. 51. 20 11 0 0.00 187.89 235.89
.sEcN0 3.000
3.000 4.55 8300.15 0.00 0.00 8301.22 1.07 0.22 0.03 8300.00
1810.0 0.0 1808.1 1.9 0.0 217.9 3.5 0.6 0.3 8299.00
0.00 0.04 8.30 0.53 0.030 0.030 0.150 0.000 8295.60 134.70
0.005792 39. 40. 40. 2 0 0 0.00 73.33 208.03
.sEcN0 4.000
3265 DIVIDED FLOW
3280 CROSS SECTION 4.t)() EXTENDED 0.76 FEET
Page 3
3685
o
20 TRIALS ATTEMPTED WSEL,CWSEL
nun Ort* Zf lpngZ Run Time: te:ZO'Os?t'lversion: 6.52 Data File: 9681M00.hc2
O Page 4
I}CHO DEpTH CWSEL CRIWS WSELK EG HV HL 0L0sS L-BANK ELEv
V 0L0B ocH 0R0B ALoB AcH ARoB vol TWA R'BANK ELEv
TIME VL[)B VCH VR[)B XNL XNCH XNR WTN ELMIN SSTA
SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
3633 PRt)BABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED- 4.000 6.06 8301.86 8301.86 0.00 8302.92 1.06 0.15 0.00 8301.00
1810.0 227.2 1433.8 149.0 75.2 156.0 118.6 0.8 0.4 8299.00
0.00 3.02 9.19 1.26 0.030 0.030 0.150. 0.000 8295.80 0.00
0.004562 30. 30. 30. 20 1l 0 0.00 175.13 216.92
.sEcN0 5.000
3265 DIVIDED FL[)W
3301 HV CHANGED MORE THAN HVINS
7185 MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMED
5.000 5.54 8301.53 8301.53 0.00 8303.32 1.79 0.17 0.22 8301.00
1810.0 5.0 1678.2 126.8 3.3 150.7 88.4 1.0 0.5 8300'00
-0.00 1.53 11.14 1.43 0.030 0.030 0.150 0.000 8295.99 71.06
Uozozs zg. 30. 32. 3 8 0 0.00 95.84 201.87
.sEcN0 6.000
3265 DIVIDED FLOW
3685 20 TRIALS ATTEMPTED WSEL,CWSEL
3693 PROBABLE MINIMUM SPECIFIC ENERGY
3720 CRITICAL DEPTH ASSUMEt)
6.000 5.42 8302.42 8302.42 0.00 8303.84 1.42 0.23 0.04 8301.00
1810.0 55.4 1467.4 287.3 19.4 138.7 170.0 1.2 0.6 8238.00
0.01 2.86 10.58 1.69 0.030 0.030 0.150 0.000 8297.00 57.09
0.006227 34. 34. 33. 20 I 0 0.00 '133.94 214.28
ccHV- 0.100 CEHV- 0.300.sEcN0 7.000
3301 HV CHANGED MORE THAN HVINS
n* O.t.' Zf npngZ Run Time: tO,ZS,OeQIUVersion:6.52
'ata
File: 96SlM'D'hc2O Page 5
Qct'to
TIME
SLt)PE
DEPTH CWSEL CRIWS WSELK EG HV HL (]T()SS L.BANK ELEV
OLOB OCH OROB ALOB ACH AR()B VOL TWA R-BANK ELEV
VL(]B VCH VROB XNL XNCH XNR WTN ELMIN SSTA
XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST
3302 WARNING: CONVEYANCE CHANGE ()UTSIDE (}F ACCEPTABLE RANGE, KRATIO = 1.48
7.000 5.49 s303.29 0.00 0.00 8304.06 9.77 0.15 0.07 8300.00
1810.0 28.2 1655.5 126.3 34.9 225.7 120.8 1.5 0.7 8299.00
0.01 0.81 7 .34 1.04 0.150 0.030 0.150 0.000 8297.80 78'43
0.002827 47. 38. 28. 3 0 0 0.00 133.12 211.55
.sEcN0 8.000
8.000 4.88
1810.0 195.8
0.01 1.46
0.004853 28.
.sEcN0 9.000
9.000 4.18
18r 0.0 84.6
-0.01 1.12
v1t06704 54.
8303.18 0.00 0.00 8304.24 '1.07 0.09 0.09 8300.00
1530.4 83.8 134.1 170.3 64.7 1.7 0.8 8300.00
s.99 1.29 0.150 0.030 0.150 0.000 8298.30 63.72
26. 23. 2 0 0 0.00 122.77 186.49
8303.18 8303.03 0.00 8304.61 1.43 0.26 0.11 8300.00
1681.0 44.4 75.6 16S.1 30.5 2.1 0.9 8300.00
9.94 1.45 0.150 0.030 0.150 0.000 8299.00 65.26
45. 36. 4 15 0 0.00 1 13.75 179.01
o
Run
'ate:
Zf npn'Z Run Time: 16:26:08 ?fr'Veoio* e.SZ Data File: 9681 M'D.hc2 -Page 6
THIS RUN EXECUTED 21APR97 16:26:09
t*t*a**t*+**i+****tt*t*i**lt*****+*+*
HEC.2 WATER SURFACE PRt)FILES
Version 4.6.2; MaY 1991
r**t**************+**l*it****+****+**
Nt]TE.ASTERISK (-) AT LEFT OF CROSS.SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
100-Year Flood Elevation
SUMMARY PRINTOUT TABLE 150
SECNO
1,000
* 2.000
3.000
!t4.000
. 5.000
. 6.000
. 7.000
8.000
9.000
XLCH ELTRD ELLC ELMIN O CWSEL
0.00 0.00 0,00 8295.10 1810.00 8300.10
47.00 0.00 0.00 8295.40 1810.00 8300.00
40.00 0.00 0.00 8295.60 1810.00 8300.15
30.00 0.00 0.00 8295.80 1810.00 8301.86
30.00 0.00 0.00 8295.99 1810.00 8301.53
34.00 0.00 0.00 82s7.00 1810.00 8302.42
38.00 0.00 0.00 8297.80 1810.00 8303.29
26.00 0.00 0.00 8298.30 1810.00 8303.18
45.00 0.00 0.00 8299.00'1810.00 8303.18
CRIWS EG 1()*KS VCH AREA .O1K
0.00 8300.39 10.60 4.13 420.46 555.93
8300.00 8300.98 50.69 8.21 283.57 254.24
0.00 8301.22 57.92 8.30 221.40 237.83
8301.86 8302.92 45.62 9.19 349.75 267.99
8301.53 8303.32 76.79 11.14 242,35 206.56
8302.42 8303.84 62.27 10.58 328.09 229.37
0.00 8304.06 28.27 7 .34 381.37 340.44
0.00 8304.24 48.53 8.99 369.07 259.83
8303.03 8304.61 67.04 9.S4 275.28 221.07
o
Run Date: Zf npn'Z Run Time: te:z',Oe?laversion: 6.52 Data File: 9681M0D.hc2 -
Or" Flood Elevation
SUMMABY PRINTOUT TABLE 150
SECNO O CWSEL DIFWSP DIFWSX
1.000 1810.00 8300.10 0.00 0.00
2.000 1810.00 8300.00 0.00 .0.10
3.000 1810.00 8300.15 0.00 0.15
4.000 1810.00 8301.86 0.00 1.71
5.000 1810.00 830'1.53 0.00 -0.33
6.000 1810.00 8302.42 0.00 0.89
7.000 1810.00 8303.29 0.00 0.87
8.000 ,|810.00 8303.18 0.00 -0.12
9.000 1810.00 8303.18 0.00 0.00
DIFKWS TOPWID XLCH
0.00 188.49 0.00
0.00 187.89 47.00
0.00 73.33 40.00
0.00 175.13 30.00
0.00 95.84 30.00
0.00 133.94 34.00
0.00 133,12 38.00
0.00 122.77 26.00
0.00 1 13.75 45.00
Page 7
n*tf,n Review Action Form O
TOWN OF
Parccl Numbcr:
VAIL
Projcct Namc:
BuildingName:
Project Description: %o"tz.< L o'f>rl,.z,.leoL Plaa'\ and a 'llo ' :
Owncr.Addrcssandphonc.B. \ueaaru /rarla 3/3O Rooz/ (prlrr bi?'
Architect/Contact, Addrcss and Phone:
LcgalDcscription:llot /O Block 3 Subdivision Zone District 2
Projcct Street Addrcst' 3 /
Commcnts:
Board / Staff Action
Votc:Motion by:
n Approval
LI
IIK
Condi
Disapproval
Staff Approval
Scconded by:
tions:
nut"t..,7-3 -2?
tl
DRB Fee ,r"-Puif {O *
-
Qucstions? a"'5 Planning Staff at 479-21 2tt
APPLICATION FOR DESIGN REVIEW APPROVAL
,l:
A.
It tesued end construction is started.
OF TIIE REQUEST:
WNER(S)SI
.' MAILINGADDRESS:
ILING:
. PHONE:
PHONE:
OFREVIEWANDFEE:
Conetructlon - $200
$s0
-,$20
Revicw -
Construction of a new building.
Includcs any addition where square footagc is added to any residential or
commercial building.
Includes minor changes to buildings and site improvcments, such as'
reroofing, painting, ftndow additions, landscaping, fences and reaining
waus, etc.
$0 For any application where the applicant wishcs to meet with Desigt Review
walls, etc.
Boardio ditermine whether or not the project generally complies with the
desigrr guidelines. The DRB does not vote on conceptual reviews'
iils,ue to bo paid at the time of submittal. Iater, wheo applying for a building pemrit, please identi$
pruatp vauaion of the projoct. The Town of Vail wi[ adfistthe fee according to the project valuation'
VAIL, COLORADO 81657.
Updated l/97
o
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:COLOR:i
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Dcck Rails
Flucs
Flashings
Chintncys
Trash Enclosurcs
Grecnhottses
Retaining Walls
Extcrior Lighting*r
Other
n{v
il/rr
tla
-
Uq
* P|ease specify the manufacturer's co|or, number and attach a small color chip
** All exterior lighting must meet thc Town's Lighting ordinance 18.54.050(J). If exterior liglrting is proposed'
plcase indicatc thc number offixh*es and locations on u1.pur.t. lighting plan' Idc.ntify cach fixture type and provide
the height above gradc, lumens output, luminous area. and ittach a cut shcct of thc lighting fixturcs'
ZONE CHECK
o^t", /'.2? - 7?
Lcgal dcscription:Lot /O Biock 3 p;1;ng &; ( s l/
Owncr 3. \.^rgl^ ,4,hfz Ptronc
Addrcss
Architcct
Zonc district
Lot sizc
Pnonc 476 - 23ot
Proposcd usc <F
Buildable arca
Allowcd Existine Proooscd Total Rcmainine
Sitc Covcrage
Hcight
Sctbacks
Landscaping
RcAining Wall Hcights
Parking
2df
20'
l5'
t5'
|60 *
atfif__\*t1O
t6
3',t 6',
d3 ?Enclosed
g/
4) Watcr Course Setback (30) (50)s:a
5) Ccologic Flazards
a) Snorv Avalanchc
b) Rockfall
c) Debris Flow
Previous conditions ofapproval (check property filc): t /
3)Wctlands r7.(
sF rotar GRFA fut + gSo =-g0-6-g- 3, A o | + /27 = 3? Zg // ?-'
F ' _+ (425)(675*)
Scconr':.VLE FiA.- + (425) (675*) =_
+ 675 = 425 credit olus 250 addition
Docs this rcqucst involvc a 250 Addition?
^t
O
How much of the allowed 250 Addition is uscd with this reoucst?
3-?29 2,628 + //6 = 27',/c/ /t8d
2rt
Front
Sides
Rear
(3oK$l
Minimum /1, ,98 874 - //6
5
(300)(600)(e0o4D
Permitted Slopc
-%
Proposed Slope %
Ycs No
Yes_ No
2) Floodplain
Requirc
Carage Crcdit
Drivcway
Complics with TOV Lighting Ordinancc
Are finished grades lcss than 2:l (50%)
En vi ronm ental,/Hazards
Is thc prope4y non-conforming? Describc:/tt0
^ro
o\
DESIGN REVIEW CHECKLIST
Project:
B sunwv
Scale
Q EoonpLlr.Is
Scalc
GRFA
250 additional GRFA
EIIU
B BUTLDING ELEI/ATIoNS
Scale
Bcnchmark
Lcgal dcscription
Lot Size
BuildableArea
Easernents
Topography
100 yr. flood plain
Colodl\daterials
Water Coursc S*back
Environmartal l{azards
Trces
Utility locations
Spot elorations
tr SITEPLAN
Scale
BuildingHeight
Encroachmeris
Setbacks
Sitc Coverage
EaveVOverhangs (4)
Decls/Balconies
Garage connection
Site Grade\Slopc
ReainingWalls
Fcnccs
Parking/Garage
Tuming Radius
Driveway (access and grade) ;l
Snow Storage
Fire Access
Roof Pitch
tr t lNuscepepuu.r
Existingrecs
Prqroscdfiecs
Legrnd
MISCELIANEOUS
CondoApporral
Titlercport(A & B)
Utility vuifi cation form
Building material samples
C.O. Vcrification
Sun\Shade Argles
Utiliti c (underground)
Vicw Conidors
Variances
Plat rcseictiqrs
It
o
--F- ffffflailunot,'lol \0, r4F i,
trui lton wfi .
ttGruFI-,IWF$w,A:l,,htn. Plkg ,vt/ lFrl
ultw lrton qourf\lnt
tsign Revidw Actionlt
TOWN OF VAIL
Category Number o"r" /tr/rs
Project Name:
Building Name:
Projec{ Description:
Owner, Address and Phonei //V', I
ArchitecilGontact, Address and Phone:
Legal Description Lot /O Block ? Subdivision
, Projec't Street Address: 3
4/'Zone Dislricl
Comments:
Board / Staff Action
Motion by:Vote:f-o
Seconded by:
fl(,ARRrovat
n Disapproval
1-l Staff Approval
Conditions:
Town Planner
o^n /ry'el DRB Fee Pre-paid fsau
Singl
oo
e Fami
ZONE CHECK
.FOR
ly Residence, Duplex,
ZONE DTSTRICTS
ry/Secondary
O
Prima
I,EGAI,
ADDRESS:
OWNER
ARCHITECT
PROPOSED
LOT SIZE
USE
subdivisi on ();Q u'll^fo ,)/r\
PHONE.
