HomeMy WebLinkAboutLIONS RIDGE FILING 3 BLOCK 3 LOT 3 LEGALCt'lftl,Jiilt C€lE LOFUE ta
Design Review Board
ACTIOI{ FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel:970.479.2139 far.:970.479.2452
web: www,vailgov,(om
Project Name: GOETZ DRIVEWAY
Project Description:
Participants:
ProjectAddress: 1853 LIONS RIDGE LP VAIL
1853 LIONS RIDGE LOOP A & B
DRB Number: DR8070303
Location:
FINAL APPROVAL TO REPLACE DRIVEWAY SAME FOR SAME
OWNER MYMOND H, GOEIZ REVOCABLE TO7IO3/20O7
RAYMOND H, GOETZ TRUSTEE
4111 E SOUTH STC
LAKEWOOD
cA 90712
APPLICANT MYMOND H. GOETZ REVOCABLE TOTIO3IZOOT
RAYMOND H. GOETZ TRUSTEE
4111 E SOUTH ST C
LAKEWOOD
cA 90712
Legal Description:
Parcel Number:
Lot: 3 Bfock: 3 Subdivision: UON'S RIDGE SUBDIVTION fu
2103-t22-0202-7
Comments:
Motaon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Act.on: STAFFAPR
Date of Approval. O7lO3l2OO7
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
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion.
Planner: Joe Suther DRB Fee Paid: $2O.OO
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1/t rt t,/6 az
Minor Exterior Alterations
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2128 taxi 970.479.2452
web: www.wilgov.com
General InformaUon:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Deparbnent. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design rcview approval lapses untess a building permit is issued and construction commences within
one year of the approval.
s /ap/
Application for Design Review a
nl (l,
o
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(Contact Eagle Co. Assessor at 970-328-8640 for parcel'no.)
-- Name(s) of Owner(s):
aMailinS Address:
- Owner(s) Signature(s):
- /.27-
Location of the Proposal: t-ot: 3 stoct: 5 subdivision:
/ Name of Applicant:
Mailing Address:
atTzi),J{h E-mail Address:
Type of Review and Fee!
D Signs
E Conceptual Review
D New Construction
tr Addition
D Minor Alteration
(multi-family/commercial)
F. Minor Alteration
(single-fam ilyldu plex)
tr Changes to Approved Plans
O Separation Request
'( ct
$50 Plus $1.00 per square foot of total sign area.
No Fee
$650 For construction of a new building or demo/rebuild.
$300 For an addition where square foobge is added to any residential or
commercial building (includes 250 additions & interior conversions).
$250 For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$2f For minor changes to buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Boarc.
No fue
Tr
'*
TOI4A'M
Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Glorado 81657
tel: 970.479.2139 fax: 970.479.2452
web: www.ci.vail.co.us
ProjectName: GOETZTREES DRBNumber: DR8040337
Project Description:
REMOVE COTTONWOOD AND ASPEN TREES, REPLACE WITH ONE PRUNUS VIRGINIA SHUBERT
CRAB APPLE TREE. ADD FOUR CHOKECHERRIES ON THE EAST SIDE OF THE PROPERTY.
Participants:
OWNER MYMOND H. GOETZ REVOCABLE TO7|L9|2OO4 Phone:
MYMOND H. GOETZ TRUSTEE
4111 E SOUTH ST C
LAKEWOOD
cA 90712
License:
APPUCANT MYMOND H. GOETZ REVOCABLE T0219/2004 Phone:
MYMOND H, GOETZ TRUSTEE
4111 E SOUTH ST C
LAKEWOOD
cA 90712
License:
ProjectAddress: 1853 UONS RIDGE LP VAIL Location:
1853 W, UONSRIDGE LOOP
Legal Description: Lot: 3 Block: 3 Subdivision: LION'S RIDGE SUBDIVISION
Parcel Number= 210312202027
Comments: SEE CONDfiONS
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date of Approvat 0713012004
Conditions:
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
is commenced
DRB Fee Paid: $20.00
o
construction of final approval, unless a building permit is issued and
and is diligendy pursued toward completion.
Planner: SLARE sLoAN
:l I Minor Exterior Attera[rs
Application for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.vailgov.com
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. -
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:,?e4cvr ( {.i
uZ&r'/
Physical AdW,/ I s3 C,!
Parcel No.:(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Zoning:
Name(s) of Owner(s):(-/ {.
Mailing Address:ic"rl> 2i
Phone:
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:
74tt-
RECEIVt"
lu-l I y ,r,.;,:r
E-mail Address' .4!t.ctZP i ) v" i t. 4L"
Type of Review and Fee:
Phone:
f.r,
! Signs
I Conceptual Review
fl New Construction
O Addition
$s0
No Fee
$6so
$300
$2s0
$20
Plus $1.00 per square foot of total sign area.
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements/ such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
$20 For revisions to plans already approved by Planning Staff or the
Design Review Board.
No Fee
ffi
tr
tr
Minor Alteration
(multi-family/commercial)
Minor Alteration
(single-family/duplex)
Changes to Approved Plans
Separation Request
Page 1 of r2l04l2\l04
@
TOhNImI/AA.t/
MINOR EXTERIOR ALTERATIONS
TO BUILDING AND SITE IMPROVEMENTS
SUBMITTAL REQUIREMENTS
General Information:
This application is required for proposals involving minor exterior alterations and/or site
improvements. Proposals to add landscaping do not require DRB approval unless they involve
the addition of patios, water features, grading, or the addition of retaining walls.
I. SUBMITTAL REQUIREMENTS**
D All pages of Application is complete Q Checklist is completed and signed
[I.. Stamped Topographic Survey*, if applicable E Site and Grading Plan*, if applicable U Landscape Planx, if applicable O Architectural Elevations*, if applicable D Exterior color and material samples and specifications.O Architectural Floor Plans*, if applicable tr Lighting Plan* and Cut-sheet(s) for proposed flxtures, if applicable
tr -Title report, including Schedules A & B to verify ownership and easementsx
M Photos of the existing site and adjacent structures, where applicable.tr Written approval from a condominium association, landlord, and joint owner, if
applicable
Q Site-specific Geological Hazard Report, if applicable*A The Administrator and/or DRB may require the submission of additional plans,
drawings, specifications, samples and other materials (including a model) if deemed
necessary to determine whether a project will comply with Design Guidelines or if the
intent of the orooosal is not clearlv indicated.
{ Please submil three (3) copies of the malerials noted with an asterisk (*).
x*For interior conversions with no exterior chanoes, the submittal requirements include a
complete set of existing and proposed floor plans, a title repoft, and written approval from a
condominium association, landlord, and joint owner, if applicable.
I have read and understand the above listed submittal requirements:
/.Project name': L7 ( t-72- ,t<c:-€ t l)t"vi^r'
Contractor Signature ?"/*
Datesagned 7- '/ '("''/
JOINT PROPERTY OWNER
WRITTEN APPROVAL LETTER
I, (print name
CvtPta<-
a joint owner of property located at (address/legal
description)
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
7 / -c1/
(Date)
Page 2 of t2104128104
PROPOSED LANDSCAPING
Botanical Name Ouantity Size
_Srr""-PR.P.SED'*"t fu-lr-ltu.lt +t4
AND SHRUBS
,/,rrr__L
DCSTING TREES
TO BE REMOVED
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Minimum Requirements for Landscaping:Deciduous Trees - 2" Caliper
Coniferous Trees - 6'in heiqht
Shrubs - 5 Gal.
Tvpe Square Footaqe
GROUND COVER
SOD
SEED
IRRIGANON
TYPE OF EROSION CONTROL
Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.)
Common Name
PageT of L2l04l2gl04
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Design Review Board
ACTION FORM
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479.2139 faxi 970.479.2452
web: www.ci.vail.co.us
Project Name: GOETZ REPAINT DRB Number: DR8040263
Project Description:
REPAINT DUPLEX AS INDICATED ON PHOTO SIMULATION AND 'PROPOSED MATERIALS' PAGE
Pafticipants:
OWNER MYMOND H. GoETZ REVOCABLE T06/16/2004 Phone:
MYMOND H. GOETZ TRUSTEE
4111 E SOUTH ST C
LAKEWOOD
cA 90712
License:
APPLICANT RAYMOND H. GOETZ REVOCABLE T06/16/2004 Phone:
RAYMOND H. GOETZ TRUSTEE
4111 E SOUTH ST C
LAKEWOOD
cA 90712
License:
Project Address: 1853 LIONS RIDGE LP VAIL Locationr lB53 LIoNS RrDcE Loop
Legal Descriptioni Lot: 3 Block: 3 Subdivision: LION'S RIDGE SUBDIVISION
Parcel Numben 210312202027
Comments: SEE CONDnONS
BOARD/STAFF ACTION
Motion Byr Action: STAFFAPR
Second Byi Votei DateofApprovalz 06/2912004
Conditionsr
Cond: 8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: 202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
O
and is diligently pursued toward completion.
Planner: CI^ARE SLOAII DRB Fee Paid: 32O.OO
IOI4NM
Application for Design Review
Depatment of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel: 970.479 .2L39 f ax: 970.479.2452
web: www.ci.vail.co.us
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. please
refer to the submittal requirements for the particular approval that is requested. An application for Design Review
cannot be accepted until all required information is received by the Community Development Department. The
project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design review approval lapses unless a building permit is issued and construction commences within
one year of the approval.
Description of the Request:
RECt tVI tr
'tj
Location of the Proposa
Physical Address:
Parcel No.l
Subdivision: Lrb,^o l: Lot: 3 Block:3
'))/'>iD/-,.L1,r,/+,,76t/
Zoning:
, ? 0 <0 A ? ) /, (Contact Eagte Co. Assessor at 970-328-8640 for parcet no.)?/t -7103 177020.278 2to3/220A0/6
1 ,/'
Name(s) of owner(s): "z1eV Q 0 f-7'+
Mailing Address:
-A^/ f
*L {b) +
Owner(s) Signature(s):
Name of Applicant:
Mailing Address:fz
E-maif Address: &OCLtN tl Vi t'
Type of Review and Fee:
tr Signs
E Conceptual Review
! New Construction
tr Addition
tr Minor Alteration
(multi-family/commercial)
$50 Plus $1.00 per square foot of total sign area.
No Fee
\ t',,tlnor. Alteration
\ngle-family/duplex)
$6s0
$300
$250
(v)
$20
No Fee
tr
D
Changes to Approved Plans
Separation Request
For construction of a new building or demo/rebuild.
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions).
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
rerooflng, painting, window additions, landscaping, fences and
retaining walls, etc.
For revisions to plans already approved by Planning Staff or the
Desion Review Board.
For Offic
Fee Paid:
@
TOilN OFMIil'/
I, (print name)
description)
JOINT PROPERW OWNER
WRITTEN APPROVAL LETTER
,t/+.,
1 yw^J Oor4 lr la?
, a joint owner of property located at (address/legal
provide this letter as written approval of the plans dated which have
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvements include:
I further understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
(Signature)(Date)
Page 2 of I2l02lO7l02
PROPOSED MATERIALS
Tvpe of Material Buildino Materials
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
Color
/
huc Eoat -en+,"Sil 6 /66 6'cctPs{
>7uc''D ,8d ft+sm/l optc.gC gg /,wtq/llurre_
to uo Eoau 9n, t S n) 3 Oq? Gawnuyfu
S LJ /, / 73 t-lyJy"4to't,
,rl1Y
t)fA
,ulA
,,,//-
ac gg /^totatL/qrrY'
,.1 t'
Notes: B\AZOATy O l,tzl-i,W|j
Ar,lO F<on|- f7l9r l-SAt-tr fu t00tc ,-tke- 0
Please specify the manufacturer's'name, the color na-me'and nuniber and attach a color chip.
wauv/7 y
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Page 6 of 12102107102
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tr Existing and proposed contour lines. Retaining walls shall be included with the top of wall and the
bottom of wall elevations noted.
Architectural Floor Plans:f Scale of 1/8" = 1'or larger; 1/4" is preferred
: Floor plans of the proposed development drawn to scale and fully dimensioned. Floor plans and
building elevations must be drawn at the same scale.r Clearly indicate on the floor plans the inside face of the exterior structural walls of the building.l Label floor plans to indicate the proposed floor area use (i.e. bedroom, kitchen, etc.).r One set oF floor plans must be "red-lined" indicating how the gross residential floor area (GRFA) was
calculated. See Title 12, Chapter 15 - Gross Residential Floor Area for regulations.
r Provide dimensions of all roof eaves and overhanos.
Architectural Elevations:: Scale of 1/8" = 1'or larger; 1/4" is preferred
l All elevations of the proposed development drawn to scale and fully dimensioned. The elevation
drawings must show both existing and finished grades. Floor plans and building elevations must be
drawn at the same scale.r If building faces are proposed at angles not represented well on the normal building elevations, show
these faces also.
: Elevations shall show proposed finished elevation of floors and roofs on all levels.
l All exterior materials and colors shall be specified on the elevations.
r The following shall be shown graphically and fully dimensioned: fascia, trim, railings, chimney caps,
meter locations, and window details.r Show all proposed exterior lighting fixtures on the building.r illustrate all decks, porches and balconies.f Indicate the roof and building drainage system (i.e. gutters and downspouts).r Indicate all rooftop mechanical systems and all other roof structures, if applicable.
f, Illustrate proposed building height elevation on roof lines and ridges. These elevations should
coordinate with the finished floor elevations and the datum used for the survey.
o Exterior color and material samples shall be submitted to staff and presented at the Design Review
Board meeting.
Lighting Plan:o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous area
o Attach a cut sheet for each proposed fixture.
II. IMPROVEMENT LOCATION CERTIFICATE (ILC)
Once a building permit has been issued, and construction is undenruay, and before the Building
Department will schedule a framing inspection, two copies of an Improvement Location
Certificate survey (ILC) stamped by a registered professional engineer must be submitted. The
following information must be provided on the ILC:
o Basis of bearing and tie to section corner E All property pins found or set o Building location(s) with ties to property corners (ie. distances and angles)
a Building dimensions, including decks and balconies, to the nearest tenth of a foot
o Building and garage floor elevations and all roof ridge and eave line elevations
o All drainage and utility service line as-builts, showing type of material, size and exact location
c All easements
Page 5 of 72102/07102
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STAFF APPRO'AL
DESIGN ReVtetnr -
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STAFF:- *('-5
EM
TOWN OF VAIL
75 S. FRO}TTAGE ROAD
VAIIJ, CO 8L657
970-479-2t38
APPLICAI{T
': -'_'I'j'RACTOR
OWNER
iIOb AddrCSS: 1853 LIONS RIDGE LP
IJocati_on...: 1853 LIONS RIDEG LOOP Parcel No. . : 2tO3-1-22-02-027
Project No. : PRiI9B-0159
L c.t3
DEPARTMEI{T OF COMMIJNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON,JOBSITE AT AIJIJ TIMES
ADD/ALT MF BUILD PERMTT permit. #: B98 -0241,
Ly' iv^'-
StaEus. .
Applied.
Issued..
E>cpires.
0l\c-3 t n,^y 3,"r
ISSI'ED
08/24/]-998
09/or/]-998
02/28/1_999
RUSTY SPIKE ENTERPRISES , vArL, co B16sB' D-a+t gt1-
RUSTY SPIKE EIVTERPRTSES , vArL, co 91559
JENNINGS JEB
Phone.: 3034764374
Phone: 3o34764374
Occupancy:
T)pe Constructlon:
Type Occupancy:
VaIuaLion:
Fireplace Informatsion: Restrj.ct.ed: Y *of wood/Paltet:
Building----->
Plan check- - - >
InvesLigaL ion >
wi,11 Call,---->
R6sLuarant Plan Revielr- - >
DRB Fe€-- --- ---
Recreation Fee- -- ----- -->
cl.an-Up Dcpodit-------- >
Total Calculated Fees- - - >
AddiLional FeeB-------- >
Total Pe!_rni E Fee-------->
Pa).ments-------
580. OO
37?.00
.oo
3.00
1,31O.00
.00
1,31O-Oo
1,310.00
. o0
Description: TOV,/Cclmm, DgV.REMODEL KTTCHEN AND BATH,ADD BATH,WTNDOWS AND DOORglea.r.,rp ilepcsit Refund R1 Multi-Family VN TypeVNon-Rated
67,900
*of ca6 Appliances:
Add
,00
100.00
.00
250.O0
1,310.O0
ap1'rntregf
ElxLiU rrt
sq Ft'ij;ie
#of cas Logs:
ITEM: O51OO BUIIJDING DEPARTI4ENT 08/.24/.1998 .lRM Action: NOTE PIJANS TO 08/24/1,998 JRM Act.ion: AppR APPROVED IEEM: -O54OO PI.,ANNING DEPARTME}TT 08/24/]-998 JRM Action: NOTE PTANS TO O8/L3/L998 .JRM ACIiON: APPR APPROVED rICM: O55OO FIRE DEPARTI'IENT OB/24/L998 JwI AcEion: APPR N/A IICM: 055OO PUBLIC WORKS oB/24/L998 .fRM Action: AppR N/A
DepL: BUILDING Divi-sion:
,JRM-
JRM
Dept, : PLANNING Division:
PI,ANNER
PER G RUTHER Dept: FIRE Division:
DepE: PI'B WORK Division:
See Page 2 of this Document for any conditions thaE may apply Eo Ehis permlt.
DECI,ARATIONS
I }"lreby acknowledge that I hav6 lead this applicaLion, filIed our in fuII tshe information lcquircd, complcEed En accurate ploE
pl.an, and 6taEe lhats all tshc informetion plovidad a6 r€quir€d i6 correc!. I aglee !o comply with the i.nformation and plot p1an,
to cohpLy witsh aII Town oldinanccs and ECaEe 1aw6, End to build this at.lucturc according tso thc Toi"rn's zoning and gubdivieion
codes, design levicw approvcd, Uniform Building Code and othe! ordinanccs of thc rown -applicable Lhereto.
REQUESTS FOR INSPECTIONS SHAI,I, BE MA-OE TWENTY.FOUR HOURS IN ADVANCE BY
Send Clean-Up Dcpo€it To: RU9TY SPIKE
I
f ,o ",",,r J o I 7 3 o'BHH"?i xiil,;:il;Iil'F5#t ' \ro? - 122 - Ol- O27 oernz f/)+/?8
Block
?fJql-cg-.?
, APPLTCATTON MUST BE FTLLED OUT COl,tptETELy OR IT I,fAy NOT BE ACCEpTED
Ib***************************** PERMIT TNFoRMATION *****************************tl ./ ./' '|k{-zuirding g 4-nrurnuing g/-ntectricat [ -J-Mechanical [ ] -other
Job Address:
owners Nane:
Architect:
General Description:
Number of Dwelling Units:
BUTLDING PERMTT FEE:
PLUMBING PERMIT FEEs
MECHANICAL PERUTT FEE:
EI.ECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
PER]'IIT /I
Filing SUBDIVI S ION :
Address:2//
Address:
Ph.
Ph.
";-/ 2 e^'t 4,<^ e.<,L.4'1-
Nurnber of Accommodatlon Units:
1 1in"p.ir 1 'ti{;:?*
N.umber and TvDe of Fireplaces: Gas Appliances_ cas Logs_ wood/pellet__v
{***********;t'*t'*
***************** VALUATTONS *********************************
P!_L!!ING: {-2.c'c, .t ELEcrRrcAr.,z $ ,fJ;,'o. orHER: $
- PLull-BINGz $ p,iz..,: MECHANICALz$ffi- fOrAi, $-W
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ToTAL:$ 6-
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i;f::: ,*,i.,i,^i|::; f,ll*':ii:')l'J-,B,iil:iif.l':,fi' ::T^o.{..:ti1. Res. No.!!p p_
| :rk-,rfri L:-'/ (' Phone Number: ,2.,_ ...nt.s-1117
Erectricat contra'- 44241--2^F9Q. ntC'
Adrrrcqq , 1,:\?,.. ".1t,. 4f^kE1t: glf ltorr of vair Reg. No. //2 /:.Address: 1r)J ze,vto rr l"* r+ffi l ;h;;"-;"r;;;'3'U'i'.ffi
Plunbing Contractor: .4 iilH::? ';I'ii:",rr .::::^"s..y:11 Res. No r t?t Phone Nurnber: f Z, - I ls -.rs6
Mechanical Contractor
Address:
'i * * * * * * * * * * * * * * * 'l * * * * * * * * * * * * * * * FOR O usE *******************************
--/ Town of vail Req. NO. f / "/4lU
phone Number: ,t:iU.Z-, T_
BUTLDING PI,AN CHECK FEE:
PLI'MBING PI,AN CHECK FEE:
MECHANICAL PIAN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
BUTLDTNG:
STGNATURE:
ZONING:
SIGNATURE:
l/,- --2' C.t 7t eJ
Cornments:
CLEAN I'P DEPOSIT NTrorO TO:
fr *-4V 'S'rr;l*;
, TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
,TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1994
WHEN A ''PUBLIC WAY PERMIT'IS REQUIRED
NO
l/
t/
r/
t/
1)
2)
Job Name:
Date:
Please answer the lollowing questionnaire regarding the need for a "public Way permit":
YES
ls this a new residence?
ls demolition work being performed
that requires the use of lhe right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls different aocess needed lo site
other than existing driveway?
ls any drainage work being done
affeOing the right of way, easemenls,
or public property?
3)
4)
5)
6)
/
/
'/
,/
//
7) ls a "Revocable Right Of Way permit"
required?
8) A. ls the right of way, easemenls 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?
read and answered allthe above questions.
!f_V9u- alswered yes to any of lhese questions, a "Public Way permit' must be obtained.?ublic Way Permit' applicalions may be obtained at the public Work's otfice or at C9.1{1u1itf Development. lf you have-any questions ptease cail Cna1ie Davis, rhe Town of Vail Construction Inspector, al479-215g.
ols Sig
75 soulh lronlaEe road
Yail, cotorado 81657
(3031 479-2L.38 ot 479-2t39
TO:
rROM:
DATE:
SURTECT:
offlce ol communlly deyelopmenl
ALL CONTRACTORS CURRENTLYL REGISTERED TVISTI TTIE TOWN OF VAIL
TOWN OF VAIL puBLrc WoRKS/COMMUNTTV DE\ELOPMENT
MARCH 15, 1988
CONSTRUCTION PARKING & MATERIAL STORAGE
Rea
Y
rn summary, ordi-nance No. 6 states that it is unrawfur for any person to litter, track or deposit ;t-=;ifl-"I"L, sand, debris or material, including-trash bunpsters, portabre toilets and workmen vehictes, !pon. any srreetl siaewail;;ii"y or public place or any portion theieof. rtr" right-of-way on arr Town of vail stre:ets and.ISug= is approxi..i"iy-s-ia.*lri pavernenr.This ordi-nance wir] re.;tri;ii;"enforced by the Town of Vair Public w'rks Departnent. p"rs6ns found ,i6r"Ii"q this ordinance wilt be cJiven a 24 hour r.ii;;;";oii""-ti*;;;;"=.id rnareriar.fn the errent the person so notified.does not comply with the notice w'ithin the-24 hour.tinre-specified, the putlic works Deparrme,or erilr rehove said marei:."i-"i-ih;";"il;"e of person notified' The nrovi=i"ns-or-tnil ".ainance sharr. not be applicable to clnstruction, nainienange or repair projects of any street or alley or any utilit:.es in the right_a_way.
To review ordinance No. e in ful', prease stop by the Town of :::1"::il:i"3""if,if*:$":4"";;;i" a copv- *rani vou ror vour
u--.l-"4 U--rv (i.e. contiactor, ohrner)
d and acknowledged by:
I
75 3outh lrontage rosd
Yell, colorado 81657
(303) 47+2138
(303) 4792139
oftice of community development
NOTTCE TO CONTRACTORS,/OIINER BUTLDERS
Effective June 20, r99r, the Town of vail Buirding Department has developed the f ol-lowing procedures to ensure that new construction sites have adequatery establ-r-shed proper drainage from building sites aLong and adjacent to Town of Vail roads or screecs.
The Town of vail Pubric works Department will be required to inspect and approve drainage adjacent to Town of vail roads or streets and the installation of temporary or permanent culverts at accesg points from the road or street on to the construction site.such approvar must be obt.ained prior to any request for inspection by the Town of VaiL Building Department for f oot j.nos nr rcmn^r2r'erectrical or any orher inspection. ptease .^ii 'hi-1i'00 ";;
request an inspection from the public works Department. AlLow a minimum of 24 hour noti-ce.
Also, the Town of Vair publrc works Department wil-r be approving al l f inar drainage and cul."'erL i-nstal-l-ation with resuf tinq road
n:rr-lri nrr rc n6lr6cc1rlr eir^F. I -..^! l^^o.o rrcucsSd.!!. such approval must be obtained pri-or to Final Certificate of Occupancv issuance.
75 Bouth t?onl.ge road
Ytil, colorado 81657
(303) 479-2138 or 479-2L39 ottlcc ot communlty devalopmell
BUILDING PERIiIT ISSUANCE TIME FMNE
If this peryit lequi,res a Town of Vail Fire Department Approval,Ensineer''s (pubii. pIItl review una ipp"ouui,-i piiii,iini'b"p."t .nt review or Hea'l th Deoartment revi ew,
-rni'.-""ui.; ;i-;il;";rir ot ng
l3r?[*E.h"ll: "'.i'uted time ro"'u-iotur ""ui.r,"iluv"i.il'u, rons
All commerciar (rarge or sma'[) and alr mu]ti-family permits wi,have to follow the ibove renti6n"J-mi*.iru, requirements. Residentiar and small projects shourd take a resser amount of time. However, if residential or smaller.projects impact the various above mentioned departments with reqard to-necessai"y "evi"r,-il',.r" i".j..il' ruy also take the three week per.iod.