PHONE qrr . 2?or
zoNE DisrRrcr f.->? /--. 4 1)a,,.</"
t../6/o ao / /Z f,/dt
Allowed
r'Heighc
4otat cnra
,/Primary GRFA tlzt {
Front
Sides
Rear
,zf,and,scaping (n,\ 60 ZJ
--i Retaining WaL). Heights
-Irarking
4arage Credit
-+'!6rive:
RTITr.ffi
ExisLino Proposed TotaL
(30)(55h / 7. S ?5.5 z{.{
, 46ro t?rg /zo"/ \g(z.#=-totL , "sR ;,ry 3<ez
/seubacks
,-Sice eoverage (t..* aeZ)3 ?" /6s1 71'/ 2ez?
I Jq? /'1 <tL
-
l3 \Zt'/
3'.l6'
A neqra _lencL
(3oo)/GTTf!eoo) (1200 | 6€ /
Permitled slope f< * Proposed Slope t
Yes
(30@ 2{oP1
-i
(s0t)
1)
2',)
3)
----) complies with T.o.v. Lighting ordinance
4) wetLands
4riew Corridor Encroachnent: yes
20,
15'
15'
,t3Ho
-/,4:-
/3 32q
:i?
No
4at.er Course Secback
"Ao Finish Grades Exceed 2:1
.-Environmen tal /Ita zards :Flood PLain
Percent SLope (< > 30t)
Geologic flazardsa) Snow Avalanche lreb) Roekfall p6
c) Debris Flow rro
a/<
No. lo
< 3o/
,-Does this requesL invoive a 250 ridriiLiou? No-How much of Lhe allowed 2S0 Addition is used with this
/Previous conditions of approvaL (check properuy file):
reguest?.....-
A,< ,-
10
lt rt'Lt.. UlTlrl
DESTGN
|I
RTI,|l[EI{ BOARD
v"
APPIJfCAUON . TOI{N OF VAIIJ, COLORN)O
atttttittt
I.
A.
PROJECIT INFOR}IATION :
DESCRXPTTON:
A. IT:TPE OF REVIEW:
c.
D.
E.
F.
G.
H.
legal.
and at,tach
NAIIE OF APPIJICAI{T
Y
I{AI.TE OF OWNER(S}:
Phbne
hone
APPLICATIONS WILL NOI BE PROEESSED IIIT{OU;T'J#".'?ItrNATURE
I.
:J.
Condoninium Approval if applicable
DRB FEE: DRB fees, as shown above, are to be paid at theLisre of submitral of rhe DRB applicat,ion. tiiei, wfrenapprying for a building permit,-please ideneify the accurat,evaluaLion of the proposal. The bown of vaiL wirl. aajust tnefee according to the table bbLow, Eo ensure Lhe corrLc! feeis paid.
--lfer Construction ($200.00) Minor Alteration (920.00)X Addirion ($50.00) ]conceprual neview i$0) .
ADDRESS:
IJEGAI/ DESCRI
Subdivision
If propercy
description,to Lhis appl
is described byplease provide
icaEion.
Block
a meets and bounds
on a separat,e sheeE
-ConcepLual
Review (90)
ZONING:
APPIJICANI '
FEE SCHEDULE:
VAI,UATXON$ o'$ 1o,ooo$ i0,00i ' $ .5U.000$50,001 -s 150,000
$150,001 - s 5OO.0O0
$500,001 - $1,OOO,OO0$ Over $1,000,000
DESIGN RS1rIET{ BOARD APPROVAIJ E:GTRES
APPROVA! UNIJESS A BUII,DING PERMIT ISIS STARTED.
FEE
$ 20.00
$ 3U. UU
$100.00
$200.00
$400.00
$s00.00
ONB TEAR ASIER FINAIJ
ISSUED AI{D CONSTRUCTION
IJfST OF IIIATERfAIJS
Ml'lE OF PROiIECT:
ITEGAIJ DESCRIPTION: L,OTJ0.-
STREET ADDRESS:
The foLlowing informaLion is
Review Board before a final
A. BUIIJDING IATERTAI,TS:
Roof,
Siding
Other l{aLl MaLerials
Faecia
soffi rs
Windows
window Trin
Doors
Door Trim
Hand or Deck Rails
Flues
Plashings
Cblnneys
Trash Enclosures
Greenhouses
Retalning trlalls
Exterior lJight,ing
Other
I,AIIDSCAPING: Nane of
required for submiCt,al t,o lhe Design
approval. can be given:
TYPE OF }'AtrBRIAIJ COLOR
nd nf4r aifri0
ilod ' nd4 alrttig
Designer:
Phone:
B.
Botanicai Name cn|lvo"" ouantitv size*
?ir'- (tynfx nh ItWo h J:tt
*Xndicate caliper for deciduous trees.for. deciduous rrees is 2. inches. tnaicaEEiFtorconiferoustrees. Minimum heioht ror coniieroustrees is 5 feet.**Indicate size of, proposed shnrbs.5 qallon.
GROUND COVERS
soD
SEED
rTPE
OF IRRTGATTON
TYPE OR METHOD
EROSTON COMROIJ
PrrArE ulf,s:
PROPOSED TREES
Al{D SIIRT'BS
Scmare Footaoe
nll,l lrri$h) avqc,
c.
o, I{t
IJN{DSCAPE LIGHTING: If excerior lighting is prbposed, pleaseshor the nurnber of fixr.ures and ro6atiois-on-i-iEiaratelighting p1an. Identify e"ct, iiit,rre.from the lighring planin the space below and irovid" ifr" height above grade, tlpe ofrleh!.proposed, rumen ouLpuL, ruminous area and a cut sheeL ofthe lighr f ixLure. (secuibn ie. ia.0S0 ,l)
D.OTHER LN.IDSCAPE FEATURES (reLaining walls, fences, swimmingpoots, ecc.) please- specity. inai6are h;igh;;-;I'r"uuining
T?1r";_-_Tl{*:T,heishr or wirrs--*itr,in ih;';;;"; serback iss; .
--r,t""iiiii"i'Jrlii"ii il.I3':i":il:l: :1".i:T:d::ti"l,t: , .
oo oo
Comrnunity Development Plan Routing Form
Approved Denied (cite dctailed reasons)Approved with conditions
\
Routcd To:Greg Hall, Public Works
Teni Martinez, Public Works
Todd Oppenheimer, Public Works
Mike McGee, Fire
Retum To:Dirk Mason, Community Dcvclopmcnt
Datc Routcd:8t30/96
Return By:9/tt/96
Project Name:Hintz - addition
Project Addrcss:3 130 Booth Crcck Drivc
Project Lcgal:Lot l0 Block 3 Vail Villagc I lth
Project Description:New residential addition
ccrSfi n
/-=trc €o (€e'e
htk ' 1t"4 -qfd//r O.QL Drtuile
€ea rrirwd -
€yt\
D
'Oa-rrnurrt " 4-/z tlt.,</y 3''t'z-ac-223- .4,,'r aa4z-/ y'('-@d:i u'r+
Zraa/pz4lz4 ' 1i&zzt>' q2*-'t y'a Sll'4 ,t Zurr""n4 ,
Z/?//{",/-/27. 27V.n-.?.,/S; fp,ta.4::
./ryczt' t /-D/ra</t'/',4/ "/L'a,42r'2 -
./+z .7242,/
/',2/ i
Rcvicwcd by:
b-
rn[C?srpo5t996
.",fritty Development pr"r, n#?g Form
Routed To:Greg Hall, Public Works
Terri Martinez, Public Works
Todd Oppenheimer, Public Works
Mike McGee. Fire
Retum To:Dirk Mason, Community Development
Date Routed:8/30t96
Rehrm By:9/rr/96
Project Name:Hintz - addition
Project Address:3130 Booth Creek Drive
Project Legal:Lot l0 Block 3 Vail Villase I lth
Project Description:New residential addition
Approved .,( Denied (cite detailed reasons) Approved with conditions
ide at(bEc@(xb & Z'i c.rng:l sJrw-{ ',hc\i.'n\\te <rQPGr\N'$oJig CtTitL.r ri
Pler-\g'y\o,.: Cr.r.,hrc,b- ororf,g) c":n\aw'.'- .rco--r-rj ne.r c.c\d] Fror '*il ( U"rqa,t lyf,tln!-a*r*tA
[.lar,€r,t,U treS 5r4| <4 dn r-;{.\! ft-)lrt \QrY)S Ctipl r 6 t ttetf ea
pS.9k rev€wed oq.to.qb renscner| Oq tt c1t. krr u Mr;rn oi,^-
.p oo
TOWNOFVAIL
DE /|n'l Eh'l oF GOr[r'tNtTy ErELrrtr{INr
I.DDRESS-
?noracT
ctGctas MattE taYAltJ m nt\r,N oF van
0l 00004t540 ZONINGANDA s5.fi)0l m0042415 UNIFORMBUILDINGEODE s54.q)a
0t fi)00 42415 UNIFORM PLI.JMBING CODF J39.q)0l m0042415 I.JNIFORM MEC}I.AMCALCODE $37.000t fino42415 I.JNIFORM FIRE CODE s36.00frl fl)fi)42415 NATIONALEL s37.00 a
0t fino424t5 OTIIERCODE BOOKS
0l (xx)o 4154t BLUEPRINTS (MYIAFSI s7.000r fimo42412 XEROXCOPTES s0.25ot (xrco 424t2 SI UDILS
0t q)00 424t2 TOVFEESCOMPUW s5.000l fl}00 4237t PENALTY FEES / RE.INSPECNONS
0l m00 4t332 PLAN REVIEW RE.CHECK FEE IS'trPEFHTT-0r fino 42332 OFF HOURS IN SPEETIOIFEES
0l fino414t2 CONTRACTORSTW
0t (Xno41413 SIGN APPLICANONTEE s20.00ol qno41413 Af,'DITIONAL SIGNAGE FEE ISI.OO PER SO;FTI
C ART PROJECTI'OMTTON
ot fino.4t33l ]BBXPAIDDESIGNREVIEW q).Dr-{rm(IriFItTl I}WESTIGATIONW
3l fino 451to TOV PARKINOroFID
0l 0000 22027 I'OV NEWSPAPER DISPENSER FUNDr 0t 0000 2l I 12 TArCBf,F@rT.sffir 0l e00041010 @4.o2 (TowN)
0l m00 423711 BUILDINGIWESTIGATION
OTHER
P'ECAPPIJSTTIONFEE
ot flno4t330 Arrur I rgNAL uKfA -25oF s200.000l (x)004t330 L L'NUI I I9NAL USE PER.MIT s200.000r fino4t330 |EXTERIORALW s200.00ot (xno 4t330 EXTERIORALTERAW s5mm01000041330SPECIALDEVELOPMEWs1.500.000l flno 41330 SIECIALDEVELOPMENTDffi I sTfxxxxrl0l m00 41330_l 1tm:trIor m00 41330 I sutsutvtstoN
gl gg00 41330 I VARTANCE s250.00
0 r oo00 41330 ZONINGCOD s250.000l 0000 4t330 RE. ZONING $200.00ultt!,K
OTH
CISEI r(r-rr rlf.OLJ t8c gY:
O1
Snowdon and Hopkins o Architects
201 Gore Creek Drlve 970.476..2201
Valf, Coforado 81657 FAX4767491
oo
LETTER @F TRANSNNITT'AL
the following items:
! Samples I Specifications
D Return
-corrected
prints
n Submit
-cooies
for distribution
n Resubmit-copies for approval
cover vta
! Returned
E Approved
tr Approved
! Plans
for corrections
as noted
as submitted
19- ! PRINTS RETURNED AFTER LOAN TO US
*--Ti7tn, Y" "" 1b/4
AYr€N.oN' ' hirk Mry,n
/hifa lJJ,f mtTt'fi: /v/k t itr //n-f I
> wE ARE sENDTNG tTfiUt
D
n
Copy of letter
Shop drawings
THESE ARE TRANSMITTED as checked
. .If Ar requested
O For your use
E For a Pproval
fr For review and comment o
tr FOR BIDS DUE
,-.r. ' j r.l';. ;'r !
tlhqllr" [$LVde[#m'.'"
n Change order
! Prints
coPrEs OATE NO.OESCRIPTION
/7///lrt /
/Pl til,ll '4 fiHa fudttn/-' '
//'L/hJihlt hou otl /w'h,J /a ,?/"adrze--
I ,, '///
t, Gncloaur.a rn not aa notaat, kindly nolity u. rl oncc.
0!i i 7/ 1996 io: dE
4384a4' D-5ri7 Flge
P}IILL I PIE
l-.$;E al
"":gJO
0r lI -5dr-..J:
,mtaffi,.,EB..i,EIo
r", .al
q.-' /REC
5.00
tlll ED. ra litt trr r?ttrllDG 0a, ltto
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rclltlSIr.E"Im' l,!;nHl*ffii,J[:EtEi'rp.iltl8l'
tfiG||r ,.r. llarch 26, 1992
Arzana
,: ! :r,itony
3033 E. fi.st Ave. - Suite 600
Xodgc Zeitl ln F/K/A
-t
Drover, Coloorb Eoffi
"l nscrl
tr.r tta
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. tc ti$fifillc r*crd
sEP-17-96 lO lO FROII ,LANDlll , LI\ND rliLr. Uur.R.
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trur.l(/qi\ 1L!ru JoJ 478 453.r
A L T A C O M M.I T M E N T
SCHEDUIJE A
Our order S v15550-3
For InlormaEion OnIY
TOT 10, BI,K 3, VAII, VILIAGE llTH
- Charges -
ALTA otfner FoIicY 51,466'00
aiua tenaer Porily S5o'oo
iax certie $10'oo
nir/oeca o! Trugt $13'00-TCrrAl'- s1,539'00
'TT T'IIIS IS NOT AI'I INVOICE, BU! Al{ ESTIIIATE OF FEBS' WHEN REFSRRING
TO TIIIS ORDER, PLEASE REPERENCE OUR ORDER NO' V15590-3 tT'
1.
2.
Eflect,ive Dace: fBD at 5:00 P.M'
Policios to be issued, and proposed hsured:
'.ALTA" Owner's PoIlcY ro-17-92 s627, 500 . oo
3.
tl .
Dropoeed Insured:
BERIID .IURGEN HMTZ
nALTArr lroan PolicY 10-17-92
Proposed rnsured:
T'NI?BD BANK OF DE}WBR NATIONAL ASSOCIATION
9627, 500 .00
the estate or inrerest in tbe land described or referred co in
t.his Corwtticment and covered herein is:
A Fe€ Simple
Title to lhe estat'e or interest covered hereln is at the
eltective ctate hereof vesEed in:
Tl{E LtsNOX U.P. HODCE TRUST, DATED MARCH 20, :'990, I'ENOX
M.P. IIODG}E, TRUSTOR CARROLL M. HODGE, PATRICIA M'P. HODGE, ANd
SUSAN AI{DERSON-ECK, TRUSTEES
PAGB
SEP- I ?-S16 lO,l I FROM. LAND TllLt CuAr<hr', tr' "-'' ir- JbJ q?6 4534
oLD Oarc NATToNAL ritr,E TNsuRUIMPAI'{Y
AIrTA COMM. ITtt{ENT
SCHEDULE A
Our Order fl v15550-3
5. The lanal referred Eo in lhls Cownitment is deEcribed as
follovs:
LoE LO, Block 3, VAIL VILLAGE ELEVEIITII FILfNG, ACCORDIM; TO TllE
RECIRD@ PIAT TI{ERBOF, COI'NTY OF EAGI..E, STATB OF COLORADO.
PECE 2
SEP-1"-96 lO,ll FROM LAND rtlLL Uua|<Ar\1eL va.' !U JOr '{ /6 4534
A LOO c o M M r r M E N r oo
SCHEDULE B-Z
(ExcePtions) Our Order # vI5550-3
The policy or policles to be l,ssued wil.l conlain excepEiona t'o t'he
follbwing-unleis the 6ame are disposed of, to the satisfactiqn of
the ComPanY:
1. Standard Exceptions 1 through 5 print€d on che cover sheet'
6. Taxes and assessmenta not yet due or payable and special
assessments not yet certified to the Treagurer'6 offiee'
7. Jlny unpaid taxe6 or asaessmenls againsE Eaid land.
8. Liens for unpaid vtater and serter charges, if any'
9. 1990 TAJGS NOT YET DUB OR PAYABI.,E AI{D ASSESST'IBNTS NOT YET CERTIFIED TO THE
TR,EASURERS OFFICE.
10. LIENS FOR T'NPAID 9IATER AIID SBWBR CI{ARGES, IF Al{Y,
11. RIGHT OP PROPRIETOR OF A VEIN OR I,ODE TO BXTRACT AI{D REMOVE IIIS ORE
TTTBREFROM SI{OULD TttB SAI''IE BE FOU}ID TO PENETRATE OR INTERSECT THE PREMISF.S
AS RESERVED IN mIITBD S?ATES PATENT RECORDED May 06, 1905, IN BOOK 48 AT
PAGE 273.
.12. RIGtff OF TIAY FOR DIICHES OR CANALS CONST?UCTBD BY TTIE AUTIIORITY OF TIIE
T'NITED STATNS AS RESERVED IN T,NITED STATES PATBN"T RECORDED MAY 06, 1905, IN
BOOK 49 AT PAGE 273,
13. RESTRICTIVE COVENAITIS, WHICIT DO NOT COMAIN A FoRFEITURE 0R REVERTER
CLAUSE. BUT OMITTING RESTRICTIONS, IF AlilY, BASED ON RACE' COLOR, REIJIGION,
OR NATIONAL ORIGIN, AS EOIf,TAINED IN INSTRUMEN'T REEORDED JuIY 26, I97I, IN
BOOK 22T AT PAGE 140 AND AS AI4ENDED IN INSTRUMENT RECORDED MAY 05, 1977, IN
BOOK 254 AT PAGE 855.
14. EASEMEI\TTS, RESERVATIONS At{D RESTRICTIONS AS SIIOWN OR RESERVED ON THE
RECORDED PLAT OF VAL VILLAGE ELSVBMI{ FILING,
15. UTITJITY EASEI{ENT 20 FEET IN 9IIDTT{ ALONG TI{E NORTT{ERLY LOT LINB OF SUBJECT
PROPERTY AS SHOWN ON THE RECORDED PI,AT OF VAIL VILIAGE, EI,EVENTH FILING.
16, DEED OF TRUST DATED SepEember 0{, 1990, FROM SERIID JURGETI HrNTZ !O THE
PUBLIC TRUSTEE OF EAGLE COI,'NTY FOR THE USE OF I'NITED BANK OF DElwER
NATTONAL ASSOCTATTON ?O SECURE THE St,.!y| OF $527,500.00 RECoRDED september
11, 1990, IN BOOK 537 AT PAGE 29].
ITEMS 1 THROUGH 11 OF SCHEDI'IJE B ARE HEREBY DEIJBTED.
PAGE 5
SEP-l?-98 rO'11 FRCJI4 LAND Il l!t L{.JA^^rriEi: vAt! rD 3t,J 'l 7E 4S34 PAGE 5
A) The subject' rea] property may be locat€d in a special taxlngdi€Ericc.
B, A certiticate of raxes Due risring each Laxing juriedlct,ionmay be obtalnad_ frorn the County Tieaeurer or [tri CountyTreasurer, s auEhorized agent, -
c) The informrt,ion regarding epecial discricE,s and Ehe boundariesot such dietricts may be oblained from the Board of CouniyCoftnissioners, the County Clerk and Recorder, or the CouniyAEaessor.
r,,AND OJor cuA,RANrEOOCoMpANy
DI SCLOST'RB STATE|I|IEIIT
Rcquired by Senate Bilf 9l-14
Reguired by Senare Bill 92-1{3
A) A certi'flcete of raxes Due listing each taxing jurisdictionsh.ll be obtalned lrom the County Treasurer oi lfre CountyTreasurer,s aulhorized agent.
t.flt d alLT lra OO
itoB t{Ar.tE
ST'BDIVISI
IJOT
ADDRESS
'll'be forur is used to verify service availabillEy and location. This
should be used in conjuncLion with preparing your uEiLity plan and
scheduting installations. For any new consLrucEion proposal , Ehe
applicanu must provide a compleLed utility verificaEion forn.
Tbe locacion and availability of utilities, whetlrer Ehey be nain
trunk lines or proposed lines, nust be approved and verified by the
foll,owing utiLit,ies for Ehe accompanying site plan.
AIl autborizing signatures need to be originals.
Authorized Sionature D4!g
. U.S. weBE conmunlcaEions
{68-6860 or 949-4s30
. nrbiic service company
9{9 - 613s
Gary Halt/Ricb Cooley
, HoIy Cross ElecEric Assoc.
949-5892 nngineering DepE.
Ted Husky/Michael lJaverty
rrTcl cablevirion of Ehe Rockies, 949-L224,r lr Mark Graveg
lpi,irfl64 ,
r.ulDper Eagle va1ley water
& Sanltation District *
476-7480
Fred Baslee M
7re
?- /7- 2f
r t'l' ,.t.rk
rtA gige plan la requireil. pbysical location of knono utllltles
must be gbowa oa the site plan. UtiliEy locatioas may or may notoffer seririce to tbe property line. Any utility extensioa reguiredshall be tbe responsibility of the DroDerty onaer.
NOTE: 1.If a utilicy company has concerna with the proposedconstruction, the utitity represent,at,ive should notdirect,ly on the utility verification fom that, tbere
. is a problem which needs to be resolved. The igsue: should then be spelled oue in detail in an attachedletter to the Town of vaiL. However, please keep inmind Ehat, ic is tbe responsibiliry of the urtfiti
company to resolve ident.ified problems.
If lhe utility verification forrr has signatures fromeach of the uti]ity courpanies, and no comlenLs are
made directly on the folm, Lhe Town will presrrme
thaL there are no problenrs and that, ghe development
can proceed.
These verificat,ions do not relieve the contractor ofhis responsibility to obtain a sEreeE cue pernit,fron the Town of Vail, Department of public worksand Lo obtain utilitv locations before diooino inany pubLic right-of -way or easement, in tlre Tovrn ofVail. A buildino oermit is not a street cut oermit.A street cut permit must be obt,ained separaEely.
Inscallation of serrice Lineg are at tbe er(I)ense andresponsibility of the property owner.
2.
3.
4,
r.vlr.d a/l?/tl
DESIGI{
o
REVIEW BOARD
DATE RECEIVED:
DATE OF DRB MEETING:********at
INCOMPLETE APPLTCATIONS MAY NOT BE SCHEDTMBD FOR REVIEW.**********
A.
I.PROiIECT TNFOR}TATION:
DESCRIPTION:
APPITICATION ' TOI{N OF VAIIT, COLORADO
B.TYPE OF REVIEW:
New ConstructionAddition ($50.00)
,/'
($200. OOI --(-uinor AlLeration
Conceptual Review
($20.00)
($0)
C. ADDRESS:
D. I,EGAI, DESCRIPTION:
Subdivision
If property is described bydescription, please provide
Lo this appLication.
a meets and bounds
on a separate sheet
1ega1
and attach
E.
It NAME OF APPLI
Mailing
G.
H.
NAME OFMailing
./.
APPIJICANT I S REPRE
Address:
Phone
NAI'{E OF OhINER(S):
OWNER(5, SIGITATTIRE:
MaiIi.ng Address:
APPLICATIONS WIIJI, NO! BE PROCESSED IIITHOW OWNER'S SIC'f|'ATORE
Condominium Approval if applicable.
DRB FEE: DRB fees. as shown above, are to be paid at the
time of submit,tal of the DRB application. r,ater, when
applying for a building permit, please identify the accuratevaluaLion of the proposal . The Town of Vail will adjusts Lhefee according to the table below, to ensure the correct feeis paid.
. Ju.
I.
J.
VALUATION
0 - $ 10,000
$10,001 -g 50,000
$ 50, 001 - $ 150, 000
$150, 001 - $ 500, 000
$500, 001 - $1, 000, 000g Over $1, 000, 000
DESIGI{ REVIEI| BOAND APPROVAIJ EXPTRES
APPROVAL I'NLBSS A BUIIJDING PERUIT ISIS STARTED.
FEE
$ 20.00
$ s0.00
$100.00
$200.00
$400.00
$s00.00
ONE YEAR AFTAR FINAIJ
ISSUED END CONSTRUCTION
LoE
T$U"{301lli1ll.
toPRB.APPIJICITTON UEETTNG :II.
A pre-applicat,ion meeting with a mernber of tbe planningstaff is encouraqed to determine if any addit,ionalapplicaEion information is needed. IL is Ehe applicantrsresponsibility t,o make an appoinLmenL with che ltaff todetermine if Lhere are additional submiLLar requirements.Please note that a coMpr,ETE application wil.r sireamrine thereview process for your project..
III. IMPORTAI T NOTICE REGIARDING AI,I, SUBMISSIONS TO ITHE DRB:
A. In addit.ion to meeting submittal requirenenLs, theapplicant must stake and tape the project siLe toindicate property lines, building lines and buildingcorners. A11 trees t,o be removed must be taped. Allsite tapings and staking must be completed piior t,o the
DFiB sire-visit. The applicant must ensure thac stakingdone during the winter is not buried by snow.
B. The review process for NEW BUIIJDINGS normally requirestwo separate meetings of the Design Review Board: aconceptual review and a final review.
C. epplicanEs who fail to appear before the Design ReviewBoard on their sched.uled. meeting date and who have notasked in advance that discussion on their item beposLponed, will have their items removed from the DRBagenda unt,il such time as Ehe it.em has beenrepublished.
D. The following items may, at the discretion of thezoning administ,rator, be approved by the Community
DeveLopment, Department 6taff (i.e. a formal hearingbefore Ehe DRB may not be required):
a. windows, skylights and similar exLerior changeswhich do not alter the existing plane of thebuildinq; aid
b. Building additions not, visible from any other lotor public space. At the t,ime such a proposal issubmitted, applicants must, include Letters fromadjacent property owners and,/or from the agent, foror manager of any adjacent condominium associationstating the association approves of the addit,ion.
E. If a property is located in a mapped hazard area (i.e.
snow avalanche, rockfall, flood pl.ain, debris f1ow,
r,vetland, etc.), a hazard study must be submitt,ed andthe owner must sign an affidavit recognizing the hazardreport prior to the isguance of a building permit.
applicant.s are encouraged to check with a Tovrn plannerprior to DRB application to determine Lhe rel_ationshipof the property Lo all mapped hazards.
F. For all residential construction:
a. Clearly indicate on the floor plans the insideface of the exterior structural walls of thebuilding; and
b. Indicate with a dashed line on the site pLan afour foot, dist.ance from the exterior face of thebuilding walls or supporting columns.
c. If DRB approves the application with condiLions ormodifications, alL conditions of approval must, beaddressed prior Eo the application for a buildingpermit..
ttgn Revierai Action F0n
TOWN OF VAIL
Category Number
Prolec|Name: #, ntr z ' A)e ,^t Ftt <-e
Building Name:
-,/ |oate 'd/3o / 't 5
Project Description:
owner,Addresr"notnon"' R . f,"ro,^ 4,','f-
317.0 -Rt,.,atl |pFnk '1\i2 t-)A,tL (e./ Q/a,<n ?2/'a77/
ArchitecUOontact, Address and Phone:-Po 1.,, ? 8?
7Yf .7n
Legaf Description:Lot /O Bbck 3 suouivision lh,J (l'l|.*" //a zon oi"ti{Vt''1
Proiect street Address: I , : o ?. .,., fl f 2{ . l. T}.
Comments:
Motion by:
Seconded by:
fl Disapproval
filStaff Ancroval
,L,;
Town Planner
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Project Appllcation
Proiect Name: $ i^TZ-
,^," lo L 1l>
n'a
Proiect Description' lk-t^vt-ti'ALl
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot
Comments:
Motion by:
fi t,r*
uo r-11,-o ej-n,lo
Design Review Board
Date
Seconded by:
APPBOVAL DISAPPROVAL
D statt Approval
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voil. colorodo E1657
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Drg lPPr.rcArrolt
DATE APPLICATION RECEIVED:
DATE OF DRB UEETING:
*****THIS APPLICATION WII,L NOT BE ACCEPTED UNTIL ALL INFORMATION
rs SUBMITTED*****
I. PRE-APPLIEATION ITEETING:
i,-r''! rW,'"/, rl,,
A pre-application neeting with a planning staff nenber is
st-ongly suggested to deternine if any additional
infornation is needed. No applicatlon will be accepted
unless it ie conplete (nust lnclude aII itens recnrired by
thd zonl.na adninistrator). It is the applicantrs
-sponsibiftty to nake an appointnent with the staff to find
out about additlonal subnittal requirernentE. Please note
that a Col'tPLETE applicatlon will Etreamline the approval
process for your proJect by decreasing the nunber of
conditlons of approval that the DRB nay stipulate. ALL
condLtions of approval rnust be resolved before a building
per:nit is iEsued. Application will not be processed
without ownerrs Sj.gnature.