Every attempt will be made by this department to expedite this pemit as soon as possible. - - Yv v^rEs' eE r''
l:-jl. undersigned, understand the plan check procedure and time T rame .
r
Shdet was turned- iiTo r Date l,.lo y Development Department.
TOWN OF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 8L557
970 -47 9 -2L38
DEPARTMENT OF COMMI]NITY DEVELOPMENT
NOTE:THIS PERMIT MUST BE POSTED
MECIANICAL PERMIT
ON ,JOBSITE AT ALL TIMES
Permit #: M98-0161
Job Address...:
L.,ocaEion......:
Parcel No. ....:Project Number:
]-853 LIONS RIDGE
]"853 LIONS RIDGE
2L03-L22-02-027
PR,J98 - 0l_59
I
-a a, 'tL LP <-rt"'l - Status...: ISSUED
LOOP App1ied..: 08/24/L998
Issued. . . : 09/01-/L998
E4)ires - .: o2/28/L999
APPLICA}TT
CONTRACTOR
OhINER
Description:
BEAVER CREEK PLUMBING
P O BOX 625, AVON CO,
BEAVER CREEK PLI]MBING
P O BOX 625, AVON CO,
.jENNINGS 'JEB
& HEAT Phone:
970-390-4312 PHIL BArN 81620
& HEAT Phone:
970-390-431,2 PHrL BArN 8]-620
Valuation:
97 0 -47L-4850
97 0 -47L-4850
900.00
*of wood/Pallec i
INTERIOR REMODEL MECH?
Eireplace Informa!.ion: Rest!icled: y #Of ca8 Appliances I
FEE SUI4MARY
.00 Tota] calculaLed Fe",'---,
.o0 Additiodal Fees---------> .00
2a.00 Total Pernil Fee--------> 28.00
#of cas t,ogs:
PayinenE6--------
BALANCE DUE-.. -
l'lechani.cal--->
PIan Check -->
I nveaEigacion >
wi,11 call---->
20 .00 Regtuarant Plan Revietr-->
5,00 DRB Fee-------
.OO TOTAL FEES... - -
3.00 29. o0
.00
IIEM: O51OO BUILDING DEPARTMENT DEPT: BUII,DING DJ.V1SiON:o8/24/L998 JFJ|I Action: APPR APPROVED ,lRlvl-IT6M:'O55OO FIRE DEPARTMEI{T DEPt: FTRE DiViSiON:08/24/1998 JRM Action: APPR N/A
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
COMBUSTION AIR IS REOUIRED PER SEC. 607 OF THE 1991 IJMC.
INSTALLATION MUST CONFORM TO MANUFACTI]RES INSTRUCTIONS AND .I'O APPENDIX CHAPTER 21 OF THE 199]. IJMC.
GAS APPLIANCES SHALL., BE VEIilIED ACCORDING TO CHAPTER 9 AND
SHALL TERMINATE AS SPECIFIED TN SEC.9O5 OF THE 1991 UMC.
ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH SEC.5O5 AND 703 0F THE 1991 lrMC.BOII,ERS SHALL BE MOI'NTED ON FLOORS OF NONCOMBUSTIBLE CONST.
IJNLESS LISTED FOR MOUI{TING ON COMBUSTTBLE FLOORING.
PERMIT,PI,ANS AND CODE ANALYSIS MIUST BE POSTED IN MECIIANICAL
ROOM PRTOR TO AN INSPECTION REQI]EST.
DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER
SUPPLY BOILERS S}IALL BE EOUIPPED WITH A FLOOR DRAIN PER SEC,2119 oF THE i-991 uMc.
********************************************************************************
DECLARATIONS
I hereby acknowlcdgc thaE I havc lead this appLicatsion, fil1ed our in fu11 the infonna!ion lequiled, cornpleted an accurate plot
plan, rnd a!aE. thats all the informatlon providcd a6 rGqullad la corrcc!. tr agr.c co conpl.y irith thE infonnat.ion and plot p1an,
to comply rllh all Town ordlttanc6s and Elate laes, and tso build tshi6 slrucgurc according to t'he Town,a zoning and 6ubdivi6ion
codca, deBign levioe, approv€d, Unlforn Buildi.ng cod€ and oEhcr ordlnanc€B of Che Town appllcablo theleto.
REQUESTS FOR INSPESIIONS SHALL BE MADE TWEMTY- FOUR HOURS
SIOIIAIURE OF OWNER OR COMIRACIOR FOR HTMSEI,F AND OI^INER
TOWN OF VAIL
75 S. FRO}fTAGE ROAD 'y'ArL, co 8L657
970 -479 -2L38
Electrical_-->'t2,oo
DRB Fcc ,00
InvesEigation> -oo
3.00
75.00
DEPARTT"IENT OF COMMIJNITY DEVELOPMENI
NOTE: THIS PERMIT MUST BE POSTED
ELECTRICAL PERMTT
iTOb AddrESS: 1853 LIONS RIDGE LP
Location...: 1853 LrONS RIDGE LOOP
Parcel No. . : 2L03-A22-O2-027 Proiect No. : PRJ98-0159
ON .]OBSITE AT ALL TIMES
Permit #: E9B-0196
Status...: ISSUED
Applied. . : 08/24/1,998 Issued...: 09/OI/]-998
Expires. . : 02/28/a999
APPLICANT A. .J. ELECTRIC PhONE: 970 _390-3258
2103 ZEMATT LANE, UNrT 2l-03-A, VArL, CO 81657
CONTRACTOR A. ,f . ELECTRIC Phone: 970-390 -3258
2103 ZEMATT LANE, UNrT 2103-A, VArL, CO 81557
OWNER JENNINGS 'JEB
DescripLion: ELECTRICAL FOR REMODEL Valuati-on:3,500.00
FEE SUI1MARY
Total calculatsed Fees- - - >
Additional FeeE------
Total Permit Fee-----___>
Pa),.menls--------
75.00
.oo
?s.oo
75 ,00
BAI,ANCE DUE.... - . OO
Item: 06000 ELECTRICAL DEPARTMENT Dept: BUTLDTNG Division:
08/2411.998 .TRM ACTiON: APPR APPROVED JRI"T iEam" ose oo-r'inE DEpARTT4ENT Dept.: FIRE Diwlsion:
08/24/L998 JRM Act.ion: APPR N/A
1. FIELD INSPECTIONS
CONDITION
ARE REQUIRED TO
OF APPROVAL
CHECK FOR CODE COMPLIANCE.
DECLARATIONS
I hereby acknov.lcdge that I have lead this appLication, filled ouE in full the info!-naiion lcquired, completed an accurate Plol
p1an, and state thaE al.] thc information providcd aB required is colrect. I agree !o comply witsh the infornation and plot Ptan,
!o conply with all Town ordinance6 and BEale fawe, and Lo build tshis EClucture accor:ding to the Town's zoning and subdivision
codes, design review approved, Uniform Building Code and oEhe! ordinances of lhe Tonn aPPIicable thereto.
REQUESTS FOR INSPECTIONS S}IALL BE MADE TWENTY-FOUR HOURS IN AD!?NCE BY
TOlrlN OF VAIL,,
75 S. FRONTAGE ROAD
VAIIJ, CO 8L557
970-479 -2L38
APPLICAIVT
Cf)TTRACTOR
OWNER
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON
PLIJMBING PERMIT
JOBSITE AT ALI-, TIMES
Permit #: P98-0109
ilob Address:
Location - - . :
Parcel- No. . :Project No.:
1853 LIONS RIDGE LP
1853 LIONS RIDGE LOOP
2LO3 -L22 -02 - 027
PRJ98-0159
Status. .
Applied.
fssued..
Expires.
: ISSUED
: O8/2a/1998 : O9/OL/1998 : 02/28/L999
BEAVER CREEK PLUMBING & HEAT
P O BOX 625, AVON CO, 970-390-4312
BEAVER CREEK PLIJMBING & HEAT
P O BOX 525, AVON CO, 970-390-43L2
,JENNINGS .JEB
Phone:
PHIL BAIN 8T620
Phone:
PHII., BAIN 81,620
VafuaEion:
970-471,-4850
97 0 -47L -4 B5 0
8,500.00
FEE SUMMARY
DCSCTIPTJ-ON: PI,UMBING FOR REMODEL ADDING BATH
Plumbing----->
Plan cbeck-- ->
Investigation>
will call---->
Restuarant Plan Review- - >
TOTAIJ FEES-
Total calculaLed rees- - - >
Addifional Fees--------->
Total PermiL Fee-------->
135 .00
33 ,75
.00
.00
7'l L -'t E
r'tt.7s
.00
171.75
Pa)menE6- ------ - 171.75
BAI.ANCE DUE. -.. . OO
Item:05100
o8 /24/]-998 Item:05500
BUILDING DEPARTT"IENT DEPT RM ACTiON: APPR APPROVED .]RI"I-'JRM RM AcLion: APPR FIRE DEPARTMENT
BUILDING Division:
FIRE Division:Dept oe/24/L998JRM Act.ion: APPR N/A
1".2.
CONDITION OF APPROVAL
FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPI,IANCE.FIRE DEPARTMENT APPROVAL-IS REOUIRED BEFORE ANY WORK CAN BE
STARTED.
DECI-'ARATIONS
I hereby acknowledge tha! I havc rcad thiE appLication, filled our in ful1 the infonflatsion fequited, complct.cd an accurate PIot
pl,an, and 6EaEe thats all tshe informacion provided ae requircd i6 correct. I agr€e to comply wiLh the infolrnaLion and plot plan,
to coltlply with all Tolrn ordi.nances and €t'atse 1aos, and to build lhiB structure according to Ehe To!"m's zoning and 6ubdivision
codee, de6ign rcvi.€!, approved, Uniform Building code and oLhe! ordinanccB of lhe ?own applicable thereto.
RFQI'fSTS FOR INSPESTIONS STTALL BE MAIE TWENTY.FOUR HOURS IN ADVANCE BY TE OM er0t0 AM S: oo PM
HIMSELF AND OWNNR
I
es ign Review Action Form
TOWN OFVAIL
Prqicct Name: Jennings Residence Remodel
Projcct Dcscription: Interior remodel with additional exterior windows and sliding door
Owncr. Addrcss and Phone:Jeb Jennings, PO Box 2575, Vail
Architect/Contact. Address and Phone: Same
Project Street Address:
Legal Description:
Parccl Number:
Commcnts:
1853 Lion's Ridge Loop
Lot 3, Block 3, Lion's Ridge #3
Building Name:
Motion by: N/A
Scconded by: NiA
Vote: N/A
Conditions: Materials & colors to match existing
Town Planner': Brent Wilson
Date: June 23. 1998
Board / Staff Action
Action: StaffApproval
I :\liVERYONE\DRB\APPROVAI-\98\lEB.l trNNCi.62-r
DRB Fee Pre-Paid: $50.00
Tlrql'<>tr1
Ll)\/l ron nlcnror L. onl|l usstol.t. Lrcsrgn r(ol'tclY |'oaro approyilt cxplrcs onc year altct'nnat appr(}vnHrnlrss{
lrrrittlingpolnritisissucrlandconstluctionisstalted.. f,!f(-r'.,o1. coJwe i,f toJ (ftSS'.
G NNERAI- INFORN{,A.TION
'l'his applicatiou is lbl arry pro-icct rcquiring Desigr Rcvicrv apprcval. Any proicct rcquiring dcsign rcvicrv nrust
rcccive Dcsign Rcvicrv approval prior to subrnitting for a building pcrnrit. For spccilic intbrrlation. scc thc subnrittal
rcquircnrcnts lbl thc particular apploval that is rcclucstctl. 'l lrc applicatiorl carulot bc acccpted until all thc requirctl
infblnration issubnrittcd. Thc pro.iect rnay also need to bc rcvicrvcd by the Torvn C_oq4cil and/orthc Planningand
Euvironnrcrrtal Clornnrission. Design Rcviov Board applov:r.l cxpircs onc ye ear aftcr'final an pprovalt nlcssi
DESCRIPl rON OF'r'trE REQU[S1':
/:\--
le * ool el *, .lu d, iv.,\tlLhe bafhloorns
{h ovi ,\
. -t-
t^,/ ( |
l.R
B. LOCATION OF PROPOSAT-: LOT:_ BI,OCK: 7 FILING:
PIIYSICALADDRESS: 191 L:ahs rJ4< Looo
PAR('EL#: OilOfqJ (C'ontact Eaglc Co. Asscssors Of'tlcc at 970-32tt-1t610 for parccl #)
ZONINIi:Crr,, t,
NAME OF O!\4.,IER(S): J. t:7l ?utvrih Jef,r,,rr
MAII-lNCi ADDRLISS: F O
C)NE:
Qucstions? ff,. Planning Staffat 479-2l2lt
A PP I.,I CA'I'ION IiOII D BSICN REV I EW APPIIOVAI,
€u.n i
PFTONE: +16 6 66 7
('orrstnrctiou ol'r rlcw brrilding.
Iucludcs any addition rvlrclc squarc filotagc is arldcd to any rcsidcntial or'
conrrncrciaI bui ltling.
Inr:lrrtlcs ttriuor clrarrgcs to buildings atrd sitc inrprovcnrcuts, such as,
lcroofing, painting, *,inrlou,addrtions, landscaping, l-cnccs and rctaining
rvalls, ctc.
D.
F,
(r.
B
l)o
'1 ,
()wNDn(s) SIGNA'l'URri(s):
NANIE 0F APPLICT\N-l:t '(J
MAILINC AI)DtTHSS:
H.I'YPE OI. ITEVIEW AND FEE:
E Nov Clonstluction - $200
(,lrtctirio" -
f rrlriun, r\ltcration
$s0
$20
Dt{ll fccs alc to bc pai(l at thc tirnc ofsLrbnrittal. l.atcr. rvhcn applying tbr a building pcrnrit, plcase idcntity
thc accuratc valuation of thc proicct, Thc Torvu of Vail rvill adjrrst the lcc according to thc projcct valuation.
PLEASE STJBI\{lT THIS APPI,TCATTON, ALr, SUBN{r'r'rAL nEQUTRETVTENTS AND TI{O F'tiE'rO'rI{U
DF],PARTIIIIiNT OF COlVII\{UNITY DD\/EI,OPN,IDNT, 75 SOI"JTII FITONTAGIi ITOAD.
vArL. c0LoI{ADO til657.
TOl/rN OF VAIL
kw
T]UILDINC MATERIAT,S:g*
Roof \'/ tn'
Siding
()tlrcr Wall Materials
Fascia
So f'tl ts
Windorvs
Windorv Trinr
Doors
Dool Trinr
l{anrl or Dcck Rails
Flues
Flushings
Chinrncys
'[ r'ash Ilnclosru'cs
Clccrrlrouscs
Rctairring Walls
Ilxtclior l-ighting* *
Othcr
I-IST OF PROPOSED IVIATERIALS
I Mftf- rov -P L? I '
oe ? ( rY-BE-Q[-|v!A'IERIAL:
powS
btJ c?
COLOR:t
Ar, r,lzt 5 ort Vi a r(out -WrrJ---
* Plcasc specily the nranufacturcr's color. nutnbcr and attach a snrall color chip
*+ All cxtcrior lighting nrust nreet the Torvn's Lighting Ordinance 18.54.050(J). Ifcxtcrior lighting is proposcd.
plcasc indicatc thc nunrbel of flxturcs and locations on a separate lighting plan. ldentity each fixtru'c fypc zutd provide
thc hcigtrt abovc gradc, lunrcns output. lutninous arca, and attach a cut shcct of thc lighting lixttres.
Updatcd 5/97
TOWN OF' VAIL
75 S. FRONTAGE ROAD vArL, co 81657
97 0-47 9-2138
O por-rrt i;-D
4/rr/?Z
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT
eoo/elr sFR BUILD PERMIT permit #:
/-r, 6,' -) . \' /
L, uu. ,,;L-r' /, '.)
2
/Lz- t-/-
,''/; d-iL1 )
iYa-{-<-
ALL TIMES
897-0051
APPLICANT DON WHITE
304 BRIDGE ST,
CONTRACTOR DON WHITE
304 BRIDGE ST,OWNER WHITE DONALD E
304 BRIDGE ST/
Description:
INSTALL EGRBSS WINDOW WELL
Or-r-rtnanr-rr ? R3
Type Construction: V N
vArL co 81657
VAIL CO 81657
& PAMELA A
vArL co 81657
Single Famil-y Residence
Type V Non-Rated
.lob Address
Location. . .Parcel No..Project No.
23.0O Restuarant Ptan Rev i ev--)
tB53 LIONS RIDGE LP Status...
1853 LIONS RIDGE LOOP Applied..2L03-I22-02-026 Issued...
Exoires . .
Phone: 9?0-476-6835
Phone: 970-476-6835
I S SUED 04/rt/|ee7 04/1r/reel
ro /08 /tee7
60.95
.00
60.95
60.95
Val-uation:600 Add Sq Ft:
F i rep Iace InJormation: Restricted:#Of Gas App I i ances:/lof Gas Logs:fof l'lood/Pa L tet :
*********************************************************** FEE SU HARy ***********************t******i*************t*************
't1.95
.00 Recreat ion Fee---------->3.00 C lean-Up Depos i t-------->
**********************'t****************]?]lf*li5i;;;;;;;;;;;iiii***********il;?i---**llllXii-lli;;;;;;;iii***i************i??***
rtqm:.05100_BqTI.DING DEPARTMEIIT Dept: BUTLDTNG Division:Q+/n/Lee7-CHARLTE AaEic;n; AFFR cnlnl-,rE DAViS It.CM:, O54OO^PI,ANNING DEPARTMEN1' -....-'_-- -'^O6Pt : PLANNING DiViSiON :e+/rr/Le97 -CHARLTE AaEioii;--EpFn pnn DrRK M IT'em:, 05600 FIRE DEPAnTMENT
9.!/LI/\227^CIABI_,IE Acrion: AppR N/A Ileltj',991q0 PUBLIC wORKs -*__ --',_ Dept: pUB WORK Division:04/tt/L997 CHARLTE Acrion: AppR N/A
*****i**t**********************************t***i***********************************t*************i****************************r(***
See Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
Bui tding----->
P Ian Check--->
Investigation>
Hi l.( Ca L l,---->
.00 Tota t Catcutated Fees--->20.00 Add it iona L Fees--------->.00 Total permit tee-------->.00 Payment s-------
r hereby acknowtedge rh.a t.h:y:-l::d.this apptication, fiLl,ed out in ful,l, the information required, compteted an p[an, and state that atI the infonmation provided as required is correct. t agree to compty with the information to compty Hith atl' Town ordinances and state taws, and to buil.d this structure accordinq io'the Town,s zonino an.;codes, design review approved, uniform Building code and other ordinances of the rorn iipii""ui.'iii"."tol "'" -
,.ccurate ptot
:nd pl,ot ptan,
subdivision
REAUESTS FOR INSPECTIONS SHALL BE }IADE TI.IENTY-FOUR HOURS IN ADVANCE BY TELEPHOAAT 479-2138 OR ATqUR OFFICE fROI,I
Send CLean-Up Deposit To:SIGNATURE OF OIINER OR CONTRACTOR rON HrNSzu N.HO OUITCN
Page 2 ********************************************************************************
CONDTTIONS permit #: 897-0051 as of o4/!L/9? status---: rssuED ********************************************************************************
Permir Type: ADD/ALT SFR BUrLD PERMTT Applied--: o4/II/Lgg7 Applicant--: DON WHITE rsiued---z O4'/II'/19}1 970-476-6835 To Expiret LO'/OB'/I997
Job Address: 1853 LrONS RIDGE LP Location---: 1853 LIONS RIDGE IJOOP Parcel No--:., 2lO3-I22-02-026
Description:
INSTALL EGRESS WINDOW WELL
* *** ** * * * * ** * **** * * * * * * ik* ** ** * ** * ** * * * COnditiOng *** * * ** * ** * * * * * * * * ** ** * ** * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. EGRESS WINDOW MUST BE A MINIMUM OF 5.7 SF. MINIMUM DTMENSON
MUST BE 24" TALL BY 20' WIDE
MINIMUM DIMENSION OF WINDOW WLL MUST BE 36" X 36.,IF WINDOW WELL IS TALLER THAN 44" A PERMENANT LADDER MUST BE
AFFIXEDTO WINDOW WELL
TOWN OTT VAIL
75 S. FRONTAGE ROAD vArL/ co 81657
97 0-47 9 -2L38
APPLICANT
CONTRACTOR
OWNER
Job Address
Location. . .
Parcel No. .Project No.
DON WHITE
304 BRTDGE ST/ VArL CO 81657
DON WHITE
304 BRTDGE ST, VAIL CO 81657
WHITE DONALD E & PAMELA A
304 BRTDGE ST, VArL CO 81657
23.00 Restuarant P [an Rev'iew--)
1853 LIONS RIDGE LP Status. . .
1853 LIONS RIDGE LOOP Aoplied..2tO3-722-02-026 riiued...
Expires . .
DEPARTMENT
lrlcrtrL.€-D 4/r t /12
OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ADD/ALT SFR BUILD PERMIT permit #: 897-0051
I SSUED 04/tr/reel
o4 /1.t/7ee7 ro/oB/7eel
Phone t 9? 0-47 6-6835
Phone | 97 O-47 6-6A35
Description:
INSTALL EGRESS WINDOW WELL
Occupancy: R3 Single Family Residence Type Constructj-on: V N Type V Non-Rated
Valuation:600 Add Sq Ft:
Fi reptace Information: Restri cted:fof Gas App I i ances:iOf Gas Logs:#Of lJood/ Pa I t et :
**************************lr******************rr************* FEE SUllttARY ******t(i*****i********************************************
Bui Ldi ng-----)
P lan check--->
I nvest i gat i on>
Ui l. L cat l.---->
'14.95 DRS
.00
3. 00
Recreat i on Fee---------->
C(ean-Up Depqsi t-------->
20.00
.00
60.95
.00
60.95
.00 Total Ca lcu lated Fees---)
Add itionaL Fees--------->
TotaL Pernit Fee-------->.00 Payments > 60.95
***************************************llllf*i5li;;;;;;;;;;;ii*i***********i?;?i**--*?11iff-ll5;;;;;;;****iii************i?l***
Item: -O5lOO.BUILDING DEPARTMENT DepT: BUILDING Division:9+/1r/Lg9?-CHARLTE acEion: AppR CHARLTE DAVis-ITbM:' O54OO-PI-,4'NNING DEPARTMENT -- _ -DAFL: PLANNING DiViSiON:g+/tt/Lgg7 -CHARLTE AcEic;;i; AFFR pnn DrRK M It'em:'05600_FIRE DEPARTMENT -- - .-- -----'--Dept: FIRE Division:9!/II/I22Z CL{ABi,IE Acaiont AppR N/A Item:'05500 PUBLTC WORKS Dept: pUB WORK Division:04/n/rc97 CHARLiE acCion: AppR N/A
**********************************************************************************************************************************
see Page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I.have read.this apptication, fil,l,ed out in fuLt the information required, compteted an ptan, and state that atI the information provided as requ'ired'is correct. r agree to compty riith the in?o"maiion to conpty with atl Town ordinances-and state [aws, and to buitd this structure according io'the Townis zoning ana codes, design review approved, Uniform Buil.ding Code and other ordinances of the town appticabLe thereto.
accurate ptot
and plot ptan,
subdivision
REAUESTS FOR INSPECTlONS SHALL 8E I,IADE TI,IENTY_FOUR HOURS IN ADVANCE BY TELEPHOI\AT I.7g-213E OR ATqUR OFFICE F ROt,t
Send CLean-Up Deposit To:STGNATURE 0F or.,NER oR corlrRlcron Ton-HtttIEI Tf i
Page 2 ********************************************************************************
CONDITIONS Permit #: B97-005L as of 04/lL/97 Status---: ISSUED ********************************************************************************
Permit Type: ADD/ALT SFR BUILD PERMIT Applicant--
Job Address Location---
DON WHITE
970-476-6835
1853 LIONS RIDGE LP
1853 IJIONS RIDGE LOOP
Apptied-- | 04/tt/7se7 Issued---:. O4/11,/7997
To Expire: IO/08/1997
Parcel No--:., 2103-722-02-026
Description:
INSTALL EGRESS WINDOW WELL
* * * * * * * * * * * *** * * ik* * ** * * * * * * * * * ** *** * * * COnditiOng **Jr ** * * ***** * ** ** * * * * * * * * * * * * *
1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.2. EGRESS WINDOW MUST BE A MINIMUM OF 5.7 SF. MINIMUM DIMENSON
MUST BE 24" TALL BY 20' WIDE
MTNTMUM DIMENSION OF WINDOW WLL MUST BE 36" X 36"IF WINDOW WELL IS TALLER THAN 44' A PERMENANT LADDER MUST BE
AFFIXEDTO WINDOW WEIJL
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boyle engheerlng. Inc.
143 s. meodow dr. sulte 390
crogsfoods shopplng center
voll. colorodo 81657
30314762170
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( ar. 91O.-3J8-B!40 for Parcel -/l ._, TOWN OF VAIL CONSTRUCTfON
LPARCEL lt:)tO3-i 2l - OJ- tr26 PERMIT AppLfCATfON FoRM I oArr;_L.l{ j -.