A. PROJEEI DESCRIPTION:
B.IOCATION
Address
OF PROPOSAL:
J
Legal DescrJ-ption Irt /C Block
subdivisi on t/flL-!Z,LJ/6 F//,. zoning
c. NAr.!E OF APPLTCANTT \7raeF /t//te /Hhadu€*afz--
Mailing Address:
t/A/L eo 6/65L Phone /4a _a.24</
D.NA}IE OF APPIJICANTIS REPRESENIATIVE:
ltailing Address:
Phone
E. NAI{E OF OWNERS:
srcNATrrRE (8) 3
Uailing Address:
Phone
F.
G.
Condominiun Approval if applicable.
DRB FEE:permLt is paid for.
YAUJASIgN
I o-
$ 10,001 -
$ 50,001 -
$150, Col -
s50o,oo1 -$ Over
I 10,000$ 50, ooos 150,000I 500,000
$1, 000, 000
91, 000, 000
FEE
$ 10.00
$ 2s.oo
$ s0.00
$100. OO
$20O. OO
$300. 00
3
s73 - 3z/- 3477
II. T!{PORTANT NOTICE REGARDTNG ALL SUBUISSIONS TO THE DRB:
A. In addition to rneeting subnittal requirenents, theapplicant nust stake the site to Lndicate propertylines and building corners. Trees that will be removed
rnust also be narked. This work must be conpleted
before the DRB visits the site.
B. The revierr process for NEW BUILDINGS will norrnallyinvolve two separate neetings of the Design Review
Board, so the applicant should plan on at least two
neetings for a final approval.
c. ApplicantE who fail to appear before the Design Review
Board at their scheduled meetlng and who have not askedfor a postponeroent wLll be reguired to be republished.
D. At the discretLon of the zoning adninistrator, thefollowing items may not have to be presented to the
Design Review Board. They, however, have to be
presented to the Planning Department for approval:
a. l{indows, skylights and similar exterior changesthat do not alter the existing plane of thebuilding; and
b. Building additions that are not vlewed fron anyother lot or publlc space, whLch have had letterssubnitted fron adjoining property owners approvingthe addition; and/or approval from the agent for,or manager of a condorniniurn association.
E. You rnay be required to conduct Natural Hazard Studies
on your property (i.e. snow avalanche, rockfall, debrisflow, wetlands, etc). You should check with a Town
Planner before proceeding.
tt'
.I'IIST Of UATERIAIJS
NAI.IE OF PRO.'ECTS
requlred for eubml.ttal to the Deslgn
approval can be gLven3
TYPE OF UATERIAL COIOR
B.IANDSCAPING:i Nane of Deslgner:
il/A- Phone:
Pr,AlrT I'IATdRIALS: Dgf.ltdCaLNSDe common Nane ouantltv Size*
PROPOSED TREES
EXISTING ITREES TO
BE REIIOVED
*Indlcate callper for declduoug trees. lllnlnum calltc?! for
decLduous tree! Ls 2 Lnches. Indlcate hetght for conlferouE
-
r.EGAr, DESCRrprrOn: l{rr:o BrOCK "3 suBDrvrsro[l,wLJ/1, //ryuLI€)
STREET N)DRESS!
DESCRIPTION OF PRO.'ECT:8.,+tegat
The following {nfornatlon Le
Review Board before a final
A. BUII,DING }TATERIAI..S:
Roof
Siding
other Wall llaterlals
Fascia
Soffits
tfl.ndowE
Window Trln
Doors
Door Trim
Hand or Deck Rails
Flues
Flashings
Chirnneys
Trash Enclosures
Greenhouses
Other
'TO hrt
,r-
.: '\,
PIn$l ITATERIALS: Botanical Name Conrnon Name OuantLtv Slze*
PROPOSED SHRUBS
EXISTING SIIRUBS
TO BE REMOVED
*Indlcate slze of proposed shrubs. MLnl-nun sLze-Cf-EhgbE-.b5 qallon.
T]Pe Scuare Footaoe
GROUND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR IfETHOD OF
EROSION CONTROI,
C. OTHER IAIfDSCAPE fBAIttRES (retaining walls, fences, ewinnlng
poola, etc.) Pleage speclfy. Indlcate helghts of retalnLng
wafle. Uaxlnun helght of wallE wl'thln the front setback is
3 feet. Maxinum helght of walle eleewhere on tlre property
ie 6 feet.
IAL INSPECTION'S CO}IPLEIED
Ulhe ltens below aeed to be eouplete before
glvlng a pernlt a flnal C of 0.
Please check off lu the box provlded.
FINAL PLWBING
DATE:
n
n PII{AL }'ECEANICAL
DATEs
IilPROVEMENT SURVEY RESID. NAI.TE:
DATE:
s
FINAL BUILDING EAST SIDE: UEST SIDE:
DATE:
TEMPORARY
DA'E: / ^J3 -? /
LITNDSCAPING DI'E
DATE:
\\r.^\ \\\\\
F*ErAl{E, NN-2- "\\\r\X
- ':l'
rr.rsilcrtoNTOWN QF
REQUEST
VAIL
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
MON
CALLER
TUES WED
PERMIT NUMBER OF PROJECT
THUR
BUILD!NG:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUNDr-.\'. UJfiG *tr FOUNDATION / STEEL . XBOUGH i D.W.V.tr FouNDATIoN / srEEL
-Vnoucx
i D.w.v. U-r fiG *kil; T'tr&,;;,*^*. /z-- --nl99.l^&^si-EFn...^ ,Qcos pretri-c l,-- o A ' 6o/EZ-" PLYWOOD NAILING
"/\-
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FBAMTNG d
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL E FINAL
O HEATING
tr EXHAUST HOODS
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lQreenoveo tr DISAPPROVED tr REINSPECTION REQUIRED
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VAILTOWN OFPERMIT NUMBER OF PROJECT
INSPECTION:TUES WED THUR
C.uilc
DATE \\\\ JoB NAME
READY FOR
LOCATION:
CALLER N cl c^---..-
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
o
tr
tr
tr
UMBING:
B FOUNDATION / STEEL
UNDERGROUND
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r-.r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER- ';-"
Bdoucx (?&'tr.c
tr CONDUIT
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL tr FINAL
\PPROVED ..f'
RRECTIONS: -
tr DISAPPROVED tr BEINSPECTION REQUIRED
INSPECTOR
n'Fis'op
PERMIT NUMBER OF PROJECT
JOB NAME
CALLER
READY FOR
LOCATION:
INSPECTION: MON TUES WED THUR
tNs TION
TOWN OF
-AM
PM I
I
I
REQUESTVAIL I
DATE
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND -
tr FOUNDATION / STEE- tr ROUGH / D.W.V.
tr FRAMING tr ROUGH / WATER
n 19.95^&^sI.qFR...^ tr cAS PTPTNG" PLYWOOD NAILING
tr INSULATIO tr POOL / H. TUB
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tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
nn
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED B REINSPECTION REQUIRED
INSPECTO
ffisxop
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PERMIT
DATE
READY FOR
LOCATION:
NUM B PROJECT
JOB NAME
CALLER
INSPECTION:MON TUES W
zTOWN OF VAIL
tHUR
ti L/
FRI )
BU!LDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
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O ROUGH / WATER
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D INSULATION D POOI / H. TUB
tr SHEETROCK NAIL
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
D CONDUIT O SUPPLY AIR
tr FINAL tr FINAL
FLAPPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
oo* ll-?- fo rNSPEcroR
PERMIT NUMBER OF PROJECT
CTION
TOWN OF
I
REQUEST
VAIL
READY FOR
LOCATION:
INSPECTION:
tr DISAPPROVED tr REINSPECTION REOUIRED
.Aro..
oare \\t\1 JoB NAME f\t nc\r
WED THUR FRI
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tr FOOTINGS / STEEL
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tr ROUGH / D.W.V.tr FOUNDATION / STEE-
N FRAMING tr
tr
tr
tr
tr
tr
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r_r ROOF & SHEER" PLYWOOD NAILING GAS PIPING
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4
tr
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tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
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CONOUIT tr SUPPLY AIR
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CORRECTIONS:
INSPECTO
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a
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VAIL
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READY FOB INSPECTION:
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PERMIT NUMB ROJECT
oor, / J
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
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UMBING:
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tr INSULATION POOL / H. TUB
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tr
tr FINAL N FINAL
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tr
tr
tr
tr
TEMP. POWER tr HEATING
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tr
tr
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CONDUIT SUPPLY AIB
t'rrruRl D FINAL
CORRECTIONS:
DATE
:trr
rNs;ctoNTOWN OF
REQ
VAIL
I
UEST
JOB NAME
READY FOR
LOCATION:
@,*,eN^
NUMBER OF PROJECT
tr FOUNDATION / STEEL
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tr UNDERGROUN.D
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tr ROUGH / WATERtr FRAMING
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tr INSULATION
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ELECTRICAL:
tr TEMP. POWER tr HEATING
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COBRECTIONS:
INSPECTOR
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75 soulh lronlage road
Yall. colo.ado 81657
(303) 476-7000
depanment of publlc works/transportatlon
TO:
FROM:
DATE:
RE:
In sunnary, 0rdinance No. 6 states that lt is unlawful for any person toIitter, track or deposit any so1l, rock, sand, debrls or material, includlng
trash dumpsEers, portable toilets and workmen vehicles upon any street,
sidewalk, al1ey or public place or any portlon thereof. The right-of-way
on all Town of Vall streets and roads ls approxinately 5 ft. off pavement.
This ordinance wL11 be strictly enforced by the Town of Val.1 Public Works
Department. Persons found violating this ordinance will be given 24-hour
written notlce to renove sal-d naterial. In the event the person so notified
does not corrply rdith Ehe notlce wlthln the 24-hour time specifl-ed, the
Public Works Deparcment w111 remove saLd mate.rlal at the expense of personnotifled. The provlslons of thLs ordinance shall not be applicable to
constructlon, naintenance or repalr projects of any street or alley or anyutilltles in the rlght-of-way.
To review Ordinance No. 6 ln full, please stop by the Town of Vail Suildlng
Department to obtaln a copy. Thank you for your cooperatj.on ln thls matter.
Read and Acknowledped bv:
VAIL1989
MEMORANDIJM
ALL CONTRACTORS CURRENTLY REGISTERED WITH TIiE TOI,IN OF VAIL
TOWN OF VAIL BUILDING DEPARI}IENT
MARCH 16, 1988
ORDINANCE NO. 5
Acknowledged by:
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SPE CTION REQUEST
TOWN OF VAILPERMIT NUMBER OF PROJECT
CALLER
READY FOR
LOCATION:
INSPECTION:T]JES WEDMON THUR PMFRI
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr GAS PIPING
tr INSULATION tr POOL / H. TUB
!€HEETHOCK NAIL ,*l;-tr
-tr
tr FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr trNAL tr FINAL
PROVED tr DISAPPROVED D REINSPECTION REQUIRED
CORRECTIONS:
b ''l'3^.',
PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
INSPECTION REQUEST
TOWN OF VAIL
, i,. liNAME [ . i t it k\, .t] r'::r |:.
SALLER r. )- 1.-t r i.
TUES WED 6Hun\ FRI AM fSVl.tREADY FOB
LOCATION:
MON
" )(-.
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING
INSULATION
SHEETROCK
tr FINAL
ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
iPPROVED
,CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
1(
'hH An (O
J-T ''|U
PERMIT NUMBER OF
DATE
READY FOR
LOCATION:
INSPECTION:
IbcNAME
T
JOB
PROJEC
6tr
ttt)
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FBAMING
|-1 ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
trtr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
o [Qnr-tr FINAL
APPRoVED 7 tr DISAPPROVED tr BEINSPECTION REQUIRED
RRECTIONS:
F,co
oor= X* / c^ ^r{f rNspEcroR
FINAL INSPECTION'S COMPLETED
The belor items need to be complete before
giving a permit a final C of 0.
Please check off in the box provjded.
FINAL PLUTIBING
FINAL MECHANICAL
DATE:
ELECT RI CAL
FINAL BUILDING TEMP0RARY C of 0
CERTIFICATE OF OCCUPANCY
TO: To Whom It May
FROIi: Patricia ltl. P.
RE: Lot 10, Block
Conce rn
Hodge
3, Vail Village Uth Filing
Transfer of a portion of above mentioned lot is in process.
The current owner is Lenox M. P. godge and the estate ot
Jeanette M. Itodge as per the attached copy of the narranty
deed.
Following is the name of the attorney representing the
parties in this transact ion:
Ur. Donatd H. Burkharalt
300 Kittredge Builcling
511 Sixteenth Street
Denver, Colorado u02O2
(623-2Lt2l
ur. Burkhardt may be contacted if necessary for additional
infortnation.
the final paperwork shoulo be completed by August I, 1983.
;[,{tQ fl-oB"-
P. Hodge UPatr icia It{ .
cc: Snowden,/Hopk ins Architects
Tonn of VaiI
Mr. Donald Bur khar dt
... -! 4 5-.a.{/.;.'r&
75 south lronlage road
vall, colorado 81652
(303) 476-7000
August 5, .|983
Pam Hopkins
Snowdon & Hopkins
201 E. Gore RangeVail, C0 81657
Dean Pam:
0n August 3, 1983, the Design Reviewas submitted. Public Worfs-approviiis issued.
$i'ncerely,/*fu--//
,linf Sayre
Town Planner
JS/bb
Hodge ResidenceLot 10, Block 3, V.V. llth
eg3ld. approved the Hodge Residencewill be required betore a permit
Re:
TO
SNOWDON AND HOPK
ARCHITECTS
2Ol Gore Creek Drive
vAtL, coLoRADO 81657
wE ARE SENDTNG YOU I$ Attached D Under separate cover via
LtrTTil@F TRANSNflOTTAL
fl Plans D Samples
the following items:
E Specificationstr Shop drawings
D Copy ol letter
g[ erints
D Change order
(303) 476.220r
coPt Es OATE NO.DESCRIPTIONn,1 7/lti'2 5 trnk** F/"tzl t)nntt'/' I /I 2 )frn'{aa/"/t DtP-///h,,/,'/, /,/an hru*r*, htf
/'//,|/rniz4.fn 2/zri
/
THESE ARE TRANSMITTED as checked below:
E For approval
fr Fo,' yor, ,..
fr As requested
E For review and commcnt
! FOR BIDS DUE
Approved as submitted
Approved as noted
Returned for corrections
! Resubmit-copies for approval
tr Submit-copies for distribution
D Return
-corrected
prints
tr
tr
tr
tr
19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
Prqf,rxo2 l@b" en , b. or.7l t arrcloavraa arr oot aa notad, hlndlrt notit ua at onca'
SFR,
L0jrr qr,-r._qK
for
R, R P/S ZONE D I STR ICTS
Descri pti on:Lot lO arock 3 Filins l/ l4LL-aM ll
Archi tect
Zone District Proposed Use
t
Legal
0wner
uNt)
Lot size /q*q g
Hei ght
Total GRFA
Prjmary GRFA
Secondary GRFA
Setbacks:
Front
Sides
Rear
l,later Course
Site Coverage
Landscapi ng
Parki ng
Credi ts :
Garage
Mechani cal
Ai rl ock
Storage
Solar Heat
Storage
Drive: Slope Permitted
Envi ronmental /Hazards :
Al I owed
20'
15',
1.5'
( 3q) (so)
Proposed
-r+@
l'{,"3
"lIttT
oF hytt']l4)
Cd?s'a'*n1)f'
tpEE oP
a^4.11-
olr
,-9o n)
392
o
-,.(---:,--
1!6qy 1aoo)
( eod) ( 12oo )
\oltiool
\sltsot
t\tt+ool
conrment5 - 6f-= - NEP rttL 4dP1- -
fot?- E, ) (f H.6*ltr -
Slope Actual
Aval anche
Flood Plain
Sl ope
Toni ng z / Approv edlDi s a pproved
O^rf
o^t", v/ z\l ss
Project Application
Darc \ji.)l>( | ,5'.j, l'1,.d,\'
proiecr Name: Fr-:Dr^tr *i=t''trt f >i':'l-\Cl' '
proiect Descrip ,,.^, A'{- ; ta tri t.\ 1'> €,i I'JfAUf. : tr A*4lt.s( -f ,; '"17'.Jo T*/''tlD{
conract person and pno^" ? K;:-"f *eY=aE CtL
"\-i: C'+l (W I 1
,/'' 'f4: r',a+J;f fT-'ar-n{// FS
Owner, Address and Phone:
Phone
i-Lr' '
t .. ^...yd tLJ V,V. / I Zone
-
3 +r^
Legal Description Block
Comments:
Design Review Board
1,,
'- | ":'.
Date
Motion by:
Seconded by:T,a r :r-)a
DISAPPROVAL
/j4 !) t ) f: "qS
4&sa;*y;
f ' ' .tc ,rt crz<! F Rf4 .
E statt Approval
Niili.i .Ul; l't{(t.il:C'|.IlrgLlence AddibioL -O-- -
10 ul,ocK l;t l,lNG Vail Village 11thl,l:cAl, l)li!;cl( I Pl'lOi\i : l,o'l'
t)li.SCl{ I l'1'l 0;i 0F l'll0Jl;(l'j'Addition of unlb to existing single family hou-se.
The follorving informatjon is
Board bcfore a finat apProval
A. BUlLD'iifi I.TA'TERIALS
Roof
Siding
other I'ja11 l"laterials
Fascia
Soffits
lVindor,ts
Itiindow Trin
Doors
Door Triin
Hand or Deck Rails
F lues
Flash j.nds
Chimneys
Trash Enclosures
Greenhouses
0ther
B. LANDSCAPING
Name of Designer:
Phone :
PI.ANT MATERIALS
Botani ca'l ltame
TREES Picea Brslemanml
rcqrrircd for submi.ttat by thc applicant 1o lhc Design licvicw
can be Eiven:
Type of I'llrtct'ial
Cedar shakes
C.l I t,
Cedar T &'G Cabot's semi-sol1d 0145
Stucco Oomoo settet lt2001
zx tz Cabot's 0145
F.S. Cedar plywood Cabot's 0145
CIad Grey (Pe]la)
Wood
Wood
2x6
I4etal
Cabot's 0145
stucco
|bta1 Paint out
Stucco Compo settef lt2o01
in garage
& Associates
Populus ll.emuloides Aspen
Corrnon Name 0uanti ty
Spruee
4
Juniperus Chimemsis
Syringa Vulgarus
Potent,illa Fluticosa
Sea Green Juniper
Oonrnon Lilac
,l---------:-
,l
Si ze
4,-6'
1-1 1/ztl
5 Gal.
5__q4.
5-qe1.
SHRUBS
Cold Dop Potentilla 7
GROUND
COVERS
t'
ARE FOOTA,i.
5 flats
12 flats
3 flats
SQUARE F00T|'"l Disturbed areas
Icelandic Poppy
Varigated Ajuga
Shasta Daisv
s0D To match existing
SEED TYPE
TYPE 0F Underground system
SQUARE FOOTAGE
IRRIGATION
TYPE OR METHOD
OF EROSION CONTROL
C. Other Landscape Features (retaining tva'|1s, fences, swimmjng pools, etc.) P'lease specifl
tJJ i1,1'l'Y l,O{lri'l loi',i VIil(ll;iCA'f lON
stjllt)tvisIOri Vail
.JOr) NAMn Hodge Residence
t,OT 10 BLOCK
Al)DIltlSS 3130 Booth Creek Drive
The location of utiliti.es, whether they
1ines, nust be approved :rnd vcrified by
accompanying site plan.
Mountain Bell
Western Slope Gas
Public Service Company
i{o1y Cross Electric Assoc.
Vail Cable T.V.
Upper Eagle Valley }Vater
and Sanitation District
FILINC__ Vaj-1 .Village 11th Filing
be main trunk
the following
I j.ne s or propos ed
utilities for the
Authorized
&x-ts7-r*/5
Ll{-.!>
,/41si
7- /5-83ffi:
N0TE: These verifications do not relieve the contractor of his
responsibility to obtain a street cut permit from the
Town of Vai1, Departnent of Public Works and to obtain
utility locations before ctigging in any public right-
of-way 01- easenent in the Torvn of Vail. A, building permit
is not a street cut pernit. A street cut pernit nust be
obtained separately.
This form is to verify service availablity and location.
This should be used in conjunction with preparJ"ng your
utility plan and scheduling jnstallations.
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Pormit No. 000265
T UI
tm
Ltc. No.
Llc. No.
Ltc. No.
YAIL u{ATER Al{D SAI{ITATIOI{ DISTRICT
WATER AI{ll SEWER TAP PERMIT
NAME OF JOB
TION AND LEGAL DESCRIPTION
GENERAL
PLUMBING OR MECHANICAL CONTRACTOR
EXCAVATING CONTRACTOR
SIZE OF TAP: Water
NuMBER oF uNrrs /. LzS x $300.00 = Amount
Date Billed
8ldg. D.pt. - Whlto; - Wator 6nd Sanitstion - Gre6n;
TAPPERMITWILL NOTBE ISSUED UNTIL TAP FEES HAVE BEEN PAID IN FULL.
Mster Sizs
Date Paid
- Public Work.. Candry; - Contr.ctor - Pink; - Accounting - Gold.nrgd
Town of Yail
rx.ncIItIcAL PmI{IT Job Name.
Date of
Electrical Contractor309
/t"&,hffi,J,*
APPROVALS
?/"/'
N9
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
Total Fee
Date Paid-..-.-
$...-.......-..........-..-.-
s. ...Ja..1a.
Chl.d Butldllt Oflctal
THIS FORilI 13 TO BE POSTED (,1{
.,OB SITE DURING CONSTRUCTTON
211 HOttRS ADVANCT' N()IICE
REQIJIRED FOR INSPECTIONS
Received By
PLUMETTNC/MECHANICAL PEFIMIT
TOWN OF VAIL
oor, lD ltllab'
T'BNAME Q,,exrle p6a172=-6p
owNER Lou %*-o ooo".., lh)r,
coNrRAcroR fhv P, ,--rt?/r?.2 enon4)Q7-4n4:
ffiu,,E orseppnoveq
OF BUILDING:
oF woRK: {rr* n noolrroru ! neuooel ! n=po,*
RIPTION OF WORK:
MECHANICAL: NUMBERUMBING: NUMBER
ALUATION $
aa
PERMIT FEE
rorAL FEES: $ ZZg
,*, ra/y'za
DESIGN REVIEW BOARD
o
.&
DATE OT
.IdEMBERS
MEETING:
PRESEI'iT:
November 17 t977
- BILL RUOFF
LOU PAiKER
BILL BISHOP
RON TODD
ABE SHAPIRO
SUBJECT. Lou Parker - garage
ACfION TAKEN
MOTION
VOTE:
BOABD:
LOT , BLOCK__, FTIING
SECONDED BY:
AGAINST:
BY
FOR:
ABSTENTION:
APPROVED:
DISAPPROVED:
IGN REVIB1V BOARD
IIEETING:
PRESENT:
November 10, L977
BILL RUOFF
LOU PARKER
BILL BISHOP
RON TODD
ABE SHAPIRO
SUBJECT:Parker Residence - sarase
o
DES
.-,
-
!
I
'l I
I
:
DATE OF
.mMsrns
ACIION
LOT , BLOCK_; FILING
SECONDED BY:
AGAINST:
TAKXN
MOTION
VOTE:troR:
BoARD: ffiz trNSAffi2CrVEf)
ABSTENTION:
APPROVED:
DISAPPROVED:
APPLICANT
O
.//MEETING: lO/ e7 /?+
PRESENT: . BILL RUOFF
LOU PARKER
BILL BISHOP
RON TODD
ABE SHAPIRO
DESIGN REVIEW BOARD
.r
I
I
DATE OT
I{EMBERS
COF+CEPfl-At-
LOT , BLOCK , FILING
ACTION TAKEN
MOTION
BY BOARD:
SECONDED BY:
AGAINST:VOTE: FOR:
ABSTENTION:
APPROVED:
DISAPPBOVED:
.Lo
DES
RiTTTGTT_
Lou Parker
Bill BishoP
-nofiTo-ftt--'
Abe ShaPiro
a
DATE ON IIEETI}IG:
IIEITBERS PRESEI|T.:
IGN REVIEIV BOARq
AgTION TAKEN BY
UCIION:
VOTE:
APPROVID: '
DISAPPROVIiD:
BOARD:
'-Ohnrca
: .f2 ' ''
--
sEcoNDxD zu:4fu2ttroP '
AGAINST:
ABSTDNTION:
I 4
--2ronW
,6
SUhllrlARY:
F
o
DESICII Rlivlnl'l noARI)
DATE OII [I[[TING:
I'lDtlBltRS PRDSENT:
ACTION TAIiEN BY BOARD:
rrorroN , l-uiA ,
SEiONDED BY:
AGAINST:
AI}ST11N1'ION:
/
ApPnovlir) t fZ--
DISAI)PIIOYIiD:
SUlrlllAIlY:
'l
.Spe1t(ot+Qt+)
Ptl
lor n,81413
l/^r. ftL.^.. lh FL..!a
5.a!., ,9 . Lcao'
.1$. a. - t',b'Ee
REtoEttcE ftr-
fA | *t<'1 lurcL
r#,#
ui,{
/* t"l, / "/ru, - /a, o/t cry" y/a^'
6 - E' arat4aJt
e Pr>ts*etld)
trrgll,lfr v, r.da.
,;,M',pruw
Gl$s
Lzi
!!
' .,
Subdivi sion
Lot
Bl ock
Filing
l.Submittal Item!
" Qb,nrr*t*E !!Ecr rIsI
! I ,- l/r.' t'-/
(Acceptable) (ltot AccePtable)
,''
:7 *)rz ( oxt,tz. Zz?-b
--
(A) Topo HaP
(B) sitc P'lan
(c) uti'litv Plan
( D) Ti tle ltePort(ri srualvis'ion Agreement
2. tlqi neeri n9 8sggilgliren'll
(if apP'licatrle)
3.
(A) cu'lvert Size -i it i D ; i verray c ra dE-TBFmax)-f^ffi;TJ
Source of Utilities
(A) E'lec
(g) eas
(C) Ser're
(D) lt'a'"e
(E) Te]e
(F) r.v.
Con-r'nents
tri c
r
r
pl;ori
4.
i*pS{
Approved:
Di sapproved:
tAt,arffi'ffi
Ei I I Artdrc:*s
Q"rr." REvrE,u BoAnD o
DAIE or MEErlNc, /I{V;[ lg,gr1
ITIEMBERS PBESENT:
SUBuECT, Yt'i[ctihc,i't
TAKI|N BY BOARD:
/J(c\l
I: t,.
/c-r d4 z
ACTIOi'f
MOTION:
VOTE:
n
SECoNDED BY: PTTKXT
AGAINST:
-hdsr
ABSTENTION:
APPROVIjD:
DISAPPROVED:I
crISUIrtr\IARY:
l r.l, N.,. \ vwl\,+-"
I
--
AppI rcrrtlt
Des ign licv iotr. Ie€
Dato Pa, O --Q
ZON ING CIIECKL IST
S UMMA RY
; ARCH ITECTPROJ ECT
LEGAL DE SCR I PT I ON
,.1//USE ZONE A _; PR0P0SED USE(S)
t
COMMERCIAL FL00R AREA: Percentage all
Actual sq. f+.
, D iagona I
, D iagona I
ING: Requ i red 1,
AND LOADlt'l G: No. Required
ft. , Actua I
%, C ommo n
sq. ft., Actua I
, No. Actual
>9 ++
q.
fr sq . f t.