PER}IIT /
, APPLICATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
x***************************** PERI{IT TNFORMATIoN * * * * * * * * * * * * * * * * * * * * * * * * * * * * *rl
[ ]-Building [ ]-plumbing [ ]-Erectricat [ ]-Mechanibar [ ]-other
rob Nane: \Alqrr€\ (,o.-re,t'w-e 6Od ob Address: .lll13 Lror-:S Zro<,E
Legal Description: Lot
owners Narne: Dr^r l^(
,irinn 3 ,uuorurrro*,tl nlock_ j
DoU 1,,.1'r , ne Address: /33a Gorssiz,or"c lczf,ph.'hb,6gq(
r \l Architect: NJI l\ Address:
General Description: E_GZE_S.S O?€Sr|rlA
work crass: [ ]-New f>4-Alteration [ ]-Additional [ ]-Repair [ ]-other
Nurnber of Dwelling Units: L Number of Accommodation Units:
Number and rvoe of Fireptaces: cas Appliances.5 Gas Logs_ wood/pellet I t tt * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATTONS * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *I
iurlorruc s 2-,ob , au Er.F.r.npr.rr..3 am*nn- t BUILDfNG: $ <>Qtl ,"'EI,ECTRICAL: $OTHER: $
Ph.
PLUMBING: $
Address:
Electrical Contractor:
Address:
******************************** FOR BUILDING PERMIT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of VaiI Req. No.2/O-L
Phone Number: !?(6- eF3<- .
Plunbing Contractor: f{ / A Address: _ -'------ -------
Mechanica,
"onatu AOclress:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
Reg. NO.
Reg. NO.
oFFrcE usE *******************************
BUTLDING PI,AN CHECK FEE:
PLUMBTNG PI,AN CHECK FEE:MECHANICAL PI,AN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPOSTT:
TOTAL PERMIT FEES:
I'P DEPOSIT REPIITID
VALUATION BUILDING:
SIGNATURE:
ZONfNG:'
SIGNATURE:
luwn n
TO:
F'ROM:
DATE:
SUBJECT:
o
rn summary, ordinance No. 6 states that it is unrawfur. for any person to litter, track or deposit.any ="if,-rJ.i, sand, debris or nateriar, including trash burnpster3, p-.€"[r" toirets and workmen vehicles. upon any street,l siaewairl -;ii;y or pubtic
_q1?9" or any porrion theieof. ihe right_"i_;;t-;n arL Town of Vail streets and.:?".d, is approximateiy 5 ft. 6ff pavernent.rhis ordinance wilr be. =t.i'"irv--enforced by the Town of vair Pubric r{orks DeDartment- pers6ns found vi;raain; this ord.inance wilr be given a 24 hour wrirten ""1i""-ti-;;;;'Jt=aid nateria,..In the event the person so notified.aoes not- "".pf-V with the notice within the 24 hour.time spe-i;i;;,"irr."i"f,iic works Department wilr remove said urateii.t .t irr"-'""pIise of person notified. The provisions "r ini=-"iai""""I ;f,fir not be appricabre to c6nstruction, nainienance or repair projects of any street or alley or any utilitres rn the right_a_way.
To review ordinance No- o r-n fulr, please stop by the Town of vail Buirding Department to obtain a copy. rrrani< you for your cooperation on this natter.
|lfll
75 soulh honlage road
vail, colorado 81557
(3031 479-2L.38 ot 479-2139 olflce of communlty development
ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL
TowN oF VAIL PUBLIC WORKS/COMMUNITY DEVELOPMENT
MARCH L6, 1988
CONSTRUCTTON PARKING & I,IATERIAL STORAGE
(i.e. Contractor, owner)osition/f,EFtE-ns to Project
75 loulh ,rontage road
Y!ll, colorado 81657
(sos) 479-2L38 ot 479-2L39 ottlce of communlty devetopmerrl
BU]LDING PERIiIT ISSUANCE TIME FMME
If this peryit requi.res a Town of Vail Fire Department Approval,Engineer''s (pubr i" ttf_rl review and approvai,-i' pii'iin!'b.p.rt .nt review or Hea'tth Departmint review, unl'.-r"ui.; ;i-;;;;"Eriiaing Departnent, the estimated time tor'a-iotar review may take as long as three weeks.
Al'l commercial flarge or smarl) and ail murti-famiiy permits wiil have to fo] low the iuove menti6ned mixirum requirements. Res.idential and.lma'! I projects-shourd take a resser amount of time.' However, if residentia'l or smarler.projects impact the various above mentioned departments with reqard to necessai^y review,-tt.r. i""j".il'ruv also take the three-week period
Every attempt will be Tgge bV this departunent to expedite this permit as seon as possibie. - - -- e'\rLvrvL e'
I' the undersigned, understand the plan check procedure and time frame.
r UVU trz|
=Liire',iadat (
ProJect Name
Communi ty Development Department.
I
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY g, 1gg4
WHEN A ''PUBLIC WAY PERMIT'IS REOUIRED
Job Name:t Tt:; 44s Zrooe
Please answer the following questionnaire regarding the need for a'Public Way permit":
YES NO
Y ls this a new residence?
ls demolition work being performed
lhat requires the use of the right
of way, easemenls or public property?
ls any utility work needed?
ls the driveway being repaved?
ls diflerent access needed to site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easements,
or public property?
ls a "Revocable Right CI Way Permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or lencing?
B. lf no to 8A, is a parking, staging
or fencing plan required by Community
Development?
lf you answered yes to any ol 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.qmryity Development. ll you have any questions please call Charlie Davis, the Town
ol Vaif Construction Inspector, at 479-215.
I have read and answered allthe questions
1)
2)
X
X
Y
K
X
X
X
V
2\
4)
5)
6)
7)
Job Name Contracto/s Signature
44 e)
a o
tbign Review Action F t
TOWN OF VAIL
Category Number
./ /oata 1/j/ 77
^
./ /
Project Name:
Building Name:
Project Descdption:
Owner,AddressandPhone: \r-.,.--, L,^J4,rr 3ad 73ia, oce ga
ArchitecVContact, Address and Phone: <- r*.1
l.egal Description' l.ot -5 Zone District
Project Street Address:/ 85-3 ./rnn= i? tDr-z<- Lc.o72
..<-b 4i\r'-\r7--C/\tA.- a'' 1 ,< y':TDnEEl
Board / Staff Action
Motion by:
Seconded by:
fl Approval
! Disapproval
pQtaff Approvat
Conditions:
.l .f
DRBFee er"-pia '' TOok ]------lr
. if$
BUILDING MATERIALS:
o
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:COLOR:*
Roof
Siding
Othcr Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trint
Hand or Dcck Rails
Flucs
Flashings
Chinrncys
'frash Enclosurcs
Greenhouscs
Rctaining Walls
Exterior Lighting* *
Other
"'-'tGrr X z,o'l
UJt\ I gv
JOL-,U'L-J. c-i*-g:r+16<
c,q2 r*.rborJS
+ Please speciff the manufacturer's color, number and attach a small color chip
** All exterior lighting must meet the Town's Lighting Ordinancc 18.54.050(J). If exterior lighting is proposed,
please indicate the number offixtures and locations on a scparate lighting plan. Identiff each fixhre type and providc
the height abovc grade, lunrens output, tuminous area, and attach a cut sheet ofthe lighting fixhres.
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boyle ongineerlng. Inc.
]43 e. moodow dr. suite 39O
crossoods shopplng center
voll. colorodo 81657
303t47&2170 t'ydr?-'t o 6r1rt ort.
b*ttf n+<1 woL
7*+*Y+4 VrtT6L
4Tat4a4"e$fu15.
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Uo(";r^,D(("'t ,-TOWN OFVAIL
75 South Frontage Road
Vail, Colorado 81657
303-479-2 IO7 / FAX 303479-2 I 57
Ofice of Town Attorney
July 13, 1995
John W. Dunn, Esquire
Dunn, Abplanalp & Christensen, P.C.
108 S. Frontage Road, Suite 300
Vail. CO 81657
ffi
-^.
egl t J IggS 4{! i
t 0v . |,}tiltttt,0f tl 0tP1l
Re: 1853 Lionsridge Loop, Block 3, Lionsridge Subdivision, Third Filing
Dear John:
Enclosed you will find a letter from Randy Stouder to Rabbit Development, LL,C, which reflects the
staffdecision reached conceming the issuance of a building permit for the proposed addition at the
above-referenced property.
I believe the letter is self-explanatory. If you have any questions or comments please feel free to
contact me.
Very truly yours,
TOWN OFVAIL
5"),^U,
R. Thomas Moorhead
Town Attorney
RTlvl/aw
Enclosure
FILE COPY
75 South Frontage Road
Vail, Colorado 81657
970-479-213V479-2139
FAX 970-479-24s2
JulY 12, 1995
Rabbit DweloPment, LLC
9057 East Mssissippi Avenue, #5'204
Denver, CO 80231
Dear Sir:
I am writing this tetter to inform yon that,h" Tg"f vtl:ll.""lt:*t 1g
proposed addition at 1853 Lionsridge Loo pfOpOSeO a(]qtllull al I aJJ r'rvrrJrte6v "" - r'Il|E$ltBuRFFF{If,''E 'Er''.''* + r
in examination of the Plat and the Declarations for ihe property reveals.that the p
ffff;H:'""a,".^#;;""tproperty line onto Parceli.. Parcel C is hetd in ""t*:l:Y:::Ip ffi#:$ffil; *il una L-ot be developed without the expressed permission of both
owners.
Mr. White, personallv and by counsel, has notified the Town that he objects to your proposed
addition and has requested t-hat we not issue a permit. Thus, we cannot issue the requested permit
until such time as Mr. White agrees to the proposal'
If you have any questions regarding this matter, please feel free to call tne at the number listed
above.
Sincerely,
84fr&-
Randy Stouder
Town Planner
John Dunn
Michael Sanner
D ep artment of C ommunity D eve lopment
f.\everyone\randy\lettersVabbit'7 | 2
{S *"n"uoruo
rf.J -Buildins r \(lrurr tnn
.r\,,,1 ;pl}':r:!g i,|r, .,kFfechanic
Job Narne:t^oD2L-
Legal DescriPtion:
Ohrners Name:
Architect:
ceneral DescriPtion:
Work Class: I J-NeP [ ]-Alt
Nurober of Dwelling Units:
PLI'MBTNG:
Address:
Electrical contractor:
Address:
Plunbing
Address:
l'lectranical contra
Address: \Lrotol {
Address:
4oo-'* F lT:*T|.f,)O
I
: I 3??F.oo-'1913so-6-
ao'7f ii
- c\
Contractor:
ll,
./ r.,r Address:
**************!r *************** FOR orrrcn uss
BUILDING
PLIIMBING
{s-f-#k,
RECREA
CIEAN-
SIGNATURE:
ZONING:
STGNATURX:
Ph.q{1.1190
tional [ ]-Repair [ ]-Other ion [>)7
Nprnber and TlPe of FirePlaces:
Y** ** * ******** ** ** ** * * * * *** ** * *f}r"or"n ,w{i{,t:#t.it ,l
sQ. FT.VALUATION
r!
/ls
SIJAII ItP DEPOSIT-IEFInrDg tter Llrc.r \i:.-orrr gs?-@
*r.lroJr,li 2 B lses
LAw OFFICES
DuruN, ABPLANALP & CHRISTENSEN, P.C.
^ PROFESSIONAL CO
VAIL BANK BU ILDI NG
Su rrE 3OO
I 08 SoUTH FRoNTAGE RoAD WEST
VA rL. CoLoRADo 81657
June 28, 1995
R. Thomas Moorehead, Esg.
Town of Vail
VaiI CO 81657
Re: Lot 3, Block 3, Lions Ridge Sub. #3
Dear Tom:
This will conflrm our telephone conversation regarding
issuance of a building permlt to a1low construction of an
addition to the improvements on Lot B of the above parcel . As vte
have discussed, that addition would cause the improvements to
extend across the property line and onto the common lot, Lot C,
without the consent of the cotenants, Mr, and Mrs. Donald White.
We object to the issuance of a bulldlng permit without
the joinder in the application by the Whltes.
Yours very truly,
DUDIN, ABPLANALP & CHRISTENSEN,P.C.
W. Dunn
jwd: ipse
TELEPHON E:
(97O) 476 O3OO
TELECOPIER:
(9'lo) 476-4'165
KAREN M. DUNN
CERTIFIED LEGAL ASSISTANI
JOHN \/\/. DUNN
ARTHUR A. AE|PLANALP, JR.
ALLEN C. CHRISTENSEN
OIANE L, HERMAN
CAROL E. DAVIS
SPECIAI- COUNSEL:
J ERRY W. HANNAH
Relurn lo
INTE}1-DEPARTMENTAL REVIEW
PFIOJECT:
//
ct/n//.€-4/ B*,12-
DATE SUBMITI'ED:
DATE OF PUBLIC IIEARING
COMMENTS NEEDED tJY:
BRIEF DESCRIPTION OF 'I HE PROI]OSAL:
FIRE DEPARTMENT
Beviewecl byt ,/%-44d'
fu/n'J 7 et3 /2*t'srz,* q
{- zF-2s/Date:
commonts: /& r, a=t6c-/ rt )>' ,a/-.^-/ 1,/ rz-zr.r;r.r'
(.rl cz-<nz ) rzo-,/. ts./z< '2/-=/<
td a<a-44-t o Z.*-../n*ut/ 4Pt.v2 s
,'/ s :tSV-tzJ E '/^/S)V/'L'
,4zei-'tfa
,4 z4a--7? S7 tft'ZrZ .
,za*-/ t-f :4Vtu-tuz/
aJoAV<"/rz;z^ '
Can'tZ-+-<'rcf
.i4..d I lt:yql
Gsign Review Action illtt
TOWN OF VAIL
Category Number '&s.
Projecl Name:
Building Name:
,^r" tr,{.if l[r
Proiect Description:
0l--a(/-(t.,.Owner, Address and Phone: /( 6
, /ilrsJtf
ArchitecvContact, Address and Phone:
Leoal Descriotion: Lot ? Block ? Subdivision -----7-'/
Proiest Street Address:
Comments:
Board / Staff Action
Motion by:
(- 11 Vcle'. ) U
seconded oy, /4oi'^'r.. o(
ilnpprovat
! Disapproval
! StaffApproval
Conditions:d,*
:.At r*-z
o
Fami Single
ZONE C}IDCK
FOR
1y Rcsidcnce, Duplc>S
ZONE DISTRICTS
Primary/ S ccondary
o
DATE:ti'sr; 7 5
LEGAL DESCRIPTION: Lot
NDDRESS:
'-) ) ' t - r-t J nLocl< J sulaivision Lte^J'/t<Ci< S ''-'
ObINER PIIONE
PTIONE ARcllrrEcr iLLt c hu-(
r/r ZONE DISTRICT
PROPOSED USE
LOT SIZD c)(/ tl (
Allowed
(30) (33)
20,
1-5',
15'
t\ .'t , ,/ L(t:
BUILDABLE
Dxist-inq
LOT AREN
Proposed Total //l', 7r'1
,rlf Knuinn"
roE.al cnrx (llfdt 5{r, = U[81 '. ./
).^ r^.F '6ti^otu cRFA 7604 + 42s =--I!9L
roE.al cnrx (sll.{t ,f(t kt6{Eel f 2.z//1
v(lq a
{f 't'l , \_/.,j"')
7t('L( (rr'''al,
t . -l2rl 7ft{ /;;trb/#'- '",{ decondary cnra 7l0b + 42.5 '(^"'
,,J/A's"uuotrt"
?l('I "U/t tt I
Fronl-
Sidcs
Rear
/
NlI SiEe Coverase M"t c-(as1
tt( * fandscapins 7,lri ol;C
t1 RcEaining wall llcishcs
,( lft Parkins 1/c dut'2,r
,\/f t Garaqe credit
3'/6'
Reqrd
/.. \(3oo) (600) (eoo) K!39J.
,./ i )u .---,fi zaYs-(rr'>')
Encl
tl I K ptiuo: frl'c ,L*'1 PermiL.Lcd slopc % ProPosed
,./compties with T.o.v. LighLinq ordinance
ff('l-wat.er Coursc Sebback (30) (50)
-,Do Finish Grades Exceed 2:1 (50%)
udnvironmenLal/Itazards: L) Flood Plain
Ycs -"'
Slope %
No
NO ',--''YES
/\ a'l SnOw_AvalanChe,q t->C'11^ ,fao,-- _ ['l__on :sf-afL4
2l PcrccnL stope 1< > 30%)
3) Geologic Ilazards
c) Debris Flow
,1 & '4 €'it
V*LAt. u/a1
'Ze'/' (,'"tuU r
View Corridor Encroachmcnl-: Yes- No_-g-
/
Does Ehis requcst involve a 250 Addition? lV a ,, / .o
IIow much of Lhc allowecl 250 AcldiLion is useffifTh-Eis requesE?-Z/l-
Previous condiLions of approval (check properLy f ile) z
--M-
:-;>lfL c) De
vt ft++"-'i ,'l; t t;7t4"urands
0<tT 'l--:
r*V z-1 [\ctr I*'l/t'(e,',(4'''-o
$
10
''. . .:: .y'
' .:1
. IJTST OF MATERTAIJS
NAME OF PROJECT:
IJEGAIJ DESCRIPTION: LOT_ BLOCK _ SUBDTVISION
STREET ADDRESS:
The followingr informat,ion is reguirecl for submiE.b,al L.o Lhe Design
Review Board before a final approval can be given:
A. BUIL,DING MATERIALS: TypE OF MATERIAL COLOR
Roof
Sidinq
Ot.her Wall MaLerials
Fascia
Soffi Es
Windows
Window Trim
Doors
Door Trim
Hand or Deck nails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
ReLaining walls
Ext.erior Liqht.inq
Other
B. LANDSCApING: Name of Dcsigner:phone:
l"*',,.t',_
:
DBS rDELtClrIoF - r@ ot \tlrl' COt..o8lDo
tccEl:rtD I9 SoEltIflED Yi
I.
B. TYSE OF RIVIEB:
Nen constEuctloo (3200 ' 001
X.eaatctor,
C.' TDDREES:
D.LE6AI, DESSRIPTIO : LOt
SubdtvlEion HA$? 4r
l4lno! Nt€ratlon (9 20 ' 00)
-corrt"Pturl
Brvlec 19ol
a ncets and borrnds legal
dn " t"putute 6heet and
EEE a 20.00 f 90.00
9100.00
9200.00
9t00.00
€500 ^ 00
otr8 vEln rFlm. trm
rsssED rl|D Comcttlgcllfr ls
4
r! Drogcttv ts dcacrlbed bY
dastrtbttoir Pleasc Provlde attacb qo thli rpPllcrElon.
G.
H.
E
F.
x.
zoNrNc: fflvt4r' \OPf
Lor IREA! If req1:lred, gPPl1:Tt *.":-#""1*)5u:P:"
ltanped surg.y Jhowlng IoE alca')-c tppLICArfi i
lddrets:
xAuE ot'Erlling TPPLICNII,lddrela:
DRB FEEI DBD fccsr rg sbosn abov91 e19 to be-Psld a.t DRE FEE! DRD Et3tr al srretn {t'ee YEt a'E
il; ii- o-iauuritar ol DirB aPPlicatlon' -I.?l"Il^tnen ;'piriifi iiiiruiiilns perrrltl - Prer6€- ldenE-1rv tne
rccurrGe y.rurtton ot Eni-piopbsir. Th'-Tom.of vell
rrrr-aal,rsc ihe fee according to tho tabl6 bclovr to ;;;;';l;;-.;;;.;; tre le pald. t\;.LY ontura ihc coriact lar lr Paid'
5- ta+
I.
FGE-.']9EBSDUI&i
vlLglrloN ! O-E 10,000
910.001 -9 5oro0o 05or0ol-s 1501000
3150,00r - t Soo,ooo
$5oo,oo1 - 91.000,000 I Over $11 0oor 0!0
r Dtg:G8 tllqrg ECraD ragRoErl. pI8'83
rD?SCrtlL Utrr.Ess I DgtrDrtfc tESrt! Is
sl|la,rzD.
*rlo l.FDr.rcllrof |'tlL 8a P80c!56tD rrtrqrS QI|ER' 5 gro|lflll
I
DArE APPLTcATtS*-ff:i1R3; :ffi r iwi
att artal ll
rErs ltPl,tcrrr(F lrr.L D9I-Ir
sr"iilrn- Brcrrrqo..Tmjt*
FROJECT INEOfOGLIQN:
NtuE oF r{aillng
r sIGfiNSNB (8} :
condonhluE Approsal lf apgllcable.
Owners Form 402
v
Poliey No- SVz152488
order No. 'vT24887 AmounE $+f S, 000 .00
SCHEDULE A
Address
l. Policy Date: November 10, 1994 aE, 5;00 P.M.
2. Name of Insured:
RABBIT DEVELOPMENT IJIMITED LIABILITY COMPAIW, A COIJORADO
LIMITED LIABILITY COMPAI,IY
3. The estate or inEeresE in Ehe land described in this Schedu]e
and which is covered by this policy is:A Fee Simple
4. TiEIe Eo t,he estat,e or interest covered by this policy at Che
daE,e hereof ig vesEed in:
RABBIT DEVELOPMENT IJIMITED LIABIiJITY COMPANY, A COLORADO
IJTMITED IJIABTLiNT COMPA}IY
5. The land referred to in rhis policy is siEuated j-n EAGL,E
CounEy, Colorado, and is described as follows;
PARCEL B TND AI\T UNDIVIDED 35 PERCENT INTEREST IN AND TO
PARCEIJ C' FINAIT PLAT AND RESITBDIVISION 0F LOT 3, BLOCK 3,
LION'S RIDGE SITBDIVISION FII,ING NO. 3, ACCORDING TO THE PT,AT
RECORDED MARCH 2, 1988 IN BOOK 479, AT PAGE 772, COU}I T OF
EAGLE, STATE OF COIJORADO.
Page 1 Ttris Policy valid only if Schedule B is aErached.
Owner Form 402
--Order No. !T24887
SCHEDULE B
Poli.cv No. SVz152488
This poi.icy does noE insure againsl loss or damage by reason of the followingr
1. Right.s or claims of parEies in posseesion noE shown by the public records.
2. Easements, or claims of easements, roc shown by che public
records.
3. Discrepancies, conflict,g in boundary Iines, shorcage in area,
encroachmencs, and any facts which a correct Surrey and inspection of the premises would disclose and which are noE
shown by the public records.
4. Any lien, or righc co a lien, for ser,rices, labor, or
maCerial. theretofore or hereafter furnished, imposed by law
and noB shown by rhe public records.
5. ].994 TAJ(ES NOT YET DUE OR PAYABI,E AND ASSESSMEMTS NOT YET CERTIFIED TO THE
TREASURER.S OFFICE.
6. IJIENS FOR UNPAID WATER AliD SEWER CIIARGES, IF AI\IY-
7. RIGHT OF PROPRIETOR OF A VEIN OR IODE TO EXTRACT AND REMOVE HIS ORE
TIIEREFROM SHOULD T,I{E SAME tsE FOU}ID TO PENETRATE OR INTERSECT THE FREMTSES
AS RESERVED IN UNITED STATES FATENI RECORDED Augxrst 15, 1909. IN BOoK 48 AT
PAGE 542.
8. RIGIIT OF T{AY FOR DITCHES OR EANAI.,,S CONSTRUCTED BY TTIE AUTT{ORITY OF THE
I]NITED STATES AS RESERVED IN IINITED STATES PATEMT RECORDED AUglISI 15, 1909,
IN BOOK 48 AT PAGE 542.
9. RESTRICTIVE COVENA}TTS, WHICH DO NOT COMTAIN A FORFEITURE OR REVER.TER
CI-,AUSE' BUT OMITTING RESTRICTIONS, fF ANY, BASED ON RACE, COL,OR, REIJIGION,
OR NATIONAIJ ORIGIN, A,S CONTAfNED IN fNSTRIIMEMr RECORDED September 20, A912,
IN BOOR 225 AT PAGE 443 A}'ID AS AME}IDED IN INSTRT'MEIIT RECORDED SCPECMbCT 29,
L9'12, rN BOOK 225 AT PAGE 555 AND AS AI{ENDED rN TNSTRIJMEIfT RECORDEDJanUaT 22, L974, IN BOOK 233 AT PAGE 53.
].0. UTILITY EASEMENTS TffENTY FEET IN WIDTH. TEN FEEI' ON EACH SIDE OF ALL
I?{TERTQR LOT LINES A}ID A FIFTEEN FOOT UTITITY EASEMENT ALONG AND ABUTTING
ON ALL EXTERIOR IrOT LINES AS R.ESERVBD ON THE RECORDED PIJAT FOR LION'S RIDGE
SIJBDIVISION, FILING NO. 2 ADID IJION'S RTDGE SI]BDIVTSION, FITTNG NO' 3'
1T. ITTILITY EASEMENT AS GRANTED
"O HOLY CROSS ELECT?IC ASSOCIATION, INC. IN
INSTRUMENI RECORDED August, 24, 1967, rN BOOK 211 AT PAGE 103.
Page 2
Owner Form 402 Order No. VT24gg7 Policy No. SV2152488
SCHEDULE B
12. AGREEME}TT BETtr{EEN TAY''/ETJ ENVIRONMENTAI LAND COMPANT AND MOU}TTAIN STATES
TELEPHONE AI{D TELEGRAPH COMPANY PROVTDING FOR TELEPHONE INSTAIIATION AND sERvIcE THRoUGHottT LroN'S RIDGE SUBDIVISION, FILING NO. 2 RECoRDED
SBPTEMBER 27, 1973 IN BOOK 231 AT PAGE 291.