, Covered Re-
quired
ZON ING APPROVAL
DES IGN REV IEW BOARD APPROVAL
UT I L IT IES APPROVAL
Chairman, Des i gn Rev iew Boa rd
Lor s zE JgJf(-; FRor'lrAGE ,'^ ' 4j- U , | ,
sErBAcKs: Requ r red - Front JO , s id;', dZf /0t ' ' f7 *"., JC 2.2 51
Allowable sq.++
Actual -Front 3^dO ,sra"t\LJ'(n) "(O,aeu, 4D i
D|STANcEBETt^JEENBUlLD|NGS:Required-,Actual=i
HEIGHT: Averagre Grad" _-.'- Height Allowed 11 A- , Actua | 1q.{ ,
c.R.F.o., J(4OO Ratio, Arowabre sq , tr. 49lL()D-, Actual sq. tt. /A// '
BU I LD ING BULK CONTROL: A I lowab le max imum I ength
Reguired 0ffsets
S ITE COVERAGE:
, Actua l length
Actuar sq. t+. 4q/7= ,
Pan rr i ro rl
Ground Leve I
No.; Cove red Actua I
owab I e_,
n"/ ,*^ lln751, actuarAIfowable -/J %, Al lowable Sq. ',. t,J---t--=.---t---:-,
USEABLE OPEN SPACE:
LAN DSCA P
PARKII'IG
sTraTor
Tow n E n g i nee r Da te
ENV lR0Nl'lENTAL IMPACT APPR0VAL
Mayo r Date
Date Submitted
Date S ubm i tte d
Date Submi tted
Extens ion of
f or Zon i
for De s.i
for Envi
n g Re v i ew
gn Revi ew
ronmenta I
Dead I ine
Dead I i ne
Date
Date
lmpact Rev iew
to
Dead I ine
date
8 (Seri es of 1973)by Sect i
COMT,IENTS
item
of Ordinance No.
as pe rrlr i tte d
oot
Gcorgc D. llorrlr. P.E.2510 Glro Avonrr
Glcn*ooJ 3prtter.
Coloodo 81601
9tt6020
Soil Mcchonics
F oundol lon
Evo luotion
Moleriols
Tests
C oncrele
Mix De sign
Aspholt
Mix Design
Geologic
Intcrpretotion
Gr ound wo le r
Hy d ro logy
Dy
Re glstered
Prol.rss ionq I
Eng incers &
Geolog i5l3
Co lorodo 5prings,
C olorod o
Pue b lo.
Colorodo
Glenwood Springs,
Colorodo
Gunn is on,
Colorodo
1106l. ora
Colorodo
Rock 5Pringr.
Wyoming
So11 elasslftca4ont
coarse to nedlun SAND
up to 2r tn dlanretert
Sol]-s on thls slt., wero fourd to eonsist of brown
n'ftir-"oi" c-f gravel erd ocaaslonal cobbles ard boulders
(sp/cp).
Man-made flllt None - 8o11s ere netlv€ to t*re slte.
Molsture condltlons at tlne gf.lnspcetlonr l|lgh - 1n-a test treneh excavetcd
nte;ed at 6'0 feet in dePtb'
Fourdatlon tyDe recornmerdedr A stardeld 18tt spread footer wlth ths stcn
iffi rooi"r r{11 take i}rc on-slte solls lnto dlrect
conslderatlon.
Volds benoath fourdatlon welLsl Not rcqulred.
Relrrforclnar Relnfor€lng should.consist of flve #5f rebars' PU94 contl'nr-
;Cly: the bulldirg wrthog! enl'glps or brcaki' lko should be placed
wltllln lllrt of ttre top of thc w811 ard ttrieo-should be placed wlthln 5 to 8tl
of the bottorn or *re'wlir.""dJi}ii[rl!*o-""u"ighou]i be. placed eL 45o
at eny steps ln tne founaetfon we1l, crd-;l: rslnforclng should have a nlnl-
nnrn :[ep of 15rr.
. ' !i
THE LIN"O,N.?"VORE TESTINE LABO'FATORY
lilEMBERt A.S.T.M.
A.s.c.E.
cEc
ACI
l,[r. Iou Parker
c/o Ttre Prlntery
bx ?30Vall, CO U65?
Rsr GS-319
Parker Resldcncc
Val1 Vll1agc Subdlvlslon
ltth Flllner Lot #101 Block #3
Ve1lr C0
Gcntleoenl
Personnel of thls taboratory havc lnspected the fourdation g,ceeratlon
et the ebovc tcfercnced slto to ditennlne subsutfacc sotl cordltlons' Recom-
nardatlons for thls slte are aa sholtn bclow t
ilr. Iou Parker
Pege 2
trfloor slabs on grade should be posltlvely separated fron all stmc-
tural portlons of ttre hr11d1ng and allowed to float freely. Non bearlng
pertitlons restlng on slabs on grade should be constnrcted wlth e vold
spacer at the bottom preforably, to al1ow for freedom of movenent wlthout
affeettng the noof ot floo! above. Bearlng partltlons shouLd have their
own fourdatlons. If basenrent type constnrction, or neultl-1eve1 stmcture,
stelrway between lf"oors should not be constmcted as a rlgid connectlon,
but should aflow for vertical novenent ln the floor slab.
DreLnaqe ard gradlngt Surface gradlng should be constnrcted tn such e
ffif noisture ls rornoved fron the vlclnlty of the stnrcture
as qulekly as possible. Roof dralns, if any, shouLd be carried across back-
fllted arees ard aLLowed to dlscharge welL away frotn the Lullding. hleter
Ehould not bs al,lowed to stand or pord ln areas of bacldtll.
To ald ln keeplng water frnom roaching the soil beneath the bnrlldlngt
all bacldllL should be treated.
1. Bacldlll arourd the bmlldtng or in utlltty tronches leedlng
to the hrlldlng shouLd be nechanically compacted at the-
optlnun moistuie content of the so1l to a density of 9M ot
naxfunun Pr^octor denslty, ASTI1 D-698. With this netbod' no
bacldllL rnay be Jetted, ponded or prddled.
2, The slte erd fl1l- naterlal nay be presoaked for a rninimunr of
ttrree weeks prtor to constmctlon unt1l water has entered the
soLl for a depth of at least I feet.
). ff a perlrneter drain ls used, thls constmctton would removo
the neeessity for compaatlon except ln utllity tnenehes leadlng
to the bulldlng.
Rospeetfully sutnitted'
TIIE LI}'ICOLN DEVORE 1ESTING I.,ABORATORI
$"-,rl- R,W,IL
Joieph R. fnfescellf
Professlonal Geologlst
State of CoLorado
.lRf /kne
I
l
.,r
,
Itl,-5
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X. li;:ri.lct
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o
DESTGN REy-lEu-BoARD
/l
DA'E or MBErrNc ' fL e-/l /t
UEDTBERS PRESENT:
ACTION TAKEN BY BOARD:
,a1
uorroN. 4nhn-, ' SECoNDED BY:
voTE: ,o*, Qrra*AGAINST:
sUBJEcT.&
ABSTENTION:
/"n-'
'.r'%-/z
APPROVED:
DISAPPROVUD:
4-</aa L |..
t
SUITII!ARY:
-::--r-----:--t].i-r. . I J:- ii;=;.l ffi
DESIGN REVIE1V BOAE!
DATtr OT IIEETING:
MEMBERS PBESENT:
ACTION TAKEN BY BOARD:
MOTIOI;:
VOTE:
APPROVED:
DISAPPROVED:
. SECONDED BY:
AGAINST:
ABSTENTION:
SUlrlltlARY:
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MESEAR hI nEP0aT Ng. 7?-48
'. ."
[-! [snA[- CED.AR t-{OiytFs, !i\tc.
Steelarn
Evaluation Service
BUILDIIIG OFFtCIAtS & CODE AOMti\IISTNATOIIS
til'rE RiIA'il 0 llA[. tN 0.
l3l3 €sr1 60th 5r.r'r . Chico0o, lllinoir 60F31 . g1Z | 324-3400
[-'.''.fi
i.,,;iili
o
Building Officlals & Cocle Administrators lnternational, lnc,
Executive Office: 1313 East 60th Street o Chica!,o, lllinois 60637
(.
APPLICATIOTJ FOR BOCA
APPBO VA L B ECOI'XI,iIEIJOATIO N
ftccomrnendation 72-49 Report < 1tNumber "--
Date
Application
Eeceived
(above for BOCA
JuI t972
mo.
Date Ju1'r ), Lgi 2
A. Applicanr Lindal Ceder I-Io:nes, Inc.
B.
Address P.o. itox 883 Telephone -oc:cc
City Seattle State iiashi:-rctcn zip code 9 I 17 I
pro,ir"1 Conpo.site ,3teel ar:d Hood Lar,tj-n.eted Be alr,
Tru,1" 11o",,. S tee l-an
c.Properties of pro<.luct Jor rvhich Approval Recommend
t{l Structural Uni fo rti- Load
ationtltltl
tl
t1
is recluested:
F irelFlame resistance
$/eather resistarrcetl
I1
ll
tl
Affidavit: - I hereby depose and say that all of the ahove statenents and the statements in the submitted
material herevvith are true; that I Lrnderstand and agree that the Approvcl Re comm,.ndation, if granted, is
lirnited to products conforning to sptcifications submitted here',vith and the specimen product tcstcd in
support hereof. and th.rt.tpon failure to so compiy th+ Approval Rscommendation tttitl be void. ancl I further
ttrulerstand that failure to certify annually vtitl regtlt in automatic suspension of the Approval Recommenrlation
(see reverse side for the litnitations of Approval Recornrnendations).
.-] SVy'ONN TO BEFONE I.TE, THIS I-indal Cedar llomes
(Firm Name)
Ilobe rt W. Linclal, Iingineer
D.
oxv or --{Te-"/ . - .1s ? 7-./-
(Signature of off icrr of firrn)
LIMITATIONS OF APPROVAL RECOI/MENDATIONS
Approval Becommendations issued uncier the BOCA Reseaich ancl Approvals
Procedure are limited to the products of the applicants, or approved licensees
named in the Structural Bureau Report, conforming to the product specif ica-
tions and comparable to the specimen product tested, as described in the
data submitted with the Applicationfor BOCA Approval Recommendation.
ln order to verif y continued compliance with these conditions, applicants
are required to file a certif ication annually, on forms supplied for that pur-
pose, ceriifying that there has been no change in the product or its recom-
mended use since the Approval Becommendation became ef fective.
lf there has been a change in the product. the applicant must submit details
of the change for review. lf the product has been changed since the Approval
Recommendation was granted, the applicant has the option of requesting a.
revision, resulting in a new report, or an addendum to the previous report.
Failure to file the annual Certificate of Compliance or advise of changes in
the product rvill result in auiomatic suspension on the expiration date shown
on the Certificate of Compliance. Unless action to reinstate an Approval
Recommendation has been initiated pi.ior to fifteen calendar clays after the
date of expiration of the Certificaie of Comptiance, the Approval Recom-
mendation u,,ill automatically lapse and further use of the BOCA identif ica-
tion label will no longer be auihorized.
Any information from a local building official regarding cleviation frorn
Fi..|,-,|.rl-...^biiuA stiijciijfai ijuiedLi ;'iepoir's in any prociucr bearing the BOCH icientiii-
cation label will be investiglated to determine lvheiher or not the Approval
Recommendation should be suspendsd. lf it is found that any product does
not conform to the data submitted, the Approval Recommenclation rvill be
automatically suspended.
(
(
BOC
1313 East 60th
A tuOuartoNAL
Street . Chicago. lllinois 60637
R ESEAR CH R EPORT
RESEARCH AND APPROVALS CO|I|MITTEE
F. R. IVEST, Chairman
Sourh Bend. Indiana
G. J. INUELLER
Ealtimore County, l/ia.yland
Fecommenclation fJo,72*48
Rcsearch
Report I,Jo.52r
9o," JurY 31' r?72
G. D. RO||/A
Ketrcring, Ohio
I'J. !V. SEIDEL
Mnrple Torrnship. Pennsylvinia
c. lr. cAaLsoN
Xane County, lllinois
D. E. GELD8ACH
Claytoo, lvlissouri
TO:
FROM:
SUBJECT:
Mr. Forrest R. Ifest, Chairman, Research ancl Approvals Cominittee
John J, Uicker, BOCA Engineering Consultant
Composite Steel- and h'ood Laminated Beam
THIS REPOBT IT1AY NOT BE REPFODUCED IN VVHOLE
OR lN PART I^/ITHOUT IVRITTEN PERMISSION
I,Appl-ica'tion and Supporting Data
A. Applicant: Linclal Cedar lJomes,
P.O. Box 8839
Seattle, lVashington
B. Product: Composj.te Steel and
Tna
98178
Vlood Laminated Beam
/\
c.
D.
L. Trade Name: Steelam
Perforrnanee of Product for lrihrich Evaluation is Requested
1. Structural
Supporting Data Submitted
l. Repor't of Steelam Beam Design Formu-lae Developme.rnt anclVerification. This report, No. IZ/IS-4I, clated April,
)-972, tvas prepared by the CoLlege of lingineering ResearchDivision, Washing'ton Qtate University, pullman, I,IashingLon.
2. Report of Testing of Steelam Beams. Tiris report, No-72/L5-59, dated June, 1972. \.ras ptsepclr:ecl by the Co.llegeof Engineering Rc-:searclr Division, I{.rsltington StateUnivcrsity, PulIman, f,i.rsl'rington.(
-4-
RR 72-44
ReporL on Steel }lail Connectors.
January 27, L972, lras prepared by
Com.oany, Eugene, Oregon .
Load-Span Tables for Steetam Beams
This reirort, derLed
Timber Engineer-ing
(
4.
II.Description and Use of prociuct
A. General Characteristics
l-- The s'teelarn beam is a composite r.rood and sLeer bean. rtconsists of trvo or more conventional rqood jo:'.sts withtoothr:cl steel prates sanclwictred betrveen the-'ir w-ic1e facesin the fastrion shown i.n Figure I j_n the Appendj_x of thisreporL
Thele are two plates per point locatecl near the ouLeredges of the wide faces of the beams. These plates arecontinuous for the full rength of the beam. The resuLt-ing product is a raminatecl beam r.rhich is set in positionryith the 1aminations in a vertical plane.
Figure 2 is a short section of one or' these toothed steelplates.
The steelam l:eam differs from th.e simple nailed laminateclbeam and from ordinarir ft itch ptate beams. The simplenaired raminated. beam is designed. as a murti,ore of theraminations rv-ith a possibre roacl-sharing increase forallowabre stress. The flitch plate beam has a s.ingleplate rather than tl.,/o p-latcs as cloes the Steelam beam.
The st-celam bean does not have a steer-t-o-steer connectionbetrueen the uppor ancl rorver plates Lo frrnciion as a shearconnection. This sh.ear must be transmitted thror_rgh l_he woorlmembers. Ttre bearn may be visualized as a box bear,r r.iith steertrarrsformocl to 1voe6l ;15 is shown in Fiqure 3, rvhiclr is .ipclucle<lin the Append.ix of this r:eport.
The bchavior of this beam <lepend,s upon the frcxibility or. rigidity of thc sheiri' co.rrecLion cleveropecl bet-ween the rvood.and h-ire sLee.l b-1, ilre teeth of the sLce-l p.lilLc.
(
(
(.