].3. EASEI{EMTS FOR WATER LINE AND UTTLITY PTIRPOSES AS GRANIED TO LION'S RIDGE
WATER DTSTRICT AND VAIL VILIAGE WEST WATER AND SANITATION DISTRISI IN
TNSTRIJMENI RECORDSD MAY 13, 1981 IN BOCK 322 AT PAGES 972 AND 9?3.
14. EASEMEI.IT FOR ELEETRICAI-, AND/OR DISTRIBUI|ION I-,INE PURPOSES AS GRAMTED TO
HOLY CRCSS ELECTRIC ASSOCTATToN, :NC. rN TNSTRUI{ENT RECORDED JULY 29, 1981 IN BOOK 325 AT PAGE 930.
L5. TERMS' CONDITTONS AND PROVISIONS OF ANNEXATION AGREEMENT RECORDED November 01, 1985 IN BOOK 428 AT PAGE 936 AI{D ]N BOOK 428 AT PAGE 937.
15. EASEMEMIS, RESERVATIONS AI{D RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PLAT OF LTON'S RIDGE SUBDIVISION, FIIJTNG NO. 3 AND A RESI]BDTVISION
OF LOT 3, BLOCK 3 LION'S RTDGE SUBDIVISION FILING NO. 3 RECOFDED MARCH 2,1988 IN BOOK 479 AT PAGE 772.
17. TERMS, COITDITTONS AND PROVISIONS OF PARTY WAI,I. AGREEMENT RECORDED I4ARCH 2,1988 IN BOOK 479 AT PAGE ??3.
18. ENCROACHMENT OF ROCK WALIJ, ASPHAIJT DRTVEWAY, AND GRAVET.,. pARKrNc ONTO UTTLITY EASEMEIIT AND LION'S R.IDGE LOOP AS SHOWN ON iMPROVEMEMT LOCATION
CERTTFICATE DATED MAY 22, 7.992 BY INTER-MOUNTATN ENGINEERING IJTD., PROJECT NO.922255.
19. DEED OF InUST DATED 11111111111111111fovember 04. 1994, FROM RABBIT DEVELOPMENT IrLC., TO
THE PUBLIC TRUSTEE OF EA,GLE COUNTY F'OR THE USE OF CITASE MANI{ATTAN PERSONAIJ
FINANCTAL SERVICES, INE., AND,/OR ITS SUCCESSORS AND ASSIGNS TO SECTIRE T?IE
SgM OF $332,0C0.00 RECORDED November 1-0, L994, IN BOOK 554 AT PAGE 798.
Page 3
O or"nw s Poncy
Amtricdir t-snd Tnle Associanon 0wnels Policy l0-17-92
Por,r/ Numbrr SV 2152488
SUBJECT TO THE TXCTUSIONS FROM COVERAGE, THE EXCTPTIONS FROM COVEHAGE CONTAINEO JN
SCHEOULT B ANO IHE CONDITIONS ANO STIPI]I-ATIONS,
010 REPUBLII NAT10l{Al- TITIE IiISUEANCE COMPANY Minnesora rorporarion herern iialled rhr Cor,rpony.
otD RtPuBuc tliloiAt TITLE ltlsunAllcE collPAflY
A Stocl Conpany
100 Szcond Avenue ;outh, hlnneaJclts, Mnaesata 5i401
i6171 ill'lXl ..'1
a/
tei *f *t
tnsures, as of Date ol Policy shown in Schedute A. agarnst loss Dr dsmage, nrt exceeding tha Amount if lnsurance siaied n SehediJie A sustained or incuned by
the insurd by reason of.
l, lttie to lhe sslate 0r rnterest descnbed rn Schedue A berng vesred olher lhan as stated therern,2. Any defecr rn ol lien or eflcumbrance cn rhe lte;
3. Unmortetabrlity o{ rhe ritle,
4. i.ack of a nght of access ro and lrom rhe lald.
Ihe Company will also psy the costs. anornevs'lees tnd erpenses incungd rn defense oi Ihe ule. as insufed. bur oily l0 the ertent prcvided in the
Condrtions and Strpulatrons
lN \IVITNESS WHtRE0F. the sald Old Recublic Narional Title Insurance Company has caused rs :crpcrare narle ano ceal to ba lereulto allired by its duly
authoriad otfrcers ss !f rhe ddte sl'town In Scheduli A. tho policy to be vaiid when countersrgner! !y an autlrcnrad officgr 0r aggni o{ the Company
EXCLUSIONS FSOM DOVIRA|;E
Ihe iollowing maners are etpress y excluced from rne roverege cf this 00lcy and the Company wrll nor pay l0s5 0r damagt, ccsir. anomays'feas or
ex!€flses wfrcir afise hv reison ot.
l.lalAnv|aw,ordinanceorg0Wnmgmalrgguiauon|includingb!rn01fm[Bdt0bUildingadz0ninq
relailnq to 1il the occupancy. use. or enjoynrenr of the land; (ulrhe chamctsr, dimensions cr lccauon of any ilprtvernent now cr herealtsr srected on thg land, {rii) a
sepafa!0n ln ownetshtp ot a chtnge In fie djmenst0fls 0r orri of the land 0r any Frcel ot v',trrch rhe 6nd is or was a pan; or liv) environ,nenlal protecrion. or rhe
eilect ol any vrolotion ofthaseltws, crdrnanlss or govemrnental regula ons. ercepl lo theextenlthata notrce oiihe en forcement thereof or a norce of s delecr,
Itsn or sncurnbmnce msuhrng lrorn a violaion or aileged vrolaron a{tciing rhe land has besn recofdeo rfl rha frLblrc recorrjt a1 00tB 0l Poli[y.
lb) Arry govemrnenml pohce po$/er nol elchded by iai above, ercupt tc the enent rhal ; nouce ol lht Brerrrss lhergoi sr a notrce ol a defect. lren or
encuobrancl result,ng tfom a violanon or alleged violatroo atfecting rhe land ha$ bssf rscordsd in thg pLJblic ralords at Date of Policl.
2. flights oi uminsnt domarn uniess nonce of the errcise thereol has been mcgrded in the pubiic mcords er 0are of Pcirci. bul nol excludrn_o fnm covenqr
any mking whrch has occurred prror l0 0ale 0f Potrcy whinh would be binding 0n rhe n!h$ of a purchaser lor vdue wrrlout kovriedge.
3. 0tlects. ii8n$, encumbFnirs, adve$s claims, or other maners,
{al :rgated, suffered. asumsd cr agreed ro by lhe insued clSimarr;
lbl ncr known ro rhe Company. nor recorded in the pubhc racords al 0are of policy. bul known io the rnsured crarmanr and nor disclosed in wnrrng ro rhe
Cornpany by lh! rnsurtd carnant prior t0 thB datg the insured clormanl become an rnsursC under rhis crrlicv,
lcl rcsullmg rn no loss or damage to the insund clamanL
(dl atnching or created subsequenr ro Dare of Policy, or
h) resultlng in loss 0r damr0e whrCh would not hsvs bsBn sustained r{ rhe ingured clairnant had gaid value for lhe estsre 0r lrllere$l In$uBd by ihis 00iicy.4. Any claim, which snsss out of ths lmnsacdon vesting rn the Insured rht sstate or inrercsr rnsurad by rhis policy. by rmrcn ol the operaoon of federal
btnlruptcy, slate insolvency, or similar crcdrlors' flghls sws. rhat is ooseo on,(if the tnnsaction creating rhe esrae or Interesl insured by this policy being deemed a fraudulent convByaxc€ or fraudulenr transien or
liil rhe ransacdon crtarrng tht estate or intersst insured by thts policy be ng rjeemed a pnferuntial rransfer excepr wnere rhe prelerenrral transfef resuirs kom rhg
Iarlum,
lal ro rrrrrely rlcord the insnlnsnt cf transler; or
lbl of such ecordatron ro impan notce t0 a Wfchas€r Jor ralue or a iudqemenr 0r lien crudttor.
lxued thnugh the olficc of,
TAND TltTE GUARANTEE COMPANY
lO8 So. F ontage Rd. Wart, Suite XO3
P. O. Box 357
Vall, CO 81658
(3031 t76225t j!,.*n g -f/u,;;tu-
Att *Eed Sigubrl
OtT tr|' ||2 . l1lA oini/l PDtrt '0.17 9?
Ato Sxretaty
LIST OF MATERIALS.
rn'-Je (\-) u_/ tr./ >NAME OF PROJECT: C
LEGAL DESCRIPTION: LoI 3 BLOCK
STREET ADDRESS:
DESCRIPTION OF PROJECT:
SUBDIVISION LI O/J9 F<VAE tre .fi;lce :
The followino
Review Board
A. BUILDING
information is before a final
I'IATERIALS:EOF
Roof
Siding
Other WaIl MateriaLs
Fascia
Soffits
lillndows
Window Trirn
Doors
Door Trim
Hand or Deck Rails
Fl.ues
Flashings
Chinneys
Trash Enclosures
Greenhouses
other %Ak {oo,til-
LANDSCApfNG: Name of Designer:phone:
PLANT MATERIALS: Botanical Name
PROPOSED TREES
reguired
approval for submittal to can be gi-ven :
MATERIAL TYP
4,8
y'e*
the Design
COLOR
(x-ertaa< aeearz- +p t ia 'b vtell 44"
t\
-fo v,*-tu(+
trttrc MryOA Aflle
B.
Common Name Ouantitv Size*
EXTSTTNG
BE
TREES TO
REMOVED
$orv
*Indicate caliper for deciduous trees.Slgg_lduous:tfees is 2 inches. Indicate _ Minimum caLiper for height for coniferous trees.
PLANI ruarnnls:
PROPOSED SHRUBS
Botanical Name corn^ot"*"
@etwK
Ouantitv
5
Size*
5a<_.
EXISTING SHRUBS
TO BE REMOVED
*Indicate size 5 qallon.of proposed shrubs.
Tvpe
Mlnimum size of shrubs is
Square Footaqe
GROI'ND COVERS
soD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROSTON CONTROL
LANDSCAPE LIGHTfNG: ff exterior lighting is proposed, please
show the number of fixtures and locations on a separate lighting plan. Identify each fixture from the lighting plan on the list below and provide the wattage, height above grade and type of light proposed.
ffir_--\e;^ft6 Q'g: -I d*u- Vnltt+.s rt<r,p<-, 4hgnstaa+;"L F--1eA+ VV-,,
&x,tz- 1; vl.
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify. Indicate heights of retaining walls. Maximum height of walls within the front setback is 3 feet. Maximum height of walls elsewhere on the property is 6 feet.
D.
(Date)
The undersigned has/have r
ht/( 1.,z,rn
(Legal Descrlptlon
read the 'TV,sl^ Hazard Report, dated
-,19/, prepared by
llt/V',e understqnd fro.m.the conclusions that the proposed building is
,ziurknie rt',,:/"la// hazard zone, and there is he potential
reaching the proposed house, causing damage. We are prepared
request the Town of Vail Building Department grant us a permit.
71"^r,%
(Name, Orner)
STATE OF COLORADO
.^ /
COUNTY OF W{O{)
i - The foregoing instrurnent was acknowledged before me this l4dl O"y ot !UXe,-, rflr, ov k/N ( hAiy gn , known to me to be tho person
whose name is subscribed
executed the same for the
ss.
to the foregoing instrument and acknowledged to riie that he
purposes and consideration therein expressed.
located in a
hazard of /"t*,c r.,c/5
to accept the5e facts and
My commission expires:
STATE OF COLORADO
COUNTY OF
The foregoing instrument was acknowledged before me this _day ot
known to me to be the
person whose name is subscribed to the loregoing instrument and acknowledged to me that
he executed the same for the purposes and consideration therein expressed.
My commission expires:
)
) ss.
I
c:\to.ms\h!:ad
/101 West Yale
Ar'enue, No 601
Denver Colorado 80227
303-986 6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
April 22, 1995
Michael L. Sanner, AIA
P. O. Box 667
Avon, C,O 8'l 620
Re: Geologic Hazards investigation for Additions to the Chaiken Residence, 1853 Lion,s Ridge
Loop. Vail, Colorado.
Job No 360(126)
Gentlemen:
This report presents the results of our engineering geologic study of the Chaiken property
and vicinity. The l-acre property, at 1853 Lion's Ridge Loop, in Vail, Colorado, is Lot 3 of the
Lion's Ridge Subdivision, Filing No. 3, Block No. 3. We understand 2 additions are to be con-
structed contiguousllr to the existing structure. One is to be sited on the northern side of that
building, and is to be a 25 feet square, I story addition capped by a deck; the other is to be a l
story, I 2-foot square addition at the northern end of the eastern side of the existing building.
Our objective has been to generally outline geologic conditions across the site and vicinity, and
to delineate any existing or potential geologic hazards that could place the planned additions at
ris k.
The property is on the northern slope of the Gore Creek Valley. The slope across the pro-
perty rises from the road, Lions Ridge Loop, at an elevation of about 81 'l 0 feet, to an elevation
of about 8250 feet at the upslope boundary of the lot, thus at an average of about 2.7: 1 . patches
of brush are scattered across the slope, but for the most part, that slope is essentially open
ground.
sedimentary rock strata of the pennsylvannian-age (290 to 330 million years ago)
Minturn Formation constitute bedrock across the property and vicinity. These strata include
mainly sandstones' a few shales, and a few limestone units that dip northward into the hillside at
30 to 40 degrees. That bedrock is blanketed almost ubiquitously by slopewash and talus soils,
but outcropping bedrock forms 3 low, narrow bluffs in a band about 250 feet wide Z0O to 450
feet upslope from the property. Conceivably blocks and slabs could detach from those outcrops
over time and roll and bound down the slope into the residence and its additions; but we rate that
risk to be low because few, if any, blocks or slabs derived from those bluffs have tumbled to the
lorSutar ' 'u 'p\' llp'. Co.t,dL'Or\, oa-re S
R. J. lrish
Consulting Engineering
Geologist, Inc.
property since the end ofthe lce-Age some 10,000 years ago, and none have done so during
historical time, to our knowledge. Moreover, the bluffs have been scalped of loose material
twice during the past ten years or so in a concerted eFfort to reduce the rock fall hazard.
Except for the potential rock full hazard, we found no evidence of existing or potential
geologic hazards that would pose a risk to the existing residence or the planned additions. The
property is not in a debris flow zone; geologic conditions do not favor landsliding, and no land-
slides ale evident on or upslope from the property; no avalanche chutes cross the property; and
the property is well above the floodplain of the Gore River.
Apart, then, from our low level of concern for the rock fall hazard, we conclude that geo-
logic conditions pertinent to the property are benign. Moreover, so long as the natural ground
conditions are not significantly disturbed by large cuts and fills, the planned construction
activity should have a negligible impact on geologic conditions across the site, and will have no
impact on the perceived low rock fall hazard. We understand a I O-foot high cut is planned to
provide a level pad for the foundation of the addition on the northern side of the existing struc-
ture, but the cut slope is to be laid back at about l: I and covered by the building addition. The
cut-slope angle should assure the stability of that cut, whether in soil or in bedrock. Conse-
quently, the building activity will not increase the geology-related hazard to other property or
structures, or to public buildings, roads, streets, rights-of-way, easements, utilities, or
facilities.
We have appreciated the opportunity to consult with you about these geologic issues. lf you
have any questions, please call.
Yours truly,
Consulting Engineering Geologist
o
PAI; lY tiALl, l)l:('l.iRATlr)\
Y'i i 12 rtpll'ti;
t{HEREAS, BRUCE CANIoN (.De6 lag6og.) ts !he oyner ln fee slmple of lhe folloving described real estat. ('sgbJec! prolr€rty. )6IIurte In !he County ot Eagler :.;i.rt€ oa Colorado, io vli:
iot 3, Block 3r Llonrr Ridge Subdlvi6on ftItng No. f, Tovn of Vailr Eagte County, Colcrado.
I{HEREA5, lruch DccIaranL h.r con!tructad on rald pr."tr.J "bulldlng conrl!tIn9 of teo torlnhoilso unIts, knoen as iorthsesL unit and th. southarst Unltl rehich lovnhouscs i.re conncctc,t by !comnon vall:
WHERSAS, Dcclarent hao divtded ruch lol. into parcela aa follovc:
Plrc.l A Prrc.l B
PrrccI c
AII of vhlch parcelc
'A' r ctt.chrd h.r! to
.re nore p!rtlcul.rly dcacrlbcd ln Erhlblt .nd n.dc r part horrot.
|lHEREAST Daclarant vlahca to crca!. r.!a!ant! r.letlng to tha party elli (plcccd on t,h. colron boundary !"prrt,lng Untt Onc, dhd unIL Teo, tha footlng! undrrlylng auch party all land thc roo!ovar.luch party vrll (auch rrallr footlngs and roo! bclng hereln!ft.r dcclgnctcd .r thc .p!rty v!ll.r;
NOI{, TIIER?POR8, Dacl.r.nt hcrcby prorldc! the tollovlng ,easencnt! .nd raltrictlona yhlch chall hcrcaftar run vlth th. land and be blndlng upon rnd lnurc to t,h. bcn.flt of Dacllr.nt, lta tucceacorr rnd acc ignr forrvcr:
l. thc aubJcct prop.aty lr hcrcby dlvlded lnto thorr parc.lt|' rech :cprrrtcly dcrcrlbcd ln srhtblt .1., rnd dcrlgrr!lad a! f ol'. ova:
P.rc.l A Perc.l B Prrc.l C
2. Parccl I and Prrcrl I rhall ".ch conrLltrto r s.p.r.tg fec slnplc G!!!te to vhlch ahall br .ppurt.nrnt lndlvtdcd lntarert,r to Prrc. I c { cor|ron rrcar. Thorc rGrp.€tlve lntrrrrta arc: rppurtlnairl to Percrl A tr a 65l undlvldcd lntcrcrt ln prrcal C: lppurt.trrnt to Ferccl I lc e 35t undlvldcd lnt€r.lt ln prrc.l
3. thc aoovr dclcrl5cd prrccl; and lnprourl?nt! lhGraon trlt be conveycd and dcrcribcd tot rll purpo!.! .a E.rt unlt,
( rel.reacntlng i'rrctl t rnd the appurtcn.n! uadlvlded lnt.r.rt {n and to th. prrcrl C (cornoa rrlal, tog.Lher nl!h tha lnprovcn.nt,on ouch land and the crrcoant6 end rlghtr !ppur!.nrn! lhcrcto)r
anC 9te!t Unl!, (rcpresaat lag parcct B and r.h. appurten.nt un'livldcd lnt.rc6t ln aod !o the percel c lcoFran ar.rl, togcth.r vith th" thprovcnent! ofl ruclt lond rnd thc a.aalant.r and rlghlt tppurten.nt thereto ) .
4. NO ovnar of eitfirr p.Fco: ltall nrle or ru({.r rny sttuctutal or de.rlgn chroge l lnc' r.ilag . colo chrra chenge lr either p"rnrnart or lag>'rionrn! ., I o( yhrt?r.f ttp" or nalotar lo the ?rtGrtor od hlr tcrnttorri? rlt...ur tlrrC Obt.hltlg th€ pf lor erttt-n Coarant th"reto tfon llrf i, rn.tr o( tha OthGr toynhoule,.rhi:h r;q636ql thtll nct unreaton*l'.y bc vl thhrl.l or delry.d. la ca.:,: cf drnrte to or .le-.tr.Jetloo o: 'lth"r tovirhoua", the ovnal of
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::tTl":.:":h. rGp.lE or reconsrruct lon vtrhln 30 dayr, the oenar or Ena other lovnboule ,nry do ao. Costr o( any uucir r€p6lr or raconrtrucllon rhrll bc pald It.- by lnar:rance ippllcarrla to thc d.ntgcd toynhouac. It thc cos! ot'.;;;i;-oo raconsrructton !xco.d! auch lncuranco, th. axcta! strill bc pald for by-ih. ornc,of th. dan.god tovnhouae and rn !ho evsnr rr.-iiiri-i""1.'olri-'J'i.oun.r of Ehr oth.r toenhou!. mry naho payn.n! and charge luii,3!h:r gvn.:, lnpoclng a llrn on'hla toinirouac fn tnr iiouni-of nr"ptylrGnt! plua lotcres! rt IOI paE dhnunl cortr and roaronrbl.a ttornayr. !ea!.
.5. thc aald prrty slll shall ba a prrty elll batyean ruch tovnhoure!.
6. th. ovnarr o! elthcr tovnhou.a ghall hazc ! prrgctu!l ctranent ln and to thrt prrc of the olhar tovnhoucc on gilch aala party vall lr locat.d, -for parly vall purpoarsr tncludlng D!lntcnrnce, rapa lr and lnairc!ion,
7. ?h! cos! of nalntalnlng the perty vallr all roofa and tha ertorlor valla of fhc butlrtlng in.ff L. bornr by th. ouner! o!both tovnhouoc! r! folloea: 6jf by parcal A, ani 35f by prrc.l, B.
8. In t.ho avant of danagt to or dcltructlon of,ald plrty nal,l fron .ny caur., thc thcn ovncrs o! thc tovnnouce challr ln
!he oLhcr tovnhou6e nay dernan,l repalr oc r€con6truc!lon ot thc,darnaged tovnhou6r to coorlltlon comlr,rrafri.- io that prlor to !he danagr and lf t.hc ovner of such t_tain,rqert t""ir,o,i"i 5;;;'";;
:l:..?I:p::llol:_:.t forrh ln parasraphs 2 and ? "uour, r-p.ir-or Ene proporLlonr r.l forth ln paragraphs 2 and ? abovr, rcpetr or rcbulld r!Id prrty v.ll, and iactr-r,.rcrr ovncrr hla n"f.a, iirroi.rcpr.rant!tlvar, ruccc!lorr and asalgner chall havr tfrr'riqti io
ss.v IJor,r)z !.1r, tnq etcn t'JCn Ovnef, hl! helr!, pAflonrl
::!t:.::lt:!-rvar, ruccc!lorr .nd asalgner chall havr thr righi io
artandad covrrrga provi!lont for at lcact rcplrcanlnt "o"i oi trr.-io"irroui.-"t iii-i, o"n". proo! ot !uch lnlurance ahal,l be auppllcC by ?rcrr ouncr upon tha rcquc!! by tnocher osner. upon raguart ot any orncr, ihr lnsurancc of ltc othcr ovner shall be rh"nded tc provld. to th. rcquarltng oynar, !
!:n dtl notlca prlor to crncellatlon ot lny rca6on. Any ovncr
T.1: ?t an),. tlne on. tarr or longcr aftcr lhe last appr;lrrl,oemend o: th! othar ovncr an appralsel for lnsurancc'iurponca of yach tov4hoular or nay heve ruiir apprelaal nader chrr;tn; th;oY|tar! cf cach tosnhorla ln thc proporllon, ,ut torlh tn prragr.l ts I rnd ? abovr ylth thc coJt! ther?of.
l!. ErcapL .r othorvl r. !t)ccl(icrlly prcvld.d ln srltlng,Ena o'/na? or oynaf! of cech toenhousn lhall a\ara [n tha frroPorllons set forth in paragraphs ;. rn,t ? .bovc cll crpcncea,llrbllitl.:.,and gcncrrl "it""p rlspon,ribillt14s ylth .."p""t io lha Parcel C {con[lon rrel) end all lnprovcnan:s thar.ron. Thr ovners of th. tognhoules, iroer tlne !o !lna, Jhrll und"rlat4 ruch landscapln r an,l ganrrn I o'!t l,)cr [:nJrr6yr,rarra" as they nrey rr.rlual ly
th. full urc of aald percy vall rcpaired ;;;-;.;;iit. -'-ri-ii,. -'
negllgcncc of-!ny ovnlr sirall erur. d"r.gc t,o or daltructron of t!ro Parcy vallr auch ncg!,lgcnt party ahell bcar thc antlre coata o[ rapelr or racooltruction. I
9, If th. ovnar !t rny tlre of .l!h.r tovnhouae ahell nrglrct or rrlulr to pry hli eherr, rr rrr.otn-pr"rii.ol.'ii-.;y .rpenr!, thc ovn.r et ruch tlar o! th. oth.r t6vnhourr:ity undcrtalc thc soat reeronably rcgulred h.rrundlr for rcprir,rGltor.tlon or i..lnt.n.ncc and rhall br .ntltlac to hrv: a ilqn ln tha-nrture of a atchenlcr a llen on th. toeatloulr of !h. ovn.r !o falllng to pay, lor !h. cort of such dctaulllng o,r.rlr.: rhrrr oi cuch vothp lntara!! rt lot par annu., coatc an6 rctroneblr attorneyrr fca!.
lo. €lch oea.r o( r tovnhouac shall obt.ln rnd Fllntrln a!all llacs lnaurancc agrlna! loae or dalrgr by ftre and auch olhcr hazards ^s arr gan€rrlly covcrcd ln lhc irc. ,:nder strndrrat
iL-__
lull tnarrrablr
o
'nd un.nlnrou6ly deon proper Ior trre harnonlorra l'nprovamant o! baLh roennourrr ln a eonnon lhonr. th. oyner of onr l.!,rrcol !hall not unroanonrbly dam,rgo thr valur ot tho othrr p.rc,. l ;rrch rt bv rho(l(ly upkrrp outildr, lrrtt boLlt osn4rr rhali nakrr cll rnrtoirablt r I (ortr to pr.rorv. d hornonlo,tr r:,),nrron 6p(,e,rr.inc. o! thr tru I ldln,1
r{
ID
proportl.onrlrrly vtth auch ovnerairlp. Tirc ovncr o( thc toynhour.on vhlch rano luch proprrt,y lc not'locatcd shall hrva rlt rcaronlbl. rlght! to lnrpaat, repalr and nalntaln auch lioperty aa lhall rppclr rcaaonablc iron tlrna to tlrnc.