-5-
RR 72-48
This behavior is ske'Lched in SecLion III Al of
I'tre resul-ts of tests on actual. Steel-arm beams .bo
relialrility of the conclusions drerr^rn in SecLionrcported in Section III A2 of this reporL.
Lhis rcport-
Prove the
III Al are
B.Principal Uses and Stock Dimensions of Specific llroducts
Principal uses
As floor and roof strucEural members r.rhere conposiie or
laminated beams are required..
2. Stock dimend.ions
The Steelam. t>eams are eiLher nominal 2 x 'IO ii-nch or2 x 12 inch lumber, trvo rrrood. menbers per beam, rvith
l-rvo toothed steel plates sand..rrichecl betrveen the wide' faces of the vrocd members. The St-eelam beams are avail-able up to 32 feet in length in trvo feet increments. T?re
clear span is limited as 'shor'rn in the load span tablesin Section IIf,B of this repor-u.
The tooLtred steel plates are O.106 inch thick by 3 inctres\lride, gcrl-vanizecl steel pliltes (ASTI'1 A446-69) ryhich rr.nfull-length of the beam t-o \rithin one foot from each encl .
One st.eel plate is l.ocated near the conrpression ec1_qe anclthe othor is near the tension edge (see Figure 1 in the
Appendix of this report). These steel plates are contin-
uous arrong the entire active rength o.f the composite meinber.
rt is intended. that the steeram beams shou,ld be used asfl,oor and roof bearns iii iviiich fr-airrii:rg-. Lirey are spaced.64 inches on center.
C. Details of Installation of pro<luct
The steelam beams are insLalled -i-n convent.ionar m.rnnerexcept for the 64 inch centcr trr center spacinq. They arefastened .in positi_on j.n convenbional manner.
III. Test Results and physical prope.rties
A. St-ructural Ltesiqn
l.
I
Ileport- of SLeelarn Bcilm Dei.sign }-orrnulae Deve.loltinent anc-lVcrificat-:Lon. This reporb No. 72./15-41 , dart-ci April I912,
-6-
r{R 72-44
was prepared by the College of lingineering Research D.ivisj-on,
W;rshington State University, l\llrrr.rn, i.larshington- The
S'beeLam beam cloes not have steel-to-stcel connection betr.reenthe upper and loi./er toothecl plaLes to function zrs .r shear
colrnection. Thj-s shear r|rust bc transrnitted through Lhe r.roo<1
meirlf,ers. The beam may hre visua-lized as a box bearn with ihe
sLeel transforrned to rvood equivalent (as shoi.rn in Figure 3
in the Appendix of this reporu). The behavior of this
composite bearn clepends upon bhe flexibility or rigidity of
the shear connection developecl betr.reen the l.roo cl and the
steel by the teettr of ttre steel plates.
As this is a case of sorne intermediate r.igidity of the
shear connec'tion, the performance of the composite Steelam
boam lies some',.zhere bet,,.reen com,orete rig-idity and negriglblerigidity. So a knoi.rl-edge of the load-sIip charact-eristics
of thg teeth is needed to calcurlate the performance of the
Steelarn beam. This reporL described horv the comput-.rtionsfor: a rational- approach to d.esigning Stee-lam beams wasdeveloped. Ttte mathenratical development of design eqrlaiionsfor this -internrediat-e conditi.on ryas clescribed in deLail inthe report. T'hey are noL detai-led. her-e. White ttrere rvere
several \./ays to approcach the p.r:oblem, they aII l_ecl to the
Same results.
In ttrese beanr applications, tl-re total loacl r.ras 50 psf .
WiLlr treams. set on 64 inch centers this loacl ryas 2.o6 psf
of beam.
This report shows that the wood takes aboul 8C percent ofthe total load. or 2I3 p1f, aborlt 4 percent of rnrhi.ch qoesto t}. e vertlcal tooih load. Since lh.r. are eight r6rvsof teeth per fooi: of beam at 2.325 irrch spacing (41 teethper fbot) the verlj.cal Looth toacl is about 0-2 poun<ls pertooth, so the ver:t-ical slip r.ras iqnored.
Ry t,rrj.ting equations for Lhe s;Iip between the rsood anclthe tecth at.each tooth stntion, expressi-ons for aLl i:ooLh
Ioacls wcrje obtained in terns of tooth load. r'rr. the so,lut-ion
rvas teclious ancl r,ras hanclled mosL convenientry by a compllLerso.lution. 'fhe program used. hacl valucs substitut.ed for theplr-ysic.rl properh-ics of t-he rqoocl arnil st-e<:r and thc roacl-slipcc>nst.rirt from Locl-)r plerte tesL.i-ng. Val,rrcs \./cre ccrmprrtealof t,ooLh load froin the.leasL.lo:rclecl toolh t-.o thc mcsl hearv.LryIoaclcd t<-ro'tlr. Va.Ltrcs rvcrc prirr'{:ed out for F1 , tooL)r loaclat- sLations a.long t-he beam in Lcrrns of w1 , ro;rcl Lo l>enc1 Llrc
(
-7-
RR 72_48
wood about the neutral axis.
An equation \{as then set up to com,cuLe the rnoment onthe beam at any station in terms of r.r1 , Lhe Fortion of
the l-oad. imposed. rvhich rvould be requirecl to bend ttre r,rocd
alone, Then using Ltre computer, momenLs for eactr ]:oct-h
station were obiainecl in terms of r*1 . Frorn these l:csults
the ratio of the loacL the composite SLeeIam beam vlo,-rlcl
carry was labeled the ratio R. It \./as found reasonably
unj-form along the beam length. Its average value R
represented the ratio of total load rvg to v;ood. member r.l1for the bearn as a whole. Ttre value oi F auponds on the
bearn span, relative proportions of ryood "co sLeel, theel-astic mocl'-rl-es of the r,rooC used, ancl the tooth load-slip
constanL, K. lhis value of F. is the key to the deveiopmenl:of Ioad-span tables for Steelarn beams.
Tlro beams l./ere consLructed., one of 2 x lo,s, .16 feet long,
and the other of 2 x LZ's, 20 feet long.. The lumber anclsteel properties lrere cletermined very carefully in advance.Their perforrnance lras prediclcd from the tentatively
developed eguarti-ons. Then each beanr l./as testecl ttrirty t"i.rnesthrough the full range of loacls. This rcpetition w-aspr-lnr.rrily to determine rshether any progressive creep of tjretooth connections or any progressive increase in residualde:flection occurred. In aIl cases the be.un deflectioncurves r,lei'e elastic and recovery vras cornplete rrrithi-tr aminute ei.fter the toacl \yas removed.. As a by-product_, it
r.ras discovered that the slip between ryoocl ancl s.Leel rvasless than O.005 inches. This reveal_ecl that the _to;rd-sJ.ipbehavior of plates in fult lenqth beams is superi.or- to Lha.t:
obLained. b). Iaboratory tes.Ls on shorter specimens -
RaL.ios of the measure<l values for bcam rnaLerial beforeassembly into steeram beams r,ri Lh steelarn bearn asseF.b.Liesenables the designer t-o predict thc st.if Fness gain of thc-:
coinposite beams. Tirese preclict-ions complrecl. to th.: actrra-lsLiffness gains are presentecl here .for thc tr,;o Stce-I.;rm
beams tested..
o
-B-
RR 72-48
16 ft. beam 20 fL. bearn
Elastic Modulus
Before Fabrication
l4ember No. I
Member No. 2
L,945,000 psi !,79O, O0O psi
t. 960, 000 1 . 780, 000
Average L,952,5OO '.1,785, OOO
After fabrication 2,2BO,OOO 2,200,000
Predictecl by cornputation 2,360,000 2,2OO,OOO
o
Percent Increase
By test
By conrputation
This information shorvs how r.rell the computer solution
preclictecl the actual gain in performance clu e to the steel.
The most difficult guantity to determi-ne,and necessary asinput to the cornputer solution,\.ras the value of the loacl-
slip constant, K. By trial of v"rrious values it r,ras foundthat ttLe load-sJ-ip constanL. ranging from 5,O0O to 25,OOO
described ar fairly narrow range of performance varia'cion' in the -interval betvreen rigidly connecb-ecl r.rood and steel .
and unconnectecl ryood and steel . T}us the choice of the
Ioacl-s.tip constant was found not exacting but it hacl to berealistic.
A load.-s1ip value of K = L2,2OO lbs. per inch ryas used. to
estimaLe d.eflections for the verification of Steelam bearns.
Whil-e itr t:lre l--al'Ie al:c-.'e the res'.llts dif.fcr- about 4 percant
from the 16 ft. beam te5t result-s, they ergreecl very r.;ellfor the 20 ft. beam. The clroice of K could account fo.r the16 ft. beam discrepancv.
Ttrese trro verificaLion tests sugqest that the clesignproceclure is reasonably accuraic. Tests of a larger
number of beams make iL p>ssiblc to dranr the resul-ts inLoIine nore closely. Thus it became poss-ible {_o rvrite
desi.gn ec1ual-ions for Stcelam beams for computing loacl-spantabl-es, olrce the dimens-;ions and properties of the ruoocl anclsteel are defined.
r7 .e/"
2r%
23.O%
23%
Iror a uniformly
vrere def ined:
cleflectiorr,4 =
c-rb-
I.v-
o
-F Ir-(r+k)Rj 8aA"
-9-
RR 72-48
5
aa A
rvl,2
distributed lorrd tire folLorqinq ccluations
tr/l,4 R
!.\/flvr
BSr.r
3 . tft. t
2Aw
R
f- = rv1,2 la--- (rosu
tI
{
where: E1,7 =
Svl =
It't =
Aw=K=
elastic modu-lus of r.roocl
section moduLus of r.rcocl (b6th pieces)
mornent of inertia of r.rood (both pieces)
area of woocl (both pieces)
Er stee] about their respective neutrar axesEI vrood
Ss = section modulus of steel (one piece)
As = area of steel (one piece)
a = clistance between neutral axes of steel plates
R = rat,io of load carrie<l by wood to total load carriecl
(tabJ.es can be generated for this constant)
Por a concentrated load .r.L midspan the follorving
equations rvere defined:
For deflection l/360 p=Ev I\!,/7.51h
For deflect-i-on I//24O p=q, truTSt2i-
For all-.orverble bendi.ng stress fp in rv'ood p= 4 fufb,/lF
Tho eombined direct stress in bcncling of the beam, fU
E-.r-b-PI
a.l.For:[)= I.333 fv\
-ra
RR 72-4A
where: I = gpanr inches (
P : concentrated. Ioad aL nridspan, Ibs.
Es= elastic rnodulus of stcel, psi
Afp= monent of inertia of steel pla.Les, in.'r(botlr picccs) -
R = ratio of .l.oad carrrie<l by rvood to LoLa] l-o.rd carri.ccl .(Tables can be generatecl for this constarrL. )
AII other elements are as noted for uniforrnly distributed-Ioad above.
By replacing the expression for noment due to a'uniformly
distributed load by the rnonent cfue to one or more concen-
trated loads, suiLable equations for that kincl of loaCingare obtained, The values of R are attained sirnilarly.
2. Repor:t of Testing of Steelan Bearns. This reporL, No. 72/L5-59,dated. June I972, v/as prepared by the corlege of Engineering,
Researrch Division, I,lashinqton State University, pullman,
l'Iashington.' This report describes a test program to evaluatethe performance of steer arn beams having tvro rvoccl merrrbers.The pu.rposes of these tests vrere to:
a. Detcrmine the degree of partic.il:alion of the reinforcingsLeel in the beams for a larger number of beams thatwere t"ested prcviously.
b. Exatnine the ability of Lhis type of tooth-connected.
bearn to maj.nt.rin its performance behavioi. unclerrepeated cycles of stress.
c. Determine t)-re effect of seasoning stresses anddistor'tion on the perfox-mance of beams fabr-icatecl
from unseasoned lumber and steel, after they
season.
d. Determine r-rltimate strength and elastie characLcri.sLicsof the members, for design use.
The results may be summarize<l in brief terms.
CycIic Loading
Ten 16 ft. 4 x I0 inch (nominal) Hem-fir Steeleim bearns,each of rvlrich r'rere ro.rclecl to dead l.oarcl prus rive lo.r<lten tinres and <loacl road pltrs trvice rive road an:rdclit-ionalten times, repeirt-edly follorvingJ the same clirsLic l.oacl-
deflection curves. Irl;-rxi mum one_horrr creep at d.eacl IoaclpJ-us live loa<1 r.ras 0.125 inch€s ( .L r l_.,
derrecrion arter removar or roaclt;5roi."ii,,:.:;::;1.,lrour was 0.06 inches ( L ) or 1ess.
3B6C)
There \ras no noliceable clifference infive beams macle v/ith lumber r,rhich r..,,a.sthan L9% maxinum moisbure content rvtrenfive beams made from unseasonecl lumberaf ter fabricai,ion.
Residual Defleclion
-t 1-
r{R 72-48
Ni,ne beams carried deadthree hours rvith creep
deflections one hour or
dead load vras less than
o
performance bettyeen
seasoned to I ess
fabricaied ar-rd
rrhich seasoned
Ioerd plus tr,rice Iive load forof L or less. .Resirlual
r200l-ess after reductlon of load to
L for the 2O ft. beams and L461 469for 16 ft- beams- Res.icluar defrection after compreteremcval of app-lied load was L or less for 20 ft. beams
and l,
830or less for ].6 ft. beams
1, 0oo
Ul-uimate Strength
Ni'e beams vrere tested to crestruci-ion. The 16 ft. noninal4 x 1O -inctr beams carriecl lbads Lo or l:eyond dead. Loadplus Lhree tiroes live road,. The bearns rvhich it'ere made fromunsreasonecl lurnber, ancl which sufferec some clistortion andcupping a.s they seasoned, carr-ied the preseribed roacl(detrd -LoarJ p-lus three t.ines rirre roa-d) but \rit-,h snari-errnargins al:ove that. f igu::e. These vrere all f loor sf/sLeinsLoads: thaL is,de.ecl load of I0 psf ancl Livc load of 40 psfryith beams at 64 .inch on cenLeri spacj.ng.
T"ne l-hree, 2A ft., nomina_l 4 x 12 .inch beams all carr.ierldead loird p-lus trvice rivc road for roofs (rive road. for theroof vr.ls 30 psf ). One of thcse t-hrce cal:riecl three timesroof l.ive load a.cl , in anot-her Lest, tr.rice froor rive l-oa<l .
Fa-i-.l.rc:r in any of tl-r..: be.rns \rero rloL catLas Lroph_ic. Nortr t'.-i-rnui-e sLec:1 f;ril-'res occ:r.rrrccr. sor.e bealns ryortr.cr rr:rvcl>eetr rrb.Le to carry morc Loacl -if ttrey hacl not_ br.coml=lat-cr-a.1. 11' uns l_trblc.
o_rr_
RR 72-48
An evaluation of the effecLiveness of thc steeL reinforce-
ment shor..reC thal it r'ras performing as predictcd b.y tlre
design forrnulere cleveloped for SLceIan beanls (see the con-
clus-ion of IIf AI above for these). l'igJuros 4 and 5 in
the Appenclix of Lhis report are loac1-span curvcs resulting
from the investigation of Lhe beam perform.rnce under stucly.
They arre suitable for designing Steelirm br:ams. Figure 6
in the Appendix of this reporL is a load-span table resu.lting
from this .investigation.
3, ReporL on Steel Nait Connectors. This reporLrd.;rted
January 27, I972, was prepared by fimber Engineering Company,
Eugene, Oregon. These tests vrere conclucted. using tr'ro species
of lumlrer, llem-fir and Dcuglas f-ir to establish a design
value for tl-re steel connecLor strip. 'Ihese tests r.rere
conducted in accor:dance r.rith the reguirements of partrgraphs
400 to. 4O4 of the Truss Plert-e Ins'uitute Specification TPI-70,
Desiqn Specifications for Liglrt ltetal Plale Connecled !trood
Trusses. The resultant test data vrere evalualecl in accorCance
rvith Paragraph 405 of TPI-70.
From these tes-us ancl evaluation by 'IPI proceclures it vra s
es'Lablished that the tnaxirnum desi.gn values shor-r.ld be:
Douglas fir 71.6 lbs. per tooLh
Hern-f ir 69.3 lbs. per Looth
In Section III A1 of this report it \yas noted that the
loerd-slip betravior of plates in fr-rll- length beanrs is
superior to that obtainecl by labcrator:y tests on shorter
sper:i-menq. Henee the va-l r.r.es given a.l-:eve -i,n lbs. per
toottr are to be looked Llpon as a nrin irn'.rm or starting poi-nt
in thc cornputer scarch .for more realisLic va-lues usabie
. in the desi.gn of Steelarn beans.
B, Physical Properties
I. Loacl-Span Tables for SLeelarn Rcanrs, Trvo Labl-es are
prescnLed vdrich rverc: dcrivecl fron the datar d.eterminecl
in the tesls of fiftcen beanrs noted in Section III A2
above rvii:h clue considcrartion of the c:<3-ratj-ons in ttre
conclus.ions of Scct.:Lon III AI of th-is report. The-y
arc as f ol- loivs :
a
i.
SPAI{
lT,TI
,9
1C
L2
l4
'16
18
20
FLOCR
tiftid-
G-tr)
412
372
310
.213'
144.
'101
.70
305
216
t52'
105
t'
t..
lL.q.r(s inCicated aborre ihe so'lid linc are lir:litecl by a horizontal shearof tOO PSI for floor and '1.15 iines that valic.fof rooi.
a'aLoads indicated betn'cen the sc'lid'line and the dotted linc are for a fibcr
stress of 1400 PSI for floor. a,rcl 1.'15 time thht value for roofs.
3Loacls be'lor,r tlre Coite.l iine arc linrited by cteflection values of l-12.4,C
. for roofs anC 11350 fcr f'loors.
4Table derived frorl Tab'le 7 of Report 72lli-59 by Robert J. Hoy1e.
(
O -r3-
RR 72-48
g9-!!4!L-q!4$l
2(2xl-0) STEELTEI
ROOF
Io7if,.,--.i---i
tptrJ
474
427
356
o a'-t4-
RR 72-48
LOAN SPAN C}IART
3(2x12) sTEEU$l
o
SPITNrrt
FLOOR
IO-A-D-
TF'N
503
45?
378
. 32s
. ROOF
fo[i)
fpTf)
576
519
433
371
326
(
9
10
12
14
1'6
1B
20
.246
174
l1-9
t
'Loads indicated above the solid line are limt'teC by a
PSI for floor anC '1.15 timcs that value for roof.
6?a. 401
17(l
horizontal shear of 100
2loads indicatec! hetrrieen the solid line ancl the clotted line.r.re for a fiber
.stress of i400 PSi for floor and l.l5 tinres that value for roof.
3loads be'lort the dotted line are lirnited by deflection values of L1240for roofs and L/360 for flocrs.
4tnUle derivecl fron Table 7 of Report 72115-59 by Robert J. lloyle.
(
t
-r5-
RR 72_48
IV. BOCA Building Cocle Requirements
a
A. Basic Building Code 1970 as amended 197I
I. Mandatory requirements
Section 7O2.O Design Safe'Load
Section 703.0 Test Safe Load
Section 7O4.O Design Live Lo;rcl
Section 7O7.O Unit Live Loads
Section 7ll.O Roof Loads
Section 803.0 TesLs
Section BO4.O Conclition of Acceptance
Section 828.0 formed Steel Constrr-rction
. Section 853.0 Luncer ancl Timber Construction
Section 1907.0 Approvals Based. on Desj-gn
Sectj-on 1908.0 Approvals Based on Tests
Append.ix B Accepted Engineerj-ng Practice
Appenclix C llaterial Sta.ndards
Appendix D Structural Uni'b Test Stanclards
Appenclix E Structura-l Asscmbly Test Standards
Appendix J Unit Design Dead Loads
Appendix K-4 Steel Rej-nforcement Stresses
Appendix K-5 StrucLural Stee1 SLresses
Ap.oendix K-9 Formed Steel Consl-ruction Stresses
Append.ix K-lO Lumber Stresses
2. Advj-sory reguiremenlus--sections having allied or arnplifying
bearing on the material or conditions.
Section 108.0 Dr,rbies and Porvers of Building Of f.icial
Section 109.0 Rules atrd Regulatj_ons
Sect-ion 705.0 Design Deacl Load
Section BO3.O Tests
Section 853.0 Lurnber and .Iinrlcer Construction
Section 1900.0 Scope
B. Recon',nend.rtion to the Br-rilclii:g Of f icial
. Qualifying Conclitions: I'he foll-orving proci.trcLs are rccomm+:ncleclfor accept.rnce by the cocle ardminj"stral,or or: oh.lre:r aqt|or.i.t:y
htrw-i-nq juriscliction plsyidccl t-lre condit.ion:; set fort-l"r i.n -Liris
rcpor't. ar.ncl in the BocA B.rsic codes (1970 as ;rrn--ncl.:d r97.r) irrc
<)llserved arncl t}.e protluct is j.nsLalled -in conpli;rnce \.rittr t-lle
- 16-
RR 72-48
reguircrnents herein ancl in accorclance vr.ittr the manufclcturer'sspeci.fications noted herein.
Linclal Cedarr }Iomes, Inc. Stcelam composite ryoocl and.steel larninarted beams are recornmencled for use in floor
ancl roof frar"Ting of tight. frame builclings r:nder thefollowing limitations :
Steelam beams are l_imitecl 1-o tiqo noninal .2 x IO,sor tv.fo norninal 2 x I2's each fittecl rvi.th twc fuIIlengths of bean tootlr.ed. steel pfat.es each.
b. The design of Steelam beams must be for uniformlydistri.butecl loads or concentratecl loads ancl in con-
formance \./ith the equations set forth at the encl of' Section III.A,1 of this report. For other J-oacling
, conditions the normal equations for benciing, shear,. and deflection can be useil by.mcclifying the valuesof R 'from those qiven for uniforrrrly distributecl }oacls.
c. Tlpical Loacl-Span tables for uniform loading ancl64 inch center-to-cenLer s.oacing are set forth in. tal:les l and 2 in Section ITf BI of this report,
Identification
(
I.
a.
c.
A11 Steela;n bearns prod.uce d unclernust be labelecl, at the place ofidentifying characteristic,'BOCA
ohn
RECO},IMF,NDED tsY
A,\
this Research Report
manufacture, r*ith the
72-49".
Prepared
BOCA Engineei:ing Consultant
E\TALUATI ON CO}ii\II l'TtrE :
FO est R. Wos , Charirmirn
Datc \tr .. 1
ayr R. Cl.ir j.bol:ne, P.li., Cocle Corre.lauLor - LTOCA Cocles
n-+^ h ''-.4'> - 72-"
RR
-L7-
72-44
EXPI.OOEDvtew
FI6 UKE I TTPICAL TWO
3l;'
o,l06 PLAT€
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ASSF-M-dLgD
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tl
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Iternational Con€rence of BuildinlOfficials
;O SOUTH WORKNI,\N -'llll ROAD
(
WHITTIER, CALIFORNI,{ 90601 TELEPHONE p13) 699-0s41 tt '""'l)
\E/
RECOMMENDATION OF THE RESEARCH
STEELAM LAMINATED BEAMS
LINDAL CEDAR HOMES TNCORPORATED
COMMITTEE
SUBJECT
COMPANY
NAME
ADDRESS
REr'ORT NO.
277I
DATE
November, 1-972
P. 0. Box 8839'
Seattle, fiashington 98178
INTRODUCTION:
At the request of Lindal Cedar Homes, Iuconporated, Seattle,
Washington, the Reseanch Corunittee of the fnte::nationai
Conference of Building Officials has made an exatnination
of the data submitted in connection rn'ith the Steeiam
Laminated Beams.
II . DESCRIPTION: .
The Steelam Bearns are of a composite construc'tion, incor'-
ponating toothed light gauge continuous steel plates 'l'rith
wood joists. The punched steel plates ane cold rol-fed steel
conplying r,rith ASTII /\446' Grade rrBrt, ha*zing a nominal width
of 3 inches and a thickness of 0.106 inches. The plates
are galvanized in accondance with ASTH Designation A-525'
(I .25 oz. class). The plates are punched in a continuous
:repetitive pattern with 3/4-inch long tapered teeth along
each edge, a'ltennately bent at lright angles to each side
of the plate
The teeth fr".re a 2.325-inch module with a 1/2-ineh long
section between the alternating teeth. The teeth have a
width of 3/L6 inches at the face of the plate and taper
I.
(
(
Report No. 2779
o
{
Page 2 I
uniformly to a point.
The laninated beans are cornposed of eithen two 2 by l0-inch
on two 2 by l2-inch Select Stnuctural , or No. Hem-fir
membens. The wood membens are pnessed onto both sides of
a pain of continuous steel plates desc::ibed above, forming
a section approximately 4 by 10 inches or 4 by 12 inches.
Additional wood laminations may be added to the initial
bean section by successively pressing wood membens onto
additional pai::s of the toothed steel plates. The pains
of'plates are designed to be centered 2 inches in from the
top and bottom edges of the wood el-ements. The plates may
be stopped at not more than 12 inehes in fnom each end of
the beams to permit field tnirnrning to length. Thene is
no intenconnection between the upper and lorver steel plates
and the shear in the laminated beams is required to be
nesisted by the wood elements alone. The beha.rior of the
Iaminated beams depends upon the rigidity of the shean
connection that is developed between the wood and steel
through the teeth. The beams are nequired to be assembled
with all bearing areas at supports or points of concentnated
J.oad application hel-d in close alignment to avoid unequal
loading or stress concentrations
The structural characteristics of the l-aminated beam are
dependent upon three methods of l"oad resistance. The
finst method is the rnornent r:eoui:red to bend the two or moue
{
(
o' Re-oort No. 2779 page 3
wood members about thein neutnal axis. The second method.of
t-1 resistance is the moment nequired to bend the steel plates
themselves about their individual honizontal axes. The
thind portion of the applied moment is nesisted by the eccen-
tnicity of the steer- plates about the neutnar axis of
the wood members, which produces axial compression in the
uPper steeL pJ.ate and axial tension in the lower steel
plate
The design of the laminated beams is dependent upon the
load tr"ansfen between the wood ind the steer thnough the
plate teeth. The load slip factor curve fo:r the toothed
plates has been deveroped fon Hem-fir mateniar on the
basis of riboratony tests. This road slip factor is a
{ *easure of the individual tooth slip under var:ious 1oadings
A theoretical analysis ve:rified by test results is the basis
of the ar-}or^rab1e load in Table No. r of this nepont.
Tabre No. r sets forth the allowabre loading in pounds
per foot for beams of vanioua spans
The fol'lowing items r"egarding the fabnication and use of
the beams a:re to be observed:
r. The laminated beams are to be fabnicated in a prant
having the necessary equipment to press the r,rood
rnembers onto the steel_ plates,
. 2. The wood is required to average not more than 15 to 19
percent moisture du:ring the fabnication. i
€
'
d\.
Repont No. 2779
. 3. The laminated beams ane designed for. use
, structures where they are p:rotected from
Dosure to the weather.
Page 4
in covened
direct ex-
4. The beams are not recommended fon installation whene
they would be subject to vibnatory loadings fnom air-
condj-tioning, ventilation, meehanieal equipment, etc.
5. The compnession edge of the beams ane nequired to be
supported laterally by a positive means such as con-
tinuous sheathing connected to each lamination by
- mechanical fasteners, or stayed latenally not to exceed
5 feet 6 inches on centen with soLid blocking, inter-
secting beams, etc. The beams are to be stayed
late::alIy at all points of vertical suppont.
6. The use of fingen-jointed mate:rial in the beams is
subject to the quality control and testing set fonth
unden U.B.C. Standard No. 25-23
7, The plant fabrication of the beams is to be conducted
unden a quality control pnogram appnoved by the Research
Cornmittee, under the inspection of curnent Research
Recomrnendation No. AA-507.
The method of fieLd identification of the laminated beams
is by a starnp indicating the company name, lumber species,
lumber^ gnade, the product name and fCBO Research Report
No.2779.
I]T. EVIDENCE SUBMITTED:
(Tests, analyses and descniptive data ar:e subrnitted.
Repont No. 2779 Page 5
(
IV. RECOMMENDATTON:
That the Steelarn taminated Beams are a satisfactory .
alternate method of construction to that set forth in
the Uniform Building Code, pnovided:
1. The fabrication and use of the beanns eonfonm to Part
II of this report.
2. fne falrication of the beams is unden a guality control
inspeetion program complying with the policies of the
Resea:rch Counittee in conjunction rvith Approved
Inspection Agency AA-507 .
3. The allowable beam loads do not exceed the values set
fonth in Table No. I of this :report
4. The remaining portions of the structu::es are designed
and constructed in accordance with the :requirements
of the Unifonm BuitOing Code..
This recommendation is subject to annual re-examination.
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