,-- 13. It-lr exp.ctrd lhet comnon parklng and acccaa !rclll!I.r vlll bo provrdad on a portlon of !h. cornnon parc.l. Th. oenar! ot cach tonnhouac chall hivo cqual rlght to ur. o! luch lccorr and parklng laclllLtca !o thrt no ovn.i lhrlt hlndrr nor p.rarlt htr gu.!t! to th. bulldlng and parllng ar.ar and, (urthrrr no ofn.r lhrlr trk. or porart hlc auiata t6 tahr rnoro lhan onc-hrrf oi lrrr parklng aprc.! (ror ttn. [o trmo provldcd vr,thou! th. con!.nt o!th. olh.r ovn.r. It lr pr.runcO thar anovplovlng "i f f -
U" - r.C,, t,.0 fron tln. to tln., thr cocLs of r.hlch vlll'bc ahirrd oquefiy'uy Cha oenar! of cach toenhoulc. oth.r ,naInt.nanc., rrprir o.'
lnqloylnrnl of . auch prrklng rnd acc..r leclll!trraei, Ur i-gulrrA lron tlrf Co tln., tho rrnt. ahall bc undrrtekon upon- th. uninlrouc agra.nant o( Lh. ovnar! rrho ahall all rrprncra oqirrlly.
14. th. ealrn.nL! rnd r..!rlcLlon. hrrrby craat.at .r, rnd rhell br porprlucl lnd con.tru.d ar covcnantr iunnlng sllh th.land and.r(h rnd rv.ry p.rron rcc.p!lng by d..d or ilhrrrlro eny portlon of th. abovr dlrtrlbrd pronrirer-rtrill Ur dornrd to hrto
12. Ccnnon uttltty or 6.'rvlc€ connecLlonar corrhon (acllllltr or othcr cgutpolnt and propcrty locaeed on .lther ot !h€tognhouaar but uled ln coonon Hlth lhc othar ruch toJrrhJule, l!any thar. bcr ahall ba ovnad a! tenant.6 ln conaron ,uf eqr.rl ,
undlvltlcd lnt!rart! ln thr proportlon, !€t forth ln paiagraphe 2
f?9-?. ?:?*", by the ovnar! o! scch roenhou!. and alt. cxpinaca,and rrrDlrltt.l concrrncd elth ruch prop.rty rhall b. aharei
covenrntr her.ln contalncdr and rnay d.rlgnat. thr booh and paga of lhe racords ln vhlch thlr ln!trulrcat lc rccordrd.
15. Theac calercnt! rnd rcstrlctlon! nry ba ancndod or
:::ok:9 only -upon_ thr recordlng o! !ny lna!rurarn! duly rreeuLrd and rcknoylcdged by aII thr then rccord osncr! of thc cubJecE prantra!.
and g rounde.
16. ll any provlrlon rant!ncr, clrura, phraaar any clrcurctancer ls hrl<t ot thtr tnr!runrnt and ot aectlonr lentonco, cla|Jr",
c irculr!Cancc rtta ll not tG
ot lhlr ln!truncnt or any aactlonr or sord' or th. a?pllcrtlon thar.o! ln lnvalldr rhc vrlldtty o( iha r.,rrlnd.r tho rppllcrtlor of rny ruch provlalon,plrrla?, or vor<l lo roy other at (.ct.d thcreby.
acc.ptad !uch lccaptaO luch pr.nla.a elth th. und.rrt.nr!ln9 lhet hr lr bouqd h.r.by .nd .ntltl.d to t,h. bcnrllLr hrrrof r;d thrt tnv otha;bcnrllLr hrrrof rnd thr! .ny oth.r pr.6cnt or futurr ovnrr by drod or othrrvltr tr llDltrily bound hereby lnd cntltlcd to th. benrfl: hercofr !ll to lha aair rrt.nt a. though hc had. slgned thla lnrtrunent. th. undcrrlgncdr ln €recutlng lnd dellvcrlng d..d! to th. abovo dcrcrlbrd prrnlaer rry Provld., by rrferancG, ln catit corrv?9tncclr thrt th. rir. ...provld., by rr fe rancc,!d conveyancalr thet tha tata ara prey.,J!, rry r?r€r?nce, !n ltlo conv"ytnca!, that tha tata afa lubJect lo lhe tcrar, condl!lonar rcirrvatlonar r..trtcglonr rnd
l?.entltla3,€nly tvu
tovohouae
ovnor sh I p to sha rc
OYnerehip of thcre tovnhvdser 'lry bc by rny nunber O!but for.ll purposos h.rreln there rhrlt b. d..D6d to b.'onners'r the ovner of Tovnhouce Ono ond thc orlncr of Tso. lhe prcLler, lf nor:,r than onor hrvlng tha o( aech luch tosnlr,rua,. rhalI agreo anrong thrntalvcs hog tha ri,Jhtr .od obl irrrt ir):rr oC 6dch .ovncrchlp.
lB. Erch toenhouaa :h;rl t t.congl.t.re.J I sop.rrrta parcal ol
N (o
o? cotoRADo
EACLE
o
re.l ost,rtc (or al I purponr,..!, lnclrrrt rc6l e6tctc lrratlon and n|..r:honlcr!
19. Any ltrn f tlert hy .t rt ovn.,r ahall bc lubordlnrtFd to thc I len o(tlccd of trult o! the r,tnIt.
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lnrtruncn! t.aa
r1988 1
ny hlnd .nd o
ctplrcr
07 2 /2L
ln't, by rlly of lllultratlonr
I I''ns.
prrr;uant to thlt Doclarr'Clon
any (tral nortUcAo or !lr6!
Iti HITNgSS t{HEREOp, tha untlerslgned havc rroculed thl,lnlLrur.nt thlr 2 day or _S511glt__, f9?S_.
sRUCl CANtOtl
rcknovledgod ba !o rc by BRUCE CANToN
nc tfrlc -!
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EASEMETIIT,-
LOT 3, BLOCK 3
42,579. I
o 977
SQUARE
ACRES
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T AND RESUBDIVISION OF
,IDGE SUBDIVISION FILING NO. 3,-. VAIL, EAGLE COUNTY, COLORA'DO S RTDGE Loop
CTRIIFICAII OF DEOICATIOII AI{D OYTitRSHtP:
Xnor rll nen by therc preicnts lhrt Brucc CrDton. balng sole orrncr. In fee srmpre, nortEsgec or rienhorder of arl that rerr property ritu.ted rn the Town of vall, tagle County. Colorado. descrlbed as follo;s:
Lot 3, Block 3. uon,s Rldge SuMlvlslon f i ling
lto, j. Iolrn of vall. Eagle County, Cotorndo,
containlng 45,301 square feet or t.04 acres aore or I essi
have by these presents rrrd out, ptatted aad sutrdivrded t,re s.ne rnto lots and blocls !s shorn on thls flnal plnt un:ler Ure nane lnd style of Flnll pllt rnd Resubdlvlslon of Lo:3. Blocl 3, Llon.s Ridge 5ubdlviston ftling l{o. J.a subdlvlrlon In the loxn of Vall. Eagle County. Cotoradoi and doci hereby accept the respons{birity for the cmplefion of requrred inprov..oentl; lnd does hereby ddicate and set rpirt alr of the pubr tc rcads ar|d 0ther ;ubuc lmprovenent! ond ploces as 5horn on the lccoopaa.y in9 plat to th? ure r.f the public forcvori and do(.s hereb, dedlcate those portions of sald rerl poptrrty *hich are indicated as,tirefier.t on the tcconpany in9 plat ts ea3eipnt3 for the purpose shcrn hcreJn; and does Lrreb, grd t the r ight to install and ndintrin nt{etsdry structur,'9 l(1 tho rDlity res;.o.tsiblc for providirrg thr. services f(}r trhich thc r'ns('ncnt \ !re ect.lt,t ish!d.
fx(cutrd t1,rs -_. ,l,ry - , 1,1,. l,)li;,
ii-uit'Cairr,'r
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'-1t/Jt E LIL rA t 30.17 .oc -
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nrcrus
t77.:t
--t.r. | / N 23.
SASts oF EEARtNcs,
^*i:'*',WW*/i":::3[":,{*'f "[,tr!3**"'ERLYLot
ylF oF coMpLErto^ts, \ECEMilER. ts87 -D€t{or€s fruNo ptN C cap L s No. tlgor.
t
VICINITY ty,rAP
-SCALE, t", tOqJ,
@fv'
UFFER CREEK
sua otvt stoN
VA'L tsTTGHf S ,:%
V4 ..ILLAGE W
, \.rtLtHG HO.
VA,L VTLLrcE
rt
3t
T l-Il. f. u.q.lI|:r,lIt:
does herel't Ce. t
erani r'cC and ti tle to ,rll lands shown ui'on t\i! r,ldt havc been
and trldt ti tle t,J s,r h
er(e! t rr f ol lo.rs:
l.rntis is frle and Cle.r Of all ljens
ir red tf i-. _ - - dat of . __ _ A.D. tg.
ttarrc oi 1l rti conrpniu. or--A
trarirTis
ll,r !,.rn r ng l'urpofe3. larc!lt t{ hp 1'edted 'tr onr cntltt
i I lu.al .rn tta ( 0rntr i4ed lrca
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rl th t.:
o t t '..;
tv
9rx l.':''.-,;-;;'-. --l ' ,..-
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and t t he
ted In
-a n c?l r
*Mountain
ctPIl cATt 0r iarts r'At t :
l. the unoer:i\n..c. do \er t:: /
due and grtrble as ot
dcscri bed on this plat
Dr t?d thls
i atr 1t2",.'. t '..'" ' ,
lrHg ,t the ':lal,: ', ,..'
(,u' . r :.tt,..,J. r!,.C,1 t.:,_,.:
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'tr r.rtll viSi.;, .,r ;.. ..
r-.-.itl'/ l.hrt the ',nti.'. dr,.oun\ ,rl
'rpon all !'4...e1', 1l (.'al
td re:
ei td tr
' ..'ali.'p7-6T Ia9l e lc,untl--
..hf t : .', , .t.':.,..t.rt:4 L1.,6 \,rtt_,ver li(en:4, u.,dcr
rld., .-hat .' i,. ; la. 1.. t.;t,, (or.or-t rrr' Cofpl .tf a3
.., 1 \t,' k" h,'.'..t.t. lrr.rt <1..,r !lat xc. ra4t: lrqt a1 aCCUr
i ud4,k. -, ., t1q. . \i,,t 6qtt t.,)tTAjtlf ShOef rt
...r,. : _-' . ?.-.'.-'.^r... t^C .,.r12.., ot sal.t :,rbllvl .lon tc
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DY
aclrowleCAcd bef or'q 66 16i t -__- da/ of A.D. l9
l.ly cornri sston erpires
iJt toess ny hand an,,t so,|l
;io td ry Publ i c
o
Z0-rl I lic. lrl.Ll-', I 5 Ti.|.'rrlR_ C.tn'ifICAit:
Thls lirral pl,rt ls h,_,r,.by dnt,,oved l)y
this ._ --- day of
the irrh'n of Vai I lurrirro A(iriinrstrdtor
ittvst:
Town
Town
C lell
of v,r t I
IliD- .P.t.c r '!" 'f R , s
lhi., ; l,r! .Js I
," r'i oc \ f'!.
/,rr i ng A,,Juiristrator
Jr"wn of V,;tl
CL tP'(c_t p;,:-F t.c... T.t :
Ir,t' Ior rr,,-ord in ', he 0ffi69 9r 1t,s C lell. arrt, ReCOrder dt
ar,t is .!uly recorded ln gou I
2t:
_..-, l0 _ -..
tc
iJep u t.y
--}i +
o
TO:MIKE McGEE
. ------*\gn"EG aALL TODD CPPFI\jlJ=;MEF.
Relurn to RAIIDY sTcuDE!.
Town Planner
PROJEbT:i4&,r-/1 // .// rl r/ztlt F7 rt,--
INTER-DEPARTMENTAL R EVIEW
DATE SUBMITTED:DATE F PUBLI RING
COMMENTS NEEDED BY:
Engincering:
Reviewed by: Tsn N\rxnsez Datc: Amrdn rqq5
Commenls:
6r'
Nc€A tlQ a.,AbOtL,.n rr€ lte, g<"pud ceXatun1N(\\t & prcQo.+A Ccs\k()\)r5 a.tc^:ncl oddfncrr. ?
Propzrl {rodrnl 6a1g1ora@A Lt \
:hooid provide (d d(<unaqe aroxd tr6e odd \hff' lhoutc'
$reer\ a c.c5c-A,
"f
,rtrped'rtx're{ (
Landscaping:
Reviewed by:
Comments:
Fire Dcpt.:
Reviewed by:
Commcnls:
Dalc:
Datc:
\l r,l-Dislribuled to rhc Fire Dcpartment, pubric works, and Landsc aping on / | [ J
,.t' '\TO: rrtKf M"qee \.----
'\!
GREG HALL TODD OPPtrNjlil-iMEF:
Return to *oND' srcuDEli
Town Planner
) ,tri/i?"^-PROJECT:
DATE SUBMiITCO:
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF THE PROPOSAI-:
**,/l/prl/;h,}-
Datc:
Landscaping:
Enginoering:
Reviewed by:
Comments:
Reviewed bv:
Comments:
Fire Dopt.:
Reviewed by:
Dale:
n\*::,,", :'-)(-(s
commcnts: 2i7t 5f ;v..c1 n -r,.c-onG."{t f,tt'"*'^cf -ut
/ , .,t / ^ ,t /^-f
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59rl'"q.a. -@7v'";.t1 ptt,'[(o k]no' i,onrkl'u'
{ v.l i< }l'rtc \tn^e ,
DATE OF PUBLIC HEARING
Distributcd to the Fire Dcpartmenl, public Worl<s, and Landscaping on
o
D
boye ongheerlng, Inc.
143 e. meodow dr. sulte 390
crossroods sh@ping cente.
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f rxsrrctrrox's couPLBrED
The lteus belor oeed to be cooplete before
gLvlng a perol.t a flna1 C of O.
Please check off lu the bor provlded.
FINAL PLM{BING
DATEs
L-l
n FINAL IIECEA}IICAI,
DATE:
Ir.{PRoVEUEilt SURVSI RESID. trAME:
DATE:
T FINAL ELECTRICAI
FINAI, BUILDI,NC EAST SIDE:WEST SIDE:
DATE:
TE}IPOMRY C OF O
DATE:
CERTIFICATE OF OCCUPANCY
f-l LAlrDscAPrNc DrrE
DATE:
FILE NN,IE:
Plan Review Based on
tbe 1992 Uniform Codes
NAME: CANTON REMODEL DATE: 5-8-92
ADDRESS: 1853 LIONSRIDGE LOOP CONTRACTOR: CANTON CONST.
VAIL, COLORADO ARCHITECT: SANNER
OCCUPANCY: R-3 ENGINEER: NONE
TYPE OF CONSTRUCTION: V PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
Tbe items listed below are not intended to be a complete listing of all possible code requirements in tbe adopted codes. It is a
guide to gelect€d s€ctions of tbe codes. Tbe following ig not to
be construed to be an approval of any violation of any of the pro-
visions of the adopted codes or any ordinance of tbe Town of Vail .
1. SMOKE DETECTORS REQUIRED IN ALL BEDROOMS AS PER SEC121O
1991 UBC .2. ONE CONSTRUCTION REQUIRED BETWEEN HOUSE AND GARAGE.
INSPECTION REQUEST
TOWN OF VAIL
INS
CALLER
TUES READY FOR
LOCATION:\.
BUILDING: PLUMBING:
froot,*oa / srEEL -/v'ID FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH i D.W.V,
tr ROUGH / WATER tr FRAMING
- ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr
tr
SHEETROCK NAIL D
o
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
tr
o
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL tr FINAL
,Rlnenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
T .\ \ \ \'
PERMIT NUMBER OF PROJECT
DATE INSPECTOR
>' 'l' .- ,<INSPECTION REOUEST
PERMIT NUMBER OF PROJECT
JOB NAME DATE
READY FOR
LOCATION:
INSPECTION:
TOWN OF VAIL
CALLER
BUILDING:
O FOOTINGS / STEEL
PL
tr
tr
n
o
tr
D
tr
UMBING:
UNDERGROUND iO
.F,FOUNDATION / STEEL ROUGH / D,W.V.
ROUGH / WATER D
D
o
o
o
FRAMING
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL: 'r
o
tr
tr
tr
TEMP. POWER tr
tr
',t HEATING
ROUGH EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D FINAL O FINAL
tKeyioveo tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
= z(" T
4./' ,u, ,t/-i(. //tdl ,
DATE INSPECTOR
difrssop
INSPECTION REQUEST
TOWN OF VAIL PERMIT t\ll lf\rAtrEt r\tr PROJ ECT
DATE JOB NAME
CALLER
READY FOR
LOCATION:
INSPECTION:MON TUES . WED THUR FRI AM PM
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
_ ROOF & SHEER
" PLYWooD NAILING tr GAS PIPING
tr INSULATION tr POOL / H, TUB
tr SHEETROCK NAIL o
D tr
O FINAL tr FINAL
ELECTRICAL:
tr TEMP, POWER
MECHANICAL:
N HEATING
E
tr
ROUGH O EXHAUST HOODS
CONDUIT E SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,/>DATE INSPECTOR
_(t(-r )_) y J <:-)
PERMIT NUMBER OF PROJECT
TJAIE
READY FOR
LOCATION:
INSPECTI
NAME
MON
CALLER
TUES
J
INSPECTION REQUEST
TOWN VAIL /,r''-,-(r.l
WED THUR
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND 1i,*
O FOUNDATION / STEE-tr BOUGH / D.W,V,
tr ROUGH / WATER FRAMING
OOF & SHEER tr GAS PIPING PLYWOOD NAILING
O INSULATION D POOL / H. TUB
D SHEETROCK NAIL
O FINAL tr FINAL
ELECTRICAL:
B TEMP. POWER
MEGHANICAL:
tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
\A APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
niffisrcp
itt'i)J
INSPECTION REQUEST
PERMIT TOWN OF VAIL
4 ,i"
DATE
READY FOR
LOCATION:
INSPECTION:
CALLER
-MON ,,'-TUES ',_. WED
'-./ i r i
JOB NAME
PM
,,/
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
o UNDERGROUND 'Fi
O FOUNDATION / STEEL D ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
_ ROOF & SHEER " PLYWOOD NAILING U GAS PIPING
INSULATION O POOL / H. TUB
O SHEETROCK NAIL
tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
D HEATING
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL
PROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
o
INSPECTION REOUEST
TOWN OF VAIL t Ir ''
<,,1t-,,t;w
,1",L
THUR
5qi.r
PERMIT
DATE
READY FOR
LOCATION:
ROJECT
c/ Lro, *o"=
CALLER
INSPECTION:.MON
I lr-. ., ,:'\] }
TUES WE
i{^ At t
NUMBER/OF
BUILDING:
O FOOTINGS / STEEL
PLU
DU
DR
DR
l,,trI- t:
DP
D-
MBING:
UNDERGROUND
D FOUNDATION / STEEL ROUGH / D.W.V.
D FRAMING ROUGH / WATER
- ROOF & SHEER " PLYWOOD NAILING
'^\r{'+'GAS PIPING C--'i I
tr INSULATION POOL / H. TUB
!
tr FINAL
O SHEETROC
ELECTRICAL:
O TEMP, POWER
MECHANICAL:
tr HEATING
o
tr
tr
ROUGH D
tr
tr
EXHAUST HOODS
CONDUIT SUPPLY AIR
D FINAL D FINAL
,APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
PERMIT NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL
rl
DATE JOB NAME
READY FOR
LOCATION:
INSPECTION:'.
CALLER
,'rurs AM PM WED
BUILDING:
O FOOTINGS
O FOUNDATI
O FRAMING
/ STEEL
PLUMBING:
E UNDERGROUND
O ROUGH i D.W.V.
tr ROUGH / WATEF
ON / STEEL
- ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
O INSULATION tr POOL / H. TUB
E SHEETBOCK NAIL tr
tr
tr
tr
FINAL
MECHANICAL:
O HEATING
tr EXHAUST HOODS
E SUPPLY AIR
tr
tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
"bt .''
DATE INSPECTOF
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
,,.'',
JOB NAME
INSPECTION:
CALLER
(TUES )\:J-'WED
INSPECTION REQT.,ESI
TOWN OF VAIL
t'.' I i
ILDING:PLUMBING:
ioot,*Li / srEEL tr UNDERGROUND
-tr
D
D
D
o
tr
FOUNDATION / STEEL D ROUGH i D.W.V.
tr BOUGH / WATER FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL i H. TUB
SHEETROCK NAIL
FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
J*PPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
Orrr+
---,
=-'
Date
Project Application
Pro jeci Name:
Pro ject Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot Block Zone
-
Com menls:
Design Review Board
Motion by:
Seconded by:
A PPROVAL DISAPPROVAL
Summary:
F"Approval
O ..rr' sed, s/A/st
DRB APPLICATION _ TOTN O!' \/AIL, COI,ORADO
DATE APPLICAT]ION RECEIVED :
DAI'E OF DRB MEETING:
*rt***i***
TITIS APPLICATION }IILL NOT BE
T NTIL ALL REQUIRED rNFOR!,rAtrON **********
PROJECT INFOR-VATION:
A. DESCRIPTION:
ACCEPTED
IS SUBr.{rrtED
B. TYPE OF REVIEW:
I.r Construction (S200. 00)
Addition ($50.00)
)< Minor Alteration ($20.00)
Conceptual Review (90)
IJD\ L-
.->b-LocK -
ADDRESS:
LEGAL DESCRIPTION:tot 3
c.
D.
J.
Subdivision hrurrcc- 3 , Lrc,p5p_.\Gz 5tlB .rf propert.y is described by a meets and bounds legar description, please provide on a separate sheet and attach to tir j-s applicatior.r.
ZONING:
LOT AI1EA: ff required, applicant must sramped survey show j-ng lot area.
NAME oF APpLTCANT, -RQ,s.* O. Co_l-r-oun Mailing Address: r=.
provrde a current
G.
Phone
NAME OF APPLICANT' S REPRBSENTATIVE:Mailing Address:
Piione
*STGNATURE (S) :l"lai.ling Aodress:
Phone
K.
Condon,inium Approvat if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at the uime of submir.rq+ of DRB applicariorr. -L;;;;,
when applying for a building_ permit, please iOe"tify*tfi.accurate vafuation of the proposal . The town 6f vail wi lI acJ jr-rsL the f ee _ar:cording^ to the t able beIo", 'to
errsure Lhe correcl- f ee is paid.
F'F,R qT-HtrNTIT E..
VALUATION $ 0 - $ 10,000 $ 10,001 ; $ 50,OO0 I50,001 - $ 150,000
$150,001 - S 500,000 $500,001 - s1f 000,000 $ Over $1, CO0,0O0
FEE
$ 20.00
$ s0.00
$100.00
$200.00
s400.00
ss00.00
* DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YE"AR AFTER TINAT APPROVAL UNLESS A BUILDING PERMIT IS ISSUED A}ID CONSTRUCTION IS STARTED.
**NO APPLICJITION WILL BE PROCESSED WIIHOUT OWNER'S SIGNATURE
Project Application
Project Namel
Proiect Description:
Contact Person and Phone
Owner, Address and Phone:
Arch itect. Address and Phone:
Legat Description:tot b .atocx 3 ,ril,ng
Com menls:
Design Review Board
Date
Motion by:
Seconded by:
APPROVA L D ISAPPROVAL
{ a,rttApproval
?d ffo wb 7r=
- ,/' t"v
DRB }PPLICATION - TOT{N OF VAIL,
DATE APPLICATION RECEI\ED :
DATE OF DRB MEETING:
revised 9/4/9L
COIORADO
Rgl[l '''l rifj\i'
rErs APPLTcerfi;;;Tiior "r AccEPTED
T'NTIL AI.L REQUTRED INFORIIATION IS ST'BI.IITTED
l**t****t*
r. PROJECT ]NFORMATION:
A. DESCRTpTTON: Z\ (- *- Atrn lnOD -tO <':cnvsnaq,,
Cs
B.TYPE OF REVIEW:
New Construction ($200.00)Minor Al-teration (920.00)
c.
D.
) Addition ($50.00)Conceptual Review ($0)
ADDRESS:\153 LrosrS -P.Db-z Lc-,c ?
LEGAL DESCRIPTION: LoI Block 3
Subdivision Ltou I P-bc,'t f1,L*rr.:(- "3
If property is described by a meets and bounds legal description, please provide on a separate sheet and attach to this appfication.
E. ZONING:
F.LOT AREA: ff required, applicant
stamped survey showing lot area.
mrrRt nrow i de a crlrrent
G.
H.5 \t.rft-NAME OF
Ma i I i nrr
APPLICANT' S REPRESENTATIVE :
Address:
Phone
I.NA-I.,18 OF OWNERS:
*SIGNATURE (S) : ]Mail-inq Address:
Phone
J. Condominium Approval if applicable.
K. DRB FEE: DRB fees, as shown above, are to be paid at
the time of submittaf of DRB application. Later, when
applying for a building permit, please identify the
accurate val-uation of the proposal. The Town of Vail will adjust the fee according to the table below, to
ensure the correct fee is paid.
er
FEE SCHEDULE:
VALUATION
s 0 - $ 10,000
I 10,001 - s 50,000 s 50,001 - s 150,000
9150,001 - S 500,000
$500,001 - $1,000,000 I Over $1,000,000
rEE
$ 20.00
$ s0.00
s100.00
s200.00
$400.00
$s00.00
* DESIGN REVIEW BOARD APPROVAL EXPIRES ONE YE"AR AFTER FINAI
APPROV}I T'NI,ESS A BUILDING PERMIT IS ISSUED AI{D CONSTRUCTION IS
STARTED,
*iNO APPLICATION I{ILL BE PROCESSED WITBOUT OI{NER'S SIGNAIITRE
NAME OF APPLICANT:
Mail-lnq Address:
II.PRE-APPLICAT MEETING:
A pre-applicalion meeting with a member of the planning
staff is strongly encouraged to determi-ne if any additional application information is needed. It is the applicant's responsibility to make an appointment with the staff to determine if there are additional submittal- requirements.
P]ease note that a COMPLETE application will streamline the approval process for your project.
rII. IMPORTANT NOTICE REGARDTNG ALL SUBMISSIONS TO THE DRB:
A. In addition to meeting submittal requirements, the applicant must stake and tape the project site to indicate property lines, building lines and building corners. A1I trees to be removed must be taped. All srte tapings and staking must be completed prior to the
DRB site visit. The applicant must ensure that staking
done during the winter is not buried by snow.
B. The review process for NEW BUILDINGS normally requires two separate meetings of the Design Review Board: a
conceptual approval and a final approval. Applicants
shouLd plan on presenting their development proposal at a mj-nimum of two meetings before obtaj-ning final
approval .
C. Applicants who fail to appear before the Design Review
Board on their scheduled meeting date and who have not
asked in advance that discussion on their item be postponed, will have their items removed from the DRB
docket until such time as the item has been
rarrr r}. l i clrad
D. The following items may, at the discretion of the zoning administrator, be approved by the Community
Development Department staff (i.e. a formal hearing
before the DRB may not be required):
a. Windows, skylights and similar exterior changes which do not alter the existinq plane of the building; and
b. Building addition proposals not visible from any other lot or publrc space. At the time such a proposal is submitted, applicancs must include Ietters from adjacent property owners and,/or from the agent for or manager of any adjacent
condominium association stating the association
approves of the addition.
E. If a property is focated in a mapped hazard area (i.e.
snow avalanche, rockfafL, flood plaj-n, debris flow,wetfand, etc), a hazard study must be submj-tted and the
owner must sign an affidavit recognizing the hazard
report prior to the issuance of a building permit.
Applicants are encouraged to check with a Town Planner prior to DRB application to det.ermine the relationship
of fhe n-onF-fv f() el l mannc6i hazafdS.errL tj! vt-v! ul' ^.."i.j."
F. For all residential construction:
a. Clearly indicate on the floor pl-ans the inside
face of the exterior structural- wall-s of the
l-rrri ldinrr: :nd vur ruf LrY, ur
b. Indicate with a dashed line on the site plan a
four foot distance from the exterior face of the
building walls or supporting columns.
G. If DRB approves the applicaLion with conditions or
modifications, all conditions of approval must be
resolved prior to Town issuance of a building permit.
-
HTo$ \c
t
Co
LIST OF MATERIALS
a-.
NAME OF PROJECT:
LEGAL DESCRIPTION: LOT R BLOCK suBDrvrsroN Lror-r.,0-.rnc,a Fr--3
STREET ADDRESS: t€53 LtOu,) z-.OQra Lrs<,P, Lrs,un Ce
DESCR]PTION OF PROJECT:
<,D> OF L_'A.\-rro\) Ou?r"-stz
The following information is
Revi-ew Board before a final required for submittal to the Design
approval can be given:
A.BUILDING MATERIALS:
Roof
Sid j-ng
Other Wa11 Materials
Fasc ia
Soffit s
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Fl-ues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
LANDSCAPING: Name of Desj-gner:
Phone:
PLANT MATERIALS:
PROPOSED TREES
TYPE OF MATERIAL
C*oqc,- 3i{A€-
u?trircor.- C?DAtu -TA MASru :irJr.
COLOR
B.
Botanical Name Common Name Ouantitv Size*
EXISTING TREES TO
BE REMOVED
*Indicate caliper for deciduous trees. Mininum caliper for
deciduous trees is 2 inches. Indicate height for coniferous
trees. Minimum heiqht for coniferous trees is 5 feet.
AN\"rIioO
\
PLANT MATERIT: Botanical Name Commohame Ouantitv .Size* |T-o . i
,. PROPOSED SHRUBS . . I
EXISTING SHRUBS
TO BE REMOVED
*Indicate size of proposed shrubs. Minimum size of shrubs is 5 qaflon.
Tvpe Sguare Footage
GROUND COVERS
SOD
SEED
TYPE
OF IRRIGATION
TYPE OR METHOD OF
EROS]CN CONTROL
C. LANDSCAPE LIGHTING: If exterior lighting is proposed, please
show the number of fixtures and locations on a separate lighting p1an. fdentify each fj-xture from the Iighting pJ-an
on the list below and provide the wattage, height above grade and type of Iight proposed.
D. OTHER LANDSCAPE FEATURES (retaining walIs, fences, swimming poofs, etc.) Please specify. Indicate heights of retaining walls. Maximum height of wal-l-s wi.thin the front setback is 3 feet. Maximum height of wal-l-s efsewhere on the property is 6 feet.
r 'D -i i{
-;
,,r i lesz R. J.. lgish
Consulting Engineering
Geologist, Inc.
April 25, l992
7101 West Yale
Avenue, No €01
Denvet Colorado 80227
303 986,6658
1"1r. Eruce f,snlon
| 855 Lions Ri@e Loop
Vail, Co 8165 Z
Re: Geologic Hrzards Asse*me nt, Addiii on to 5i ngle Fa mi I g Reside nce, I 85 3 Lions Ridge Loop,
Vail, Colorcdo.
Job Ho. 190{ I 26}
Detr l1r. f,rnton:
As requested, I Mve observed and aesessed geologic condi ti ons pe rti nent to go ur lot atd gou r
planned oddition i n order to evol uate the li keli hmd thal the addition vould be rublect to geologg-
i nduced hazards or itnt comtruction of the sddition vould create or lrigger geol:gic condilions thsl
mightposeahazordtothehomeortoneighborirqfocilities. Theresidenceondtle plannedaddition
are sited vithin Lot 5, Block 5. Filing 5 of the Lions Ridp Subdivision. The addiiion to the house
is to he about I 2 feet I ong bg 6 feet v'ide, and vould i rnl ude an 8-foot deep basenent excavrlion.
The site sppesre to nn to have lov geologic sensitivitq. Thick slopevash soils blonkel
relolivel 11 slrong sedi rnentarg rock strato, nni nlg sondstones and shales, of the lli nturn
Formttion. Ttnse beds dip into the hillside ot 50 to 40 degrees. I anticipate no adverse impcts on
the essentiollg benign geo'logic condition-q st this site ffi I re$ult of the construction of the planned
tddition, thus neighboring facilities {homes, rights-of-var1, rsads, streets, essements. utilities
or focilitiet, or athr properties of ang ki nd) should not be subjected to additional geologic risk.
0bvicuslg the cut tbr the bffiemenl, expected 1o be in soils. should be properlrl braced durirq
exctvalion ond conslruction. Also, I perceive no geologic corditions lhot vould sub-iecl the phnned
a#iliontoasignificontgeoloqichuard. Thegroundacrossthebuildingsiteandvicinitgappeore
to be stable; the site does not lie on sn alluvial phin or debris fan; rnd the rock fail risk apgears
to be lov lo rbsent.
Hopefullg these comment* vill cover dequrtelrl the geolqic hazard assessment for the planned
oddition . lf rlou have ang queslions, hovever, please coll.
[onsulti ng Engi rceri ng Geologirt
Consutafl to Desrqrers Contractors, Planners
Aprt]- 24, 1992
Design Review Board
Town of ValL
To lfiron It Concerns !
Both Pan and I have revlewed the plans for proposed addltlon of the
Canton DupJ"ex' drawn by Mlchael Sanner, dated Aprl1 L5, L992.
We feel that the proposed additlon makes sense for our neighbors and are
ln agreement to allow them to proceed.
S incerely,
,Qon and Pan Kte
.i 2,^-L^_J-tll-^-,
A*tJ["t(
ZONE DISTRICT
PROPOSED USE
Height
ToTal GRFA
Primary GRFA
*4cA *tr Voelc
Proposed
''--
l.') A'\
ZONE CHECK
FOR
SFR, R, R P/S ZONE D]STRICTS
,--2 t -_)Block /! aIang
PHONE
5750
t50o
4rq
20,
15'
15'
(30) (s0)
'7i,.U--.r.V"t 1t',
'Lat0Q,
\4; (,r.:'FA
-a rl
?,, / 6l
'-) Reqrd
(300) (600) (900)
Darrni f f a.| ql /rn6 v+vyv
1) Flood PIain
2) Percent Slope
l\JcPe (L' 4,,
(,2ool ',{,i*:
.\'-1_
8% Actu lope
Date approved by Town Engineer: /---/
Yes No / ???
3) Geologic Hazards
a) Snow Ava1anche Llll
b) Rockfalr Vtffi-c) Debris FlowA
4) Wetlands
Previous conditions of approval (check property file)
Does this request involve a 250 Addition?
How much of the allowed 250 Addition is used wi-th this request?
**Note: Under Sections 18 - 12.090 (B) and 18.13.080 (B) of the Municipal
Code, lots zoned Two Family and Primary/Secondary which are less than
15r000 sq. ft. in area may not construct a second dwelling unit. The
Community Development. Department may grant an exception to this restriction provided the applicant meets the criteria set forth under
Sections t.8-I2.090(B) and 18.13.080(B) of the Municipal Code including
permanentJ-y restricting the unit as a long-term renlal unit for full-
time employees of the Upper Eagle ValIey.
DArE: 4l+n lq2-
^LEGAL DESCRIPTION: Lot 'T
ADDRESS
OWNER
ARCHITECT
c l.-{t-/
bw1
(30) (33)
Exi st inq
1bt{
secondary 5sps L4U[t + 42s = LU,l Ai
Setbacks Front
S i-de s
Rear
Water Course Setback
Site Coverage ?,Ofr /
Landscaping
Retaining Wall Heights
Parking
Cl rarra f-rori i t
Drive :
View Corridor Encroachment
Environmental- /Haz ards :
SUBDIVISION
JOB NAME
LOT BLOCK FILING
ADDRESS
The focation and availabil,ity of utilities, whether they be main
trunk lines or proposed lines, must be approved and verified by
the following utllities for the accompanying site plan'
Authorized Siqnature Date
U.S. West Communications
r-800-922-1981
468-6860 or 949-4530
Public Service ComPanY
949-5181,
Gary Ha1l
HoIy Cross ELectric Assoc.
9 49-5892
Ted Husky/Michael LavertY
Heritage Cablevision T'V.
94 9-5s30
Steve Hiatt
Upper EagIe ValleY Water
& Sanitation District *
A1 6-'t 480
Fred Haslee
NOTE:1. This form is to verify service availability and
location. This should be used in conjunction wj-th
preparing a utility plan and scheduling
installations.
2. For any new construction proposal, the applicant
must piovide a completed utility verification
form.
3. If a utility company has concerns with the
proposed construction' the utility representative
siroufd note directly on the utility verificaLion
form that there is a problern which needs to be
resolved. If the issue is relatively complicated,
j-t should be spelled out in detail in an attached
l-etter to the Town of Vail. However, please keep
in mind that it is the responsibility of the
utility company and owner to resolve identified
Problems.
4. If the utility verification form has signatures
from each of the utility companiest and no
comments are made directly on the form, the Town
will presume that there are no problems and that
the develoPment can Proceed '
5. These verifications do not relieve the contractor
of his responsibility to obtain a street cut
permit from the Town of VaiI, Department of Public
Works and to obtain utilit'v locations before
diqqinq in any pubtic iignt-of-way. or easement in
tne fown of Vail. A buildinq permit is not a
street cut permit. A street cut permit must be
obtained seParatelY '
* please bring a si-te plan, floor plan, and elevations when
obtaining upper Eagle Valley Water & sanitation signatures. Fire
fl-ow needs must be addressed-
TO:
FROM:
DATE:
RE:
Town Council
Coromunity Development Department
April L7 | 1990
A request to arnend the geologic hazard nap by
reclassifying Lots 2,3,4, 5 Block 3, Filing No. 3,
and Lot L, Filing No. 2, Lionsridge Subdivision from
high severity rockfall to mediun severity rockfall.
The Hazard Ordinance includes a provision to allow property
owners to anend their hazard designation. The owners of the
above referenced property have submitted a site specific study to
justify this amendment. This decision is the purview of the Town
council with no input or recomnendation fron the Planning
Conmission or other Town boards.
The staff has not provided a reconnendation in response to this
request. This is due to our lack of expertise in geologic
engineering. This discipline, as acknowledged by geologjsts, is
inherently subjective and subject to varying interpretations.
The following is taken frorn the 1984 rockfall study that
established the two rockfall zones within the Town:
rrlt must be understood that the interpretations of rnany
geologic hazards, including rockfalls, are subjective to
lorne degree. No two geologists would draw run-out lines at
the same exact location in all areas of a particular study.
By the same token, not all geolog:st would assign the sane
degree of severity to any particular rockfall. . . This not
withstanding, there may be disagreements with some of our
conclusions. rl
It was clearly the intent of the Hazard ordi-nance to a1low for
modifications to the napping based on site specific analysis. It
is acknowledge that the Town-wide reconnaissance conducted during
the developnent of the 1.984 study is not as detailed as a site
specific analysis. In theory, the study subrnitted for this
arnendurent should provide more detailed and accurate infonnatj.on
than the Town-ltide study. While we have no reason to doubt the
findings of the report filed for these 5 lots, we are lacking the
background to provide the council with a definitive
recornrnendation with regard to the reports validity.
Office of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81557
March 12,1990
Subject: GEOLOGIC HAZARD CLASSIFICATION for Lots 2, 3, 4, 5,
Block 3 Filing No.3, and Lot 1 Filing No.2, Lionrs Ridge
subdivision, Vail, Colorado.
Director of Community Development:
On behalf of myself, Jill S. Dowd, owner of lots 2,4,5, in filing No. 3
and Mr. Bruce Canton, owner of lot 3 filing No. 3 and lot t in filing
No. 2, I would request a hearing before the Town of Vail council to review
the classification of our lots in the Geologic Sensitive Area Map.
We would desire that our lots be reclassified to a Moderate Risk Rock Fall
Area from its present High Risk Classification. lam submitting a site
specific geologic report from Mr. Robert James lrish which supports our
request for the re-classification. My address is; Jill S. Dowd, P. O. Box
3128, Vail, CO 81658-3128 and Mr. Cantons address is; 1853 Lion's Ridge
Loop, Vail, CO 81557.
Please feel free to contact me if there are any questions concerning our
request. Thank you for your cooperation.
Sincerely
Bruce O. Canton
n01 West Yao
Avenue, No. 501
Denvet Corcrado 80227
303-986.665E
0ctober 2, 1989
CanLon Constructlon Company
1853 Llons Ridge Loop vall, C0 81657
At tn:
R. J. lrish
Consulting Engineering
Geologist, lnc.
Mr. Bruce 0. Canton
Ceotoglc Hazards SLudy, Lots 2, 3, ll & 5, Block 3,
Flllng No. 3, and Lot 1, Flllng No. 2
Lions Rldge Subdivlsion, vall, Colorado
Job No. 190( 126)
GenLlemen:
As requegted by your Mr. Bruce Canton, lhe undersigned condueted an enSlneerin8
geologic reconnalssance of lhe five subjec! IoLs, whlch occupy a gecLor of lhe
south-facing slope of the Gore Creek VaIley lmmedialely northeast of the Buffehr
Creek Valley at the easLern end of the I'lest Vall area. The four lots are located
ln the sl'Il ,/4, Nl'Il/ll , Sec. 12, T.5s., R.81w., Ea6le county, colorado (Flgure l).
Our obJectlve was to generally outllne geoLoglc condlLlons across uhe sLudy area
and bo assess whether any of those condilions constlLube geologic hazards
sufflclently severe to resLraln or preclude development of the properLy as
planned. tle understand single famlly and/or duplex residences are to be
constructed on these four loLs.
From Lions Ridge Loop, at about E1ev. 8120 feeL to 8130 feet, the I'ots exLend
northward up Lhe sl.ope of a long, narrow, Hest-trendlng ridSe spur of the valley
slope to about EIev. 8260 feet. The rldge crests a! abouL EIev. 8440 feet to
Etev.8460 feet. The slope dlsbance from Llons Rldge Loop to Lhe top of the
ridge is on the order of 600 to 700 feet. From lhe ridge crest down to about
Elev. 8220 feeL (about the cenLer of the lots) the ground slopes at about 1.75:1 ,
rrhereas below bhaL elevation to Lions Rldge Loop lhe ground slopes at about
3.6:1. We unders,L_a_nd the homes wqul d--be. -conslruc L ed adJa,ceni to Lions Ridge Loop
on Lhe flatteFsloped sectors of lhe lot. The steeper' upper part of the rldge
slope |s dlsrupted by 2 main rock bluffs ranglng from 10 feet to as much as 50
feet, high. A few trees are scattered across the gludy area, but for the mosL
part, vegeta!1on is Iimited Lo brush and natural Srasses.
Sedlmentary rock strata of lhe Pennsylvanlan-age (290 to 330 miLllon years ago)
Mlnturn Formatlon consLitute bedrock across the study area. These strata lnclude
malnly sandsLones, a few shales and a few thick llmestone unlbs. These dlp
northward into the hillside al 30o to 40o.
Consultant to Designers, Contractors. Plannefs
R. rJ.'lrish
Consulting Engineering
Geologist, Inc.
Canton ConsLructlon Company
October 2, 1989
Page 2
The bedrock, however, ls blanketed (excepb for the rock bluffs) by slopewash and
balus soils doHn to about Lions Ridge Roacl. BeIoH Llons Rldge Road a xest-
southwesb trending rldge spur of glaclal moraine ls plastered agalnst lhe foo! of the slope (Figure 2). The sandstones typlcally are flne-gralned and fine to
coarse-gralned. They are locally conglomeraLie, thin to masslve bedded, weak to
stpong, and the joints are Hidely spaced. The lImesLone ls flne-gralned to
mlcrocnystalline, strong Lo very strong, thick-bedded and Hlth Jolnts wldely
spaced. The unconfined compresslve sLrengths of the sandstones probably range
from 10,000 ps1 to 15,000 psi, whereas those of Lhe llmesLone range probably to
3C,000 psi. The shale unlts typically range from seams withln the sandstones to
thin-bedded units up to a foot or so thick. Those thlcker unlts, however, are
rare. The unconfined compressive strengths of Lhe shales probably range beLHeen
2,000 psi and 6,000 psi.
The slopewash and balus soils are unsLratified, sandy, gravelly, cobbley clay
wiLh scaLtered boulders. Thls ls mainly sandstone debrls. The soils form an
apron developed below the sandsbone bluffs down to Llons Rldge Loop, thus range
from a wedge-edge upslope to probably as much as 10 to 20 feet thi.ck adjacenL to
the road. These solls have been deposlted prlmarlly by sheet wash, lhus are
expecLed Lo range from loose to medlum dense, and probably are subject Lo
dl fferential seLtl.emenL when weLt,ed.
South of Lions Rldge Loop, the glaclal moralne soils are principally a heLero-
geneous mixture of sand, Bravel, cobbles and boulders ln a silL to clay matrlx.
The solls lnclude both sandstone and granltic rock debris.
Except for a potential rock fall hazard, we found no evidence of potenglal
geologlc hazards wiLhin the study area. So long as dwellings af_e_const ructed
wit,hln these IoLs wiLhout significantly chancinR the exisblnE ground cor]ditlons,
thus the sLabi 1i tl-oT-tFe-oirs-ano/oi --"o.r, nitntn in. building-site3 and
vicinlty, slope stabili[y should noL be impaired. Cuts and fllIs on the lobs
should be tiepr lcj r.r* Ti . e. , on the--rcrder of - 3 feEt,- or less), or should be
geouechnlcally deslgned. No unusual or sdv^"eTe-1E61;itlerafeo-outT?Ing _._-.-..--__'_--_-'--foundation condltions are expecLed. BulldinF on i
streeLs, rights-of-way, easemenLs, utilitles or faclllties.
The outcrops of rock, prlnclpally sandsLone buL lncJ.udlng some layers of
llmesLones as wel1, Jut out of lhe rldge slope as long, narrow bluff: as much as
50 feet hlgh (Flgure 2 ). Coleeivably_ rock=lfoclr ancl_ plalq_g--ceulcl tgp.pJ.e f rom
these bluffs to roll and bounce down the slope. These theore!lcalIy could
constitute a hazand to builclings constructed on bhe slope b-e-t ow.-ThaL rock fall
-i i-s k,,re berl evE,-neEo a-i o ffi -u-o-t, hJne p robab-i-rj t y o f an
event and the severl.tJ_ of the event (the slze of a parLicular block thaL could
toppl.e )
R. "1. lrish
Consulting Engineering
Geologist, Inc.
Canton Constructlon Company
October 2, 1989
Page 3
We belleve bhe rock fall_risk, in terms of probablllty, l.s_ ]o_q_.!or Lots 2, 4 and
most of 5, but ls judged to be medium across most of Lob I and a small area aL the goutheastern corner of Lot 5-(Figure 2). The bluffs ibove Lots 2, 3, 4 and
most of 5 are relatively na-riow and are formed of sandstone thaL appears to be relallvely masslve. Although we found evldence of looseness of a few thin plales
and small blocks of rock, for the most part the rock across the Iedge tn the vtclnlty of E1ev. 8330 feet to Elev. 8345 feet and the nore promlnenL bluff ln the vlclnlty of EIev. 8380 feet to Elev. 8{20 feet appears !o be relaLlvely
lntacL. The jolnts Lhat are open tend to be perpendlcular to bhe slope rather
than parallel to lt. Moreover, the strata dlp lnLo the slope rather than ou!,
thus rock bLocks are much less llkely to topple wlt,h those planes as thelr basal
separatlons.
Over geologic tlme, blocks have separabed from lhose tno bluffs, bul mosL of
Lhose appear Lo be qulUe o1d. Many are partly burled ln the slopewash and ta1us,
and the fresh rock surfaces origlnally exposed by the breakup of those rock
masses as they feIl are noH weather-coat,ed. Thls evldences considerable
anLiquity. Wlbh rare exception, these blocks have scattered onLy aboul 150 Lo
200 feeL downslope from the bluffs from whlch Lhey are derlved. The residences
Lo be construct,ed would be placed more Lhan Lwlce lhat dlsLance aHay from the
bluffs. MosL of the rock bLocks have broken up when they ioppled lnlo smaller
plaLy masses that have not travelled far from Lhe outcrop. They are trapped by
the vegetation and other rock blocks strelrn across the upper part of the slope.
l{e cannoL complete}y cllspel the possibility that ln some future tlme large rock
blocks loppling from these two outcrops may lnvade Lgtp 2,-i, U and 5, but the
geologic evj.dence lndicates that those events are rare and the risk 1ow.
The rock forrnlng the lower bluff from about Elev. 8140 feet to EIev. 8380 feet
and extending easLward along the slope above and easL of the eastern half of Lot
No.5 appears to be significanbly more blocky (Figure 2). -Thoda'-blocks from
pl.ace to place appear to be more prone to toppllng Lhan elsewhere Hilhin bhe
study area. Thls Ls evldenced by a fan of o1d rock blocks that are scaLt,ered
below the bluff above LoL I and easLward for abouL 230 feet. ConsequenLly, we
have Judged the rock hazard rlsk for most of Loi I and a small pa4--gl-19il--io,'/n:'( '*
oe meorum. rnrsffiu e rocK
blo-cks Lhat can be lgmove!__!f--esowba!ring. Addltlonally, tle__lxlg-e-r blocks
denoted by Xrs numbered I and 2 on the geologic map (Flgure 2) should be removed
b-fjight--bLae!1ng. A]lernaLively, those rock blocks ,ggld--U-9--F"il!ith- r;ck
bolts. Removal appears to us to be a preferable answer, hoHever. Scallng of
loise slabs and blocks could be extended to the rock ouLcrops to the west also.
This would be merely an insurance measure Lhab would reduce the already low rlsk
of rock fal]s by only a small lncrement.
R. J. lrish
Consulting Engineering
Geologist, lnc.
Canton Constructlon Company
October 2, 1989
Page 4
l{e hope the above commenls Htll be of propertles. If you have any questlons
our Hork, please feel free bo cal1.
Consultlng Engineering Geologlst
RJI: ct
some gervlce to
or uould 1l ke
you as you develop these
to dlscuss any aspecLs of
8@--
-.-i:--\-_-_----___-\_
I
,+r
-N-
I o rooo 20'oo 4ooo
-
SCALE IN FEET
R. J. IR IsH
CONSULTING ENGINEERING GEOLOGI ST, INC.
PROPERTY LOCATION MAP
DATE: 9/30/89 JoB NO., 190 (126)
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NOTICE
You are hereby given notice by the Community Development Department of the Town of Vail that the property foi which you requested a building permit is located within the followino-geologically sensitive areas (those marked. wi-th a check beiow)
A. DEBRTS FLOW
Please call the Department of community Developrnent at (303)476-7000 if you have questi_ons.
HIGH HAZARD
MODERATE HAZARD
B. DEBRIS AVAI,ANCHE
HIGH HAZARD
C. ROCKFALL
XX HIGH SEVERITY
MEDTUM SEVERTTY
The. following geologic studies have been submitted to our office. These studies confirrn the existence of the above noted areas of geologic sensitivity.
AFFIDAVIT
acknowledges that helshe is located within the Town of
and he she has been iven notice of a1I studies,/reports submit to the De t of Commun Development that have been conducted to date with reqard the eoloqic sensitivic of said area(s)
and that he/she has requested a building perrnit to construct a structure on said property. The undersignea further acknow'l edges that he has received personil notice frorn the cornmunity,Developrnent Department oi the Town of Vail that said property.is located in the following area(s) of geologic sensitivity: High Severjty Rockfall
v ?LzeL+>(Datd) \
Bruce Canton gerebv
the ow@roperty
Vail, CO:
tti INSPECTION REQUEST
TOWN OF VA|L I ,PERMIT NUMBER OF PROJECT
CALLER i . .:
READY FOR INSPECTION: MON TUES WED THUR FRI AM.PM
LOCATION:
BUILDING:
tr.FOOTINGS / STEEL 1r i i.
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
O FRAMING
n ROOF & SHEEB " PLYWOOD NAILING O GAS PIPING
tr INSULATION O POOL / H. TUB
D SHEETROCK NAIL o
tr tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
tr
o
D
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr
O FINAL tr FINAL
.tr/APPROVED
; CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
INSPECTION REQUEST
TOWN OF VA|L J ,sb
PERMIT NUMBER OF PROJECT
DATE JOB NAME
READY FOR INSPECTION:MON
CALLER
TUES THUR FRI AM PM
LOCATION:
l)
'"1 1/.?, -:_
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
O INSULATION tr POOL / H. TUB
I] SHEETROCK NAIL tr
tr FINAL tr FINAL
ELE
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trF
trC
tr-
CTRICAL:MECHANICAL:
TEMP. POWER O HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL tr FINAL
O APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
INSPECTION REQUEST
TOWN OF VA|L .1 PERMIT NUMBER
/'. ,
OF PROJECT
DATE JOB NAME
INSPECTION:MON WED THUR FRI
CALLER
TUES AM PM READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
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O INSULATION tr POOL / H. TUB
O SHEETROCK NAIL o
o tr
tr FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
D HEATING
tr
o
tr
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
D FINAL D FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMI
DATE
T NUMBEB OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL ,. .*
JOB NAME
{ 1. .\ ! -.CALLER ' .r ':'- i'\ -'
INSPECTION: MON TUES WED THUR FRI r'/4<r7 . =-<--.tz-, J4-f f'
READY FOR
LOCATION:
AM PM.
B
tr
D
:
o
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/ STEEL tr UNDERGROUND
tr ROUGH / D.W.V.FOUNDATI ON / STEEL
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tr
!
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tr
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tr ROUGH tr EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
E APPROVED T] DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS: 'i..'
DATE INSPECTOR ' .Z''
?C
INSPECTION TOWN OF
REOUEST vAtL *,c PERMIT
DATE
READY FOR
LOCATION:
OF PROJECT '
JOB NAME
INSPECTION:MON
f:.ru-:L€
wED THUR FRt
--
AM @
BUILDING:
tr FOOTINGS / STEEL
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D FOUNDATION / STEEL
}uruoencnouruo
tr ROUGH / D,W.V.
O ROUGH / WATER tr FRAMING
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tr INSULATION
tr SHEETROCK
D POOL / H. TUB
NAIL tr
o
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tr
tr FINAL
ELECTRIGAL:
tr TEMP. POWER
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tr HEATING
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tr CONDUIT O SUPPLY AIR
tr tr
tr,f tNAL tr FINAL
'Appnoveo tr DISAPPROVED tr REINSPECTION REQUIRED
)
CORRECTIONS:
INSPECTOR DATE
INSPECTION REQUEST
TOWN OF VAIL PERMIT NUMBER OF PROJECT
DATE
--
JOB NAME
CALLER
IUtrJ PM AM READY FOR
LOCATION:
INSPECTION:MON
I
WED THUR FRI
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
O ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER " PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
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tr tr
tr FINAL D FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
rl
o
o
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
INSPECTION REQUEST
TOWN OF VAIL PERMI
DATE
T NUMBER OF PROJECT
:t
JOB NAME
CALLER
TUES READY FOR
LOCATION:
INSPECTION:MON WED THUR FRI PM AM
BUILDING:
E FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION / STEE-
tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
N INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
D
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
D EINAL D FINAL
T]I,APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
DATE INSPECTOR
^ r,/3oa I
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
a
PE
INSPECTIoN: MoN ruES wED ,*u^, Gi)
-
AM pM
lf \- 3 L,er.,ru,.Jr*_ L-
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CTION REQUEST
TOWN OF VAIL
INS
a-'r, z't
CALLER
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER X
tr
tr
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ROOF & SHEER
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tr TEMP. POWER
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RRECTIONS:
I -) *,"---( * wn ---_I \ ( )F \--o t -\G--t z-'j-l 2
\+'+. 1_:__:_ A
t 41L r-,-_<_-\-
INSPECT
3o o!a
PE tNs f o n*i,n
CTION REQUEST
TOWN OF VAIL PERMIT NUMBER
DATE
READY FOR
LOCATION:
F PROJEC
r)
I
JOB NAME
,a''INSPECTION: "VOUJ t ? t ?'--- )1)\| '- )
TUES
| ,ilr -
WED
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AM PM
CALLER
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PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGBOUND
tr ROUGH / D.W.V.
tr ROUGH / WATER D FRAMING
,- ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
D INSULATION N POOL / H. TUB
tr SHEETROCK NAIL D
o tr
D FINAL O FINAL
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O TEMP. POWER
MECHANICAL:
tr HEATING
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O CONDUIT tr SUPPLY AIR
A -\Qrtl(.t-'tr
tr FINAL D FINAL
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CORRECTIONS:
D^rE /2-r7 rNsPEcroR
INSPECTION TOWN OF
!.-
REQUEST
VAIL
\oare it:,'r// rtf ,e't JoB NAME
INSPECTION:MON
CALLEA S,r'rc-Q
T U E S(,--lAl E D
--_\)
T H U R AM FRI READY FOR
LOCATION:
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
,tr)ROUGH / D.W.V.O FOUNDATION / STEEL
tr
tr
FRAMING
ROOF & SHEER
PLYWOOD NAILING
tr INSULATION
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tr
tr FINAL
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ELECTRICAL:
tr TEMP. POWER
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tr HEATING
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tr CONDUIT
n
tr SUPPLY AIR
tr
tr.FrNIAL tr FINAL
tr DISAPPROVED O REINSPECTION REQUIRED FROVED
,i' CORflECTIONS:
t", /,, /st DATE INSPECTOB
INSPECTION REQUEST
TOWN OF VAIL PERMI
DATE
T NUMBER OF PROJECT
JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FR AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
O FRAMING
n BOOF & SHEER " PLYWOOD NAILING tr GAS PIPING
C INSULATION D POOL / H. TUB
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tr FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
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CONDUIT tr SUPPLY AIR
o
D FINAL tr FINAL
tr APPROVED
CORRECTIONS:
O DISAPPROVED D REINSPECTION REQUIRED
DATE INSPECTOR
o
INSPECTION REQUEST
TOWN OF VAIL T NUMBER OF PROJECT
' JoB NnME
CALLER
INSPECTION: MON TUES WED THUR FRI
PERMI
DATE
AM PM READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
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tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
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ELECTRICAL:
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D HEATING
tr
tr
tr
ROUGH D EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr
tr FINAL tr FINAL
E APPROVED
CORRECTIONS:
tr DISAPPROVED E REINSPECTION REOUIRED
DATE ,INSPECTOB
T NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL PERMI
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FR AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FBAMING D ROUGH / WATER
- ROOF & SHEER " PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H, TUB
C] SHEETROCK NAIL D
tr tr
D FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
B
tr FINAL D FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMI
DATE
T NUMBER PROJECT OF
INSPECTION REQUEST
TOWN OF VAIL
JOB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
MON TUES WED THUR PM AM FRI
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
D ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
D FINAL tr FINAL
ELECTRIbAL:
N TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REOUIRED
DATE INSPECTOR
i\
PERMIT NUMBER OF PROJECT
INSPECTION REOUEST
TOWN OF VAIL i. r
DATE ': I JOB NAME
CALLER . ..
READY FOR
LOCATION:
INSPECTION: MON TUES WED THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
r_r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL tr
tr D
EI FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr
o
tr
ROUGH O EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
O FINAL tr FINAL
tr APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMTT NUMTBER OF PROJECT
DATE . " JOB
I
INSPECTION:
INSPECTION REQUEST
TOWN OF VAIL, -
NAME
MON
CALLER
TUES THUR FRI WED -AM PM READY FOR
LOCATION:
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEE.E ROUGH / D.W.V.
tr ROUGH / WATER E1 FRAMING
n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
E
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
o
tr
o
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED g REINSPECTION REQUIRED
DATE INSPECTOF
o
INSPECTION REQUEST
TOWN OF VAIL PEBMIT NUMBER OF PROJECT
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
.. ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL tr
tr tr
D FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
tr ROUGH _D EXHAUST HOODS
N CONDUIT D SUPPLY AIR
D-
tr FINAL
D
tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED D REINSPECTION REQUIRED
DATE INSPECTOR
INSPECTION REQUEST
PERMI
DATE
T NUMBER OF PROJECT TOWN OF VAIL
JOB NAME
CALLER
READY FOR
LOCATION:
INSPECTION: MON TUES wED THUR FRI AM PM
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
E ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEEF " PLYWOOD NAILING E GAS PIPING
tr INSULATION D POOL / H. TUB
tr
tr
SHEETROCK NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
E DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMIT NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL
DATE JOB NAME
INSPECTION:MON
CALLER
TUES WED THUR FRI PM AM READY FOR
LOCATION:
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.ON / STEEL
tr ROUGH / WATER
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL D
tr FINAL
tr
tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
Dr
O FINAL O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr,REINSPECTION REQUIRED
,t
DATE INSPECTOR
INSPECTION REOUEST
TOWN OF VA|L '' {.PERMI
DATE
T NUMBER OF PROJECT
JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRI AM PM READY FOR
LOCATION:
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
rr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr o
tr FINAL D FINAL
ELECTRICAL:
N TEMP. POWER
MECHANICAL:
tr HEATING
tr
n
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
o
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
DATE INSPECTOR
I
a
INSPECTION REQUEST
TOWN OF VAIL
AM PM
PERMIT NUMBER OF PROJECT
DATE JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER - PLYWOOD NAILING D GAS PIPING
D INSULATION tr POOL / H. TUB
O SHEETROCK NAIL o
tr D
tr FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
D HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
n tr
O FINAL O FINAL
O APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
PERMIT NUMBER OF PROJECT
DATE
o
INSPECTION REQUEST
TOWN OF VAIL
READY FOR INSPECTION: MON TUES WED THUR FRI , AM PM
JOB NAME
CALLER
LOCATION:
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
D ROUGH / D.W.V.
E] ROUGH / WATER D FRAMING
n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL E
o tr
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr D
tr FINAL tr FINAL
O APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
It\lq PtrnTn a | \./rr " f:{-...-DATE .
INSPECTION REQUEST
TOWN OF VAIL I
- ;-)o-
READY FOR
LOCATION:
INSPECTION:MoN @ WED THUR
-----€
PM FRI
PERMIT NUMBER OF PROJECT
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.tr FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
_ BOOF & SHEER " PLYWOOD NAILING O GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr FINAL .'--Oltrunl
,P+raoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
FINAL INSPECTION'S COMPLETED
The belor items need to be complete before
giv'ing a permit a fjnal C of 0.
Please check off in the box provided.
FINAL MECHANICAL
DATE
FINAL ELECTRICAL \
FINAL BUILDING
CERTIFICATE OF OCCUPANCY
:TI
_\\
TEMP0MRY C of 0
FINAL PLUMBING
710'1 West Yale
Avenue, No. 601
Denve( Colorado 80227
303-986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
September 21, 1987
Mr. Bruce CanLon
2575 Garmish Drive
VaiI, Colorado 81658
Re: Geologic Hazards Consultation, Lot 3, Block 3,
Lions Ridge Filing No. 3, Vail, Colorado
Job No. L26
Dear Mr Canton:
This letter report will document engineering geologic opinions
expressed by the undersigned to you during the course of several
telephone conversations during the past few weeks concerning the
subject 1ot wi.thin Block 3 of the Lions Ridge Filing No. 3 in
Vail, Colorado. In my opinion, geologic conditions across and pertinent to your lot are essentially benign. This conclusion
is based on 1) repeated engineering geologic reconnaissances of
the property since 1979 and, 2) monitoring of the scaling of
rock from several outcroppings upslope from the property. My
principal geologic hazard concern has been for potential rock falls from those outcrops, but scaling has reduced that risk, I
believe, to low.Given the inherent nature of mountainous
terrain, that risk rating necessarily cannot be reduced to zero.
Building on this site should not increase the hazard to other property or structures, or to public buildings, roads, streets,
rights of way, easements, utilities or facilities. If cuts and
fills on the property are kept low (i.e. on the order of 3 feet
or less) or are properly designed, no unusual geology-related
building foundation conditions are expected.
I hope the above comments will be of some service to you. If
you have any questions, however, please feel free to call.
Robt. .Ialnes Iri sh
Engineering Geologist ConsuLt i nq
Yours truly
RJI/1
Consultant to Designers, Contractors, Planners
,t
,,
o f Flnter-Mountain \ llEnginecringud"
Bor No. 978
Avon. Colorado 81620
9495072 Oerwer 8931531
(
SOILS AND FOUNDATION INVESTIGATION
FOR
PROPOSED RESIDENCE
LOT 3, BLOCK 3, LIONS RIDGE FILING NO. 3
VAIL, COLORADO
PREPARED FOR:
CANTON CONSTRUCTION
PROJECT NUMBER V-ZOSSE
I
1420 Vanc€ Street
Lakewood, Cobrado 8021 5
Phona; 232{158
JUNE i987
TABLE OF CONTENTS
CONCLUS IONS
SCO PE
SITE LOCATION AND DESCRIPTION
SITE INVESTIGATION
SUBSURFACE AND GROUNDWATER CONDITIONS
PROPOS.ED CONSTRUCTION
FOUNDATION RECOMMENDATIONS
SLAB CONSTRUCTION
GROUNDh|ATER AND DRAIN SYSTEM
REI NFORCING
CRAt,lL SPACE COVER
BACKFILL AND SURFACE DRAINAGE
LAI.'|N IRRIGATION
MISCELLANEOUS
TEST LOCATION
SOIL PROFILE
SWELL-CONSOLIDATION TEST RESULTS
PERIPHERAL DRAIN SYSTEM DETAIL
APPENDIX A
I
I
I
2
2
3
3
3
4
5
5
5
6
7
Drawi ng No. I
Figures No. I
Figure No. 3
Figure No.4
&2
(,
CONCLUSIONS
The site is located at 1853
from approximately Z0% to 40/".
sage brush and grasses.
1. Subsoil conditions are fair'l y uniform over the si te with topsoi 1 to a depth of 'two feet underlain by sandy clay with scattered rock.
2. The proposed residence should be founded on conventional spread footings designed for a maximum soi I beari ng pr6ssure 6f 2500 ps f.
SCOPE
This report presents the resu'l ts of a Soils and Foundation
Investigation for the proposed residential structure at Lot 3,
Block 3, Lion's Ridge Filing No. 3, Town of Vai1, Eagle County,
colorado. The investigation was prepared by means of test pits
and laboratory testing of samples obtained from these pits.
This investigation presents a description of surface and
subsurface conditions encountered at the site, recommended
foundation systems, allowable design pressures, and groundwater
conditions as well as design and construction criteria influenced
by the subsoi ls.
Li ons Ri dge Loop , and s I opes
Vegetati on cons i s ts of trees ,
SITE INVESTIGATION
The field investigation performed on June g, Iggl , con_
sisted of.excavating, logging, and sampling two test pits. The
locations of the test pits are shown on Drawing No. l. summaries
of the test pit togs are detai'led on Figures No. l and 2. A
summary of the test results is shown on Figure No. 3
The test pits were excavated with a conventional backhoe.
Laboratory sampl es were obtai ned by dri vi ng a standard hand-
drive sampler into undisturbed soils.
(
The site is wi
defined by Town of
cl ient has suppl i ed
from Woodward-Clyde
improvement work on
correspondece are i
thin an area of geologic sensitivity, as
Vai I Ordinance No. 5 (Series of 1995). The
our offi ce wi th copi es of correspondence
Consultants regarding rock slope stability
a rock crop above this lot. Copies of the
ncluded at the end of this report as Appendix A
Refer t_o the summary of test pits, Figures No. 1 and 2.
Subsurf,ace conditions are fairly uniform, with topsoil to a
depth of two feet, underlain by sandy clay w'ith occasional rocks
No overlot grading has been done prior to this investi-
gati on.
No groundwater was encountered in any of the test pits
at the time of excavation.
(
3
PROPOSED CONSTRUCT ION
No speci fi c desi gn data has been provi ded, but for the
purpose of,.this analysis, it has been presumed that the pro-
posed residence will consist of two floors with a basement,
and that loads will be light. If the proposed project differs
significantly frorn this understanding, a review should be made
after the plans are more complete.
FOUNDATION RECOMMENDATIONS
Sandy clays wil1 be encountered in the excavation. The
proposed residence should be founded on conventional type spread
footings designed for a maximum soil bearing pressure of 2500 psf.
At this pressure, foundation settlements will be tolerable. It
would be advisable to proportion footi ngs so as to minimize
differential settlements. The bottom of the footing should be
placed a minimum of 48 inches below finaT grade for frost pro-
tection.
SLAE CONSTRUCTION
The upper natural soi ls wi I I provide adequate support for
slab-on-grade construction. If cleanr grnIular soils are imported
to be used as select fill, no problem wjth capillary rise of
moisture wi'l I occur. However,'i f the select fill contains some
clays or fine materials there is always the possibility of
capillary rise of moisture.
(
SLAB C0NSTRUCTI0N - continued
We.suggest that the plans and specifications be prepared
with a speeified minimum of 4 inches of clean, washed graver
immediately under the floor slabs. The purpose of this clean,
washed material is to break capillary rise of moisture to avoid
problems with bonding of asphalt tiles to floor slabs and other
problems associated with minor amounts of moisture.
we suggest densifying the surface of fill or natural soils
with a vibratory type compactor immediately prior to placement
of floor slabs. slabs should be constructed in accordance with
AcI recommendations to minimize the risk of shrinkage problems.
slabs should be scored into maximum 200 square foot areas to
local ize and control any cracking.
GROUNDl..lATER AND DRAIN SYSTEM
while little or no groundwater was encountered at the time
the field investigation was conducted, it is poss.i ble that sea-
sonal variations will cause fluctuations, or for a water table
to be present in the upper soils during the spring months, or
after a prol onged peri od of rai n.
A peripheral drain system as detai led on Figure No. 4
should be instal led.
REINFORCING
Foundation
the effects of
designs for rei
walls should be well-rei
di fferenti a1 movements .
nforcing details.
nforced to mi nimi ze
Refer to foundation
CRAl.'lL SPACE COVER
(
[,lhen moist soi ls are encountered in the excavation, the
ground surface in crawl space areas should be covered with an
impervious moisture barrier sealed against the footings. This
will help to reduce humidity in the crawl space area and will
also prevent the moist foundation soils from drying and shrinking,
which could possibly cause the structure to settle.
BACKFILL AND SURFACE DRAINAGE
Backfill should be moistened or drjed to near its optimum
moisture content and compacted to at least 90% of the maximum
standard Proctor density. Structura'l backfjll should be com-
pacted to at least 95% of the maximum standard Proctor density.
Excessive wetting or drying of the exposed soils in the founda-
tion excavation and under-slab areas should be avoided.
Surface water running toward the structure from upslope
areas should be diverted around and away from the building by
means of drainage swales or other simi lar measures.
The fi nal grade shoul d have a pos i ti ve s I ope away from
(
BACKFILL AND SURFAcE DRAINAGE - continued
the foundation walls on all sides. A minimum of rz inches in
the first'ten feet is recommended. Downspouts and siil cocks
should discharge into splash biocks that extend beyond the limits
of the backfi l'1. splash blocks should slope from the foundation
wal ls - The use of I ong downspout extensions i n place of spl ash
blocks is advisable.
LAWN IRRIGATION
Do not instal'l sprinkler systems next to foundation wal'l s,
porches or patio slabs. If sprinkler systems are installed,
the sprinkler heads should be placed so that the spray from the
heads, under fu11 pressure, does not fall within five feet of
foundation walls, porches or patio slabs. Lawn irrigation must
be control I ed
If the future owners desire to plant next to foundation
wa'l ls, porches or patio slabs, and are willing to assume the
risk of-. structural damage, etc., then it is advisable to plant
only flowers and shrubbery (no lawn) of varieties that require
very little moisture. These flowers and shrubs should be hand-
watered only.
t
7
MISCELLANEOUS
some of the soils at the site are potentialry consolidating
and the oltner should be cautioned that there is some risk of
future damage. The contractor is directed to those items covered
under BAcKFILL AND suRFAcE DRAINAGE and LAWN IRRIGATI0N. 0ur
experience has shown that d.amage due to swel ling or consolidating
soils usualiy results from saturation of the foundation soils
caused by improper drainage, excessive irrigation, and poor.l y
consolidated backfills. The e'l imination
of excessive water wil I greatiy minimize
of this site.
(
This report has been prepared for the exclusive
Canton Construction Co. for the specific application
proposed residence located on Lot 3, Block 3, Lion's
No. 3, Vail, Colorado.
of the potenti al sources
the ri sks of construction
use of
to the
Ridge Fif ing
The fi ndings and recommendations of thi s report have been
obtained in accordance with accepted professional eng.ineering
practices in the field of Foundation Engineering and Soil
Mechanics. There is no other warranty, either express or implied
Sincere'l y,
INTER-MOUNTAIN ENGINEERING, LTD
.J%lzra.
G.-,Thomas Allen, p.E.
Project Engi neer
\
(
L
...i..1:\-..r:..::,:..1:.-
N. T.S.
Lot Lot
rro/v,srrh
Otest pit
TEST LOCATION
LoT 3,N0.
PROPOSED RESIDENCE
BLOCK 3, LIONS RIDGE FILING
VAIL, COLORADO
FOR CANTON CONSTRUCTION pro{,ct ,ra. V-7088G
oearn dt,tn r.E ,4lE.nnnO tra, L
C
(
t
SOIL PROFILE NO. 1
,rt,
1
z
4
5
6
.,
8
9
0
TOPSO IL
occas.
ttom of Excavation 10'l No groundwater
encountered.
SOIL PROFILE
PROPOSED RESIDENCE
BLOCK 3, LIONS RIDGE FILING
VAIL, COLOMDO
FOR CANTON CONSTRUCTION
LOT 3,
o Ir
PFoJEcr rot V-7088G
(
(
t
SOIL PROFILE NO. 2
OEPfi
'b'g
(,%f"'/i,
OESCRIPTIOX OF I TERIAL
1
2
4
5
6
I
tt
9
I
11
LI
TOPSOIL
Bottom of Excavation !2'l No groundw-ter
encountered.
SOIL PROFILE o Ir PROPOSED RESIDENCE
BLOCK 3, LIONS RID6E FILING
VAIL, COLORADO
FOR CANTON CONSTRUCTION
LoT 3,
PFoJ€cr lto: V-7088G
(
(
3L
:
o
+2
8o
uJ 3-2 at
I
z O -{+
tr
l-b
cn z O-a
0l
SAi\4PLE op __S_andy
1-O LOAD IKSF I
clarr flAr v,YJ-__ _ -
NAT
10 loo
\nolsTURE coNrENr , 14.-4*, _ +,
DRY DENStry 99. 1 pcF
SORING NO I
DEPrH 10,
ta
.=
>Y i-n
J
IJJ E-2 (A
I
Z^
tr
-lr J o v,z
o
l.o LOAO {KSFI l0 roo
sAMpLE sp Sand.y ciay NAT MorsruRe corurerur 14.9 "6
NAT. DRY OeruSrrv 98.9 _ _ecr
BORING NO. 2
DEPTH 12'
SWELL - CONSOLIDATION TEST RESULTS
PROPOSED RESIDENCE
LOT 3, BLOCK 3, LIONS RIDGE FILING NO.
VAIL, COLORADO
FOR CANTON CONSTRUCTION
pnor€cr No V_70
FrcuFE rto
(
oundat ion
Po I yethe I ene l.{o i stu re 'Ba rr i e
olued to foundafion wal I
Backf ill rnoistened
compa cte,j
i.rl5 Felf
Paper
Minimum of 6tt of
3/ 4 i nch lt.rave I
4" Diamefer Perforated pioe
s loped a rn i n imum of A.?51 to sewer latera I subdrain,
sump pump or dayliqhted
DETAILS OF PEDIPHERAL DRAIN SYSTEIi
FOR FOOTING TYPE FOUNDATION
FIGURE 4
(
(
APPENDIX A
L
't=t-'l .
;of#::io'ii o"'-'"
Ocnver Qs:9r1g6 gg.94
J08.5 73.788?
tlay 2, I979
:tri'i'"l3":1,sff i!'i,oc"o,,o,,,:o'.''
Ollcos in Otfer p'rrncipat Crtros
dffi;"fr -Clyde Consultants
Mr. Ronald A. Todd Arch i tect p. O. Box 1753 VaiI, Colorado 8L657
Re: lllin""ring ceologic consulr.arions,
.l.r;";":"inlrSrrins lro . 2, vair, co:.oruao
Dear I.lr. Todd:
?h is Ie t tor rr.-^-F .--^- -
i: : i": ; +;n I
:;,": .l
ff ;: i:ii ;:""";.; ii,.,iu,,:. t" ; 3i3o,""; ;; .
" ".risk of rock fari"-;;;; ,!5i"3u313;jl:,,"-"'. ro evaruar.',tr,.
, iiS*"ii i5".'i;.::;P;;;i ;;;';; i"J5'ii"lu';.'"::'::".:::":'*:it
(\ The propsrgy, subdivided for refererrcc j
;:::.:j"" a secror or ir," rop uno "outr,_;l:i.;.j,.joS,op,uo,o r,
.n" "" ;in'f :i :ii;" ::; "f ;..i:.i;::i:i -;:li:;;i
:;i::, ::l*i,. I ".::H::i:"i ;i:.i;.n:;.:'"r::i"3;x;;,i:"r:,, c"i","i.. wu and singrc !amtiy iuiiounriar unir.s wia,., 1-"tory condominium rn the property.The ridge is forncd basicarly of norr'ward-dipping (into the . sloge) beds of s"nJsroio.unO_shaIc, afong."i!h a fevr beds of rimesrons, o:_trre'pJ"""ir"""r";-;il i;;;"r 300 milrion years a9o) i.linturn Fornation; Within ttre prool :ljll. ".. t*u """ o n iiui'iv po iiii" i";"'i;E",.'otiln .:;i: ::oiil:"."o
For the most part, Ehe bedrock strata arc mantled by a few inches Lo a flw t"uf-'Jr-"oils rangi;; ;;'composirion from clayey sands unr: grouoi" ro sandy -u;;
;.-o,'r"rly crays crerived
t
Qloog"rori.Ci yde consuttants
rn part as sJ.opeuash and taLus, ancl i.rr i:ar t .:rs glacial nrorai'nes ' The rnora i na-r. nat-urc o.t :;onrc of these soirs is evidenccd by granit,rc ancr 9ncis5r.c cotrt ics-oii-rrouroor"scaitered with;.n the soils and a rhe rce or iie-rios".--i;; ;;;,::;':'..:?:,"i:I:"::l lllo"jl...in ihree narro',, (25 to I0O feet wi.<jc ) bands, one aoove the other, sorner'rhat cn ccheron across thc sou -.h f ace of the ridge. rr is obrrouE--rF6,T ihe iock crebri.s st;;;" acrcss rhe slopes below ihe outcr-oDS that roc!. faIls have been a relatively comnon occurrence, in-a geologic ti*" ""n.n, and are a nornaf nc tllod of cros lon of tl-res.c i..i. -;;;..".
The rocks that crop out range fron uniis that are very thick beCCeC a;td nasslu.ly 1oi.:r:ej to units of Lhin, f).aggy_bedded,shaly sandstoncs and r.inestones th.rt are variabre closely to widely jointed. FoI the ;o;[-;arc rhcse rocks are werr consoridated and moderatery ""il to weIl cementeo. unconfined cornpresslv" ra."::,ah'',s-globaUly range from I0,000 to 30,OOO ps r. LocaJ.ly, borh targe and smali -r".t UiJlr. l] =o"" f Iat,others recransular, hav; bee; wea,Jeo i;;.;-;;"ilatnering processes f ron tne parc;.:t rock mass;. but genirally the jointed and rayered rock appears ro be wert_kniaL;; ;;;;in".. As a resuLt, rve woufci rank the risk of pu.i"Ji.-.oIi'r'urrs as no worse than noderaLe across ,nos t of the slope. At severaL smalL locaLitics where large blocks. op6.,"_.. i" U" Ioosely perched irnmediatcly. upslopo tron cxisiing-h";";; we ludge the risk to be hiqh. inc=" ur" nighrV subSeitive evatuations,however, beca,lsc we have no nui"" to quantrfy the risk.Peri.odicaLry, \reathe.ing pio.esei wrrr dislodge br.ocks from the outcrops, oul :: :"lr;i-."v-"f.'icir ones will precede rhe others or in what tine i'Lervais. some *uy no- Ee ciisrodged for anorhcr severa:. -rhous;;;';;;;r; orhers nay faJ.J. rhis year or next. Sone would be capable of bouncling Ji"n-ao the southern perimetcr of tt," p.op..iy.
The risk of rock falIs couLd bc reduced substantialJ.y by severar. neihods. liost of the 100se rocks could be scaled frorn the outcrops and arlorved to ror.r harnir.essry Jo"n-ihe slope until they reach a natural resting place. Light. blasting woul.d be needed for parc of tni, ;o.f., Out maiual barring wouLd serve for most. Where buildings havc uLiu"ay Uuon constructed directJ.y downslope frorn iurge, foo"e roct masses.the discngagerncnt oi- tl:ose-bioct " f .o'Il thc ou tcrops necessari'r.v wourd have ro be controii"o -f"
;;;;;;i rhern f rorn rorri'n9 or bounding into those strucLurcs. This courd be acconplished eit'ei uy rempoiirliy .truping rhe ourcrops with
I'lr. RonaId A I'lay 2, 1979
Page 2
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oodwai'd.ClyCe Consu!tanis
Mr. Rona.Ld A. Todd
May 2, L979
D:rrn ?
cable nesh before the block is clislocit3cd,wire rope to "Ccad-men" sunk in tho slone
l'r:/-l. ,-\F ar l-., ' !.-^-'-:^- .--t \,1 uy r,-.caking up the bLock frrs Bl.asting noise anC flying debr.is couLcl bc placing mats across the blocks
Rock blocks tha'. r,ray be Loosened sornewhat but thac may ggnst j'rute kcys to rirainta j.ning thc stabiri r-_y of neighborincr blocks courd be pinned either with rock borcs or wiih-;--"'nn.nl-ri -rt-i ^^ ^6 -^v'!v,'urrrq!rurr ur rock bolts and wire ro1>e. iiock bolti'g has proven very cffect ive in hcrping to stabiL ize r-ock masses and j.s a relatively inexpensive proccdure.
As liature takes a considerable anount of tine ]oosened blocks, the risk of rock faIIs should the exist j.ng blocks are rcmoved or pinned.
by tying ir !./iCh above or to a D-9 t by blas t ing.controLled by
to create
be low after
(
we would quesi,ion the probable effectiveness of an earthen or concrete wa1l. placed al0ng s10pe and downsJ.ope from the ouEcrops to catch and entrap rock rubble disiodqed frorn those out,ci:ops, nainly because we bel.ieve there is to6 mucn op.Dortunity for bour,ders to bounti ovcr the walJ., unress it wcre inordinately high. lloreover, the warl necessariry woura use up area that could be devoted to other purposes, such as recreation; and a concrete wal, 1, Ln parti.uio., would aetricc from the esthetics of the properLy.
Thc rnr-k qr': l i nn .anA ranl. F.a l r i ^^l:= tuul\_ scdrrng *.,- urrry would recluire the services o! a confractor skirred in rock excavation and rock blasting,but severaL Denver and Vail-area firms shourd be qualifr.ed.The work shourd be nonitored and the blocks to uu'oiiioJged or bolted should be selected by an engince.ing juoiogr.or. we would be happy to provide that Laticr servi.i to you, and to herp -you select a _quarif ied contracLor. l'rost of -the work coui'd be conpJ.cted this sumner, but we suggest thac you pran for a f ield check oF tha ^,rr-..F^i.\c year arso. rhe .jri"'.ili"":;:li3'o:"t"':l;"j.li:";::rl:;*":"-.
nuch as possi.ble, bccause even the best in[entionld home olvncrs tend to forgei perlodic naint.enancer particurar that requiring groul> action.
Mr. Ronald A. Todd I'tay 2, 1979
Page 4
ft has been project. 'If
any aspects
f ree Eo ca] I
Very truly yours.44*,*,
Robt. Jaindd Iri.sh Senior Asociatc and
R9V: GF?
rrt 7 . I F^
(1 copy sent)
a pleasure for ur
^I.: .!"y: un, nu"" :i";::n.:t,ll"l3"r?i]_oI our conclus iorrs or rccornrnendations,
OrVooO*o rd.Ctyde Cons ultants
Lh is
t,o discuss
please fcel
n &4
Chief, Geology Division
. \,r rlt i'.r,.,.t .r:l; ,\r.r.r,rrr.
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Novernber lJ, 1.979
llr. Ronald Todd
P.O. Box L753
VaiI , Colorado 87 657
Re: Motr i fnr-inrr nF QnnL- (lnna J-r\JPg Lions !,e-+e5- tri.ling No. Z,Job No. 'Qo;1o-re s7o j - ('il . '/'
Dear f.ir. Toild: 'n'*'
Woodwartclvue Consultants
COI{F IR}IATION
Stabili.ty Improvenent Work,VaiL, Colorado.
(
This Vilr contirn our proposar, as accepied by you on l.lovember l, 1979, to providc aeotechnical services relating to slope stability inrprovenent work on Lions &:aeh niling lto. ?, Viil ,Colorado. Rdu- j
As reconmcncled to you in our report f .loU llo. I9570 ) r lou are planninE to have a contractor scale and rock bott 1edges of rock that extend aci:oss the tract upslope from the pJ.anned buirding lots in order to reduce the risk of rock filrs cnat could danage homes constructed on those lots. you have asked us to direct the work of the contractor by selecting blocks and slabs to be removed from ure outcrops on rock bolted to help stabilize them, and to maintain that work,for you. When this work has been compleLed, we would prepare a report for you describiirg the work and work resulcs.
As we are not abi-c to estinate the cost for our work accuratelv in advance, wc pl-opose to provicie our se)--vices at tire unit rates ancl wiLhin the.-cost. range shown on the attachecl schedurc'. The cost range is premisecl on our assumption that tlre field work ri11 take about r0 days, 1>1 us reinsl>ection by the undersignecl . rf the contractor exceeds that time ancl we are in the f ielcl J-onger than the l0 <iays, the adcli tional time wourd be cirarged at the unit rates. our estimatetl cost, range,Eheretore, sirould be considered only as a guicle for your br.r<lgeLinl Prlrposcs. We will ltcep you advisecl . of course, as tlrc work lrrogrcsscs on boLir Hre results of thc work and our coii L !i .
Cor.l,utlrn<l Enr;rngg15 Gcologrsls
an(t Lnv'f Onrncnial SC'CntrSts
OlirCoS rn Other Prrncrpat CrtreS
(
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rFoU*urU.Clyde Consultants
ivlr. Ito n al cl Todd
l.lovemtrer 13, 1979
Page 2
If Uhis proposal is satisfactory, please sign a copy and rcr:urn ib, for: our files. We initiated our field work,.ts you reguesLed, on November 5, 1979, and expect to have our L-epcrrt to you by tlovenber 30, L91 9, if weather permits the tirnely completion of the field work. Our invoj.ces viII be submitted monthly, as we.ll as on compJ.etion of our work, and are imnediately payable.
Thank you for seLecting us for the proposeci geotechnical services. If you desire additional information, p.Lease caIl.
Robt.
Vice
REV: PJIi
( 2 co1>ies sent)
Enc los ure
AGREED TO TIIIS DAY |1fI. or fuoun^\o^- , Ig79
,,ta, o lrr-
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President
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:ia!i
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RonaiC Todd
P.C. Box 1753
Vai.l-, Colorado B'7 657
?o: l4oniE.cring of Rock
L'.irns Reaeh F il ing
g 6,C00.00 .,^.t i 12..:oL ir';. rrr ;nr t....,,,|.nl l:stitn.rte(l tottrt c4!rt oI this invcstiqn!ion eill ran,tc L,cteecn
(\)lrst!LTATIOfl SIRV I Ctis
'tcd'nic.rt Ti'prt|9...t trintinq ....... S20.00/ho r vis,r.rl Clnttsificltion ..-...... ,i.';!,,i..i.,
D(.rft:ipc.soo or iachnici.rt S2l.0o,/hour Ga.tin-sir,: inalyri$ + l2Oo 5i.:vi! .. :i , h . . ,': ..:i, r
:;onror':cchnicr.r S29.00/lroua ctnin-si:e An.rlylrs - ltydrGtctcr .....- it(.itr,,..:5.:
Sr-.f ( Cntincer., c!,ol.,,ri:rt 5.lO.t)O/hou( flrstic and l,i,tuid Lioits - l:_i,,..i'r,:.qrl
:lchiirr t;nginecr, Cesl.)qis! Sll.0o/hour :;hrink.lgc l.itnit ......,,.. ,.:.'.';i1,.rrrr.nrr)icc! t:ntrnccr, Ccologist S40,oo/hour Conptct j.on-isT:| Ol5ar7, D6tn, or t,SnI| t-l:....,, i0i.u',,.i:.ri
S,..ifit:r lrdjcct. t:nglrar:r? ('icologr,st ... S50.00/'hou( ::pccific l;r.vIt/-{tl;Dll lt-lo ..... . --.... ii:.n'./'...i..\.,soci.tra ........ S60.no/hour Perncrbili ty Tetrt-L6lvt E-ll .....910.00 l 95r\.nn,/l.,.It l,ri-,,.n.trt,prrncir.nl or (:dnauliant ..... S70.00/hour ftrturrl tt.rtcr Contcnt ........ ;{.:n.,..,::ti
Cour! iestlhorl. Hinrrnrtnr Slooo/(l.ry t)ry unii lroioht ... ....... tlc..l,',j ..::i
Swcl l-(:onsolrd,rtion l'car ... S6t,00 + 52;.t|0/r',.r.t r;r.rrr...^.Onc P,tint sval I I'e!1t t3n, n,t./..,...
Itnc,rn(ined Codprcssion't'cst......,.... !..j.1r0r.....,
l.AilonA?cnr :t:sTIltc
Tri.rr.rl Comprcssil|n Tca!:r
F I t:l.o sctv Ict:,,;
S I tc tl.s,)nn.r..tnnca,,(;rn)lctic fl.ppin!
Scn iur Enq i ".vr, (i!.o1.)rist
Ir'n i€ct. Urrq i ncct', (:col./llst
ri4nior Pro )('(t l: !in,:r'r, Ceologijit
,\1.aOC r a te
Ir i nc i t',rl or (i-.||riiJtlddl
l,l.lr4 rvC r
a;?.lln/|ic-5ai!lnie lrrr\ ..........
ttril lin.l guitarvi.;i.,r llo(:ntion and loq!rn,l
!crrL h^les, tr,rvel nn.l ,-rther rork ,lolle in
!:!.rtlncca ion -4,,h ticl,l invesli,i.rtrons)
nr'r ll rn,, nrrd '-:.rntl ir\ r. lh con'inuous
l'l r,lirt Arxtnr Irrl ,,....
l:rilornti(,n eith i rco!nl notar'y ri,, or otlrcr.
rr,lurtrinco!, i( tt.,.!rl+tl I lntludtt1.J I'rrt!i:trrirr.l
$ rnfiir(t cqLlit,|ncnt) ,..,.. .......... At
S4i5nic l:,Iui.pn{||t !l.rrlnl
llc:tia!rv!!y [rj'ril)iEcL llr-.ni;rl ......
'i-,at-l
S.r',. OO,/h.t|4
S | !).0(l/horrr
S10. r)0/h')uc
5 6O.llO/|rorr r
St0.00/hoL,r
529.00/horrr
s.ll.0o,,hour
2'9r)2.8',' 0
,t . tl' g 0 7.u. 7 2n ..o' Y 20
!o 2a lsf r:on(.
Lo 20 kFf con(.
to 2$ kii ( cont.
to 100 krf conf,to 100 ks( con I.
- l Pcr rli.r: i!&:n )
tu|. ':l!t.. ..1.-"
1r'r,;rr 3 8n. rl0 Sl l{|. oi .: ! ;.t ,r .
t,rc.s. S l 1O.00 Sl(,O.00 j.iia.itrl
t,r''!r:'i. S t 60.00 Sl')0.0 S2'tf .:10 prcss. 52 4 0.0o Sl:0.00 5li0.0,r press. S ! 10.00 S100.r)0 5.r'r0.!r0
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SPcciJI tests, ir'cludlng 6' t ond 9' t s,raFtcs nnd snnplc hJndl ing :i:],ij.r :!.r!r
5 J0.00/hott r ' UU - Uncon3o:rcl.ted - t,ndrrined
S{.00/(.)ot " Cttl - Con.oli.l!!ad - Un(l..rin.d
"'Clo - Consolld.rtcd - Dr.rihed
Cos t + 251 |,| I SC Dl.l-Ax Eolls
S120.00,/d.rv St00.Oo/.t,r; Auto or Piclu!,. ..... 50.21,/ il" I S2jr 'i/,r;:.,._ Lrbor, out-ol-toh livinq crpcnrc6,tr.rncf('r!ation cosls, cqui,pncnt ranl,.rl,
compoter cort-5. onrl othcr rni:il:cllnncoui
Crpensc! incurrc.l [o. llri.t iob... ... . ,.. . . . .. |\t C.)31 . r1,
t,ttill:F l'
li.rriLes stl,l !.e rrn.nit-[c(t r.rhthiT rn,t eitt incl|,de the chnrl"s incurrcd during lhe Plccc(lin9 |ronlh. i,a'.'m4n! ..it
i,1r"i.o, is .!je l,t r.llrr r.j rh (i0rh) .t.ly of thc nonrh folloeint thc d;r"-o( ttre invoic.. A chi.rt. (,( nnc .rtt,J .'nt-r'.'!
r,raccn! {l i_/7t} pca tn(, Llr is .n.r,tc ior invoicca p. j,d fiorc Lh.n rhirty ( lnl d.rys .ttcr Lhe insoic! dn',:c- .f,rr7 .i'-'.,:,:'
'f.,"i or orrrci r.,:jit::r rn.:'r(re(l in coll-:(:Ling dcl,inluen! ditounts shall be it.rid by thc Clicn!'
t1:lal) t'lI rlrlS
t.lo,t.tr.r r.t- C t Zn. (nos'rl!;'nrn v.rrnnLii lh.rt our servicca.rrc pcr[(rrn€d, eithln thc linits ptcrcr rlr.'tl by Orrt Cli.'ni.i. '. ',.r5'r.rl tt!or^\r!t.tc::s .r d,..r)tnt'e!crr:c.)( !he cngineering pro(cs3ion. N.. olher larranly or (rrfresana.lll.r|l' !-ilhcr
lnplicd, is includ(.t or tfltend'r'l in orr pro(<rs.\Is, conlrdctc, or rcpo(ts.
lr ttrr ov4nt tnri the Cli,:hL ntakec.r cl,ain aqdlnst Hoodv,r(d-Clydc Consultnnt3, .t i- lnt or r)thervisc, for ;|ny tllr.t,rt, cr'',r'
iii,r:..:rt,rn or ,rtr'4a nct ,trisi|l.J out o( lhc perl.ornance of our proIessronirl 5crvicos, .rnrl th€ CIicnl (,tils Lo pr'r!': ',,j,'ll qtrrn ut<|n finitl n,tj'rdicrr.ioo. th,:h tha CIic^t shall p.y 6ll co5ts incurrad l)y Hood e'r rd-C I y.lc 4onsul!(r'tr ln ,rt.fcnr,rr.'
lt.rr!lf .i1,ri $L r-lr,l i,l.rin, irrcLUrlirr,J but no! lirllcd to, Pcr:r.rntrul-rel.ted cotl5. ottorneysr (cr.'3, court cost-5.tnd !rl.rr(,r
,,;ieI nr-(c lntc.l, trije|i!ir!r.
.rc erll nor L,c Lidblc f.rr i,r|l,r.rc o( iniury atiolng faotl.lnnita to rubtcrrrncan:rtrrrcturc5 {Pipco, trnhs, tala|rhont i':il::.r{.
:t1..t vhicti it(e o(rr cnllc,J to ou! rtlentlon .nd co((a(tly shoen o'| thc l|l.rn3 (urnished ua, in conn.cticn vrth votk
:- r(:rrnr',i by rt.,.
tiluururO.Ctyde Consultants
Slope StabilitY ImProvemetru
No. 2, Vail, Colorado.
Wo o dw" rF",roe Cos?sultants
December 20, Iglg
Gore Fange Properties
P.O. Box 1753 VaiL, Colorado 8165 7
Attention: l1r. nichard Tofel
Re: Engineering Geologic Consultations, Roc]'.fal. I llazard,
Lions Ridge Filing il 3, VaiI, Colorado.
Job No. 19848-19570.
Gentlenen:
This letter report presents the results of our observati.on of
scaling of the.rock slope that trends rvestward across the tract for the section upslope fron lots 1, 2,3, and 4, for a
part of Lions Ridge Filing llo. 3 at Vail , Colorado. Dudley
HoLmesr tour contractor, completed the scaling as reconmended in our report to you of l"lay 3 t J-979, (our Job lto. 19570) .
If you have any guestions, pIease cal1.
t
\rrrJ.ucr)|!,' i!
FJH:1fc
( 3 copies sent)
Consultrnq Enqrnccrs. Gcotcqrst:;
ano Envrronmcnlal Scrcntrgts
O!|ccs rn Othcf PnncrDal Crtrcs
l901l',r/trr;l ;::r,\?r)rnul
P O BD\ .;0.j(i
Dc!rvcr C{):or.td() 8O:]04
303.573.tt]{J3
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Woodwart,roe Consultants
December 26, 1919
Gore Range Properties P.O. Box 1753 VaiL, Colorado 81G57
Attenti.on: Mr. Richard Tof el
Re: Engineering Ceologic Consultations, Rockfall Hazard,Lions Ridge Filing #3, Vai1, Colorado.Job r{o. t9B4B-19570
Gentl-emen:
rn our_retter report to you dated Decelnber LB, 1979, regarding rock srope stabirity inprovement measures that had been com-p]eted above IoEs I , 2, 3, and 4 of the Lions Ridge Fj.Ii.ng #3,Vail , CoLorado, we indicated that in our juclgment, the rockfall risk across this sector of the tiacl had been significantly reduced by the scaling of weather-loosened blocks and sIabs. This is not to siy, hovrever, that the rockf al-l risk has been eliminated e,nf irotrr- f r^rr that is impossible. weittrerins process"=,-;;;;i;'ir"I)i"g una thawing, lri11 continue at varying rates throughoui .ny year,and_ from year to yegr: In tirne, blocks and siabs wili -again
be loosened and di.slodged from the faces of the cliffs. -
However, the vreathering and subsequent rockfalr processes have been both derayed and inhibiced by your contractor's scaling rrork. we believe you were prudenl Lo have this work done, incl also beLieve your contractor has done alr t.he work that is reasonable at this time. As an additional safety measure vre recomnend that the rock cliffs be inspected again, at reast next spring, and that your contractor be retained co remove any remai.ning loose blocks and any material loosened by winter freeze-thaw cycles. yearry inspe-ccions tbereafter would be aovlsaDle, even though the hazard is not great. IE blocks
Cons.:rtt,ng EngrnggTs. Gcotogrsls
ano Envrtonrnontal SCtenlrsls
Ollces rn Other pnncrpal Crtrcs
:'!l(Lt lvf::i i:tr r\vr.rrrrtr
P O Bor .;Uliti
D(!nv(:r G)l()r,lfi() li0lOJ 303.5;i# G'3{,ZAao
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Ql lqe.* tas.oaot
q6r.6656
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o Woodward
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.Ciyde Consultants
Gore ilange Propert ies
Decenber 26 , 1979
Page 2
have been loosened Lhey could then be scaled and their fall controlled. lle beLieve that few loosened blocks wilI develop for many years but the rates and effects of weathering are difficulc to predict $rith any degree of certainty.
By the very nat,ure of the requirernents of our consultations for this grojec',, we have needed to exerci.se professional geotechnical judgmenis. We do not guarantee the performance of the project in any respect, only that our work and our pro-fessional judgrnents meet Lhe standard of care of our profess ion.
We appreciate the opportunity to work with you on this
Prolec-". If you have any questions, or would like to discuss any aspect of our observations or evaluations or conclusions,please feel free to ca.Ll.
Yours truly,
Senior Associate and Chief,
Reviewed by: ,'
Frank J. Holliday
Vice President
Dlf Q.l Fa
(3 copies sent)
Geology Divj.sion
1909 !!r:sr Ttlr ,\!crltrc
F O Errr .;035
Oan,,{'r Cntor.l(l() tlo?O.l
303.5 73.tsE:
Woodwa o rd.Clyde Consu!'tants
(
Januarv I0, 1980
Lions Ricge issociates, Ltd.
P.O. Bo:< i523 Vail, Colorado 81557
Att.enticn: ltr. John Slevin
Rtr. Fn.:.i non-i -r- ,.-^^1^-: ^ ^^^-..!La!i^F^ r-1^^1..c-t I II:z_:rrl I rriy \jr|:\rr\JyI\- \-\../rroql LctL].vllS, Ll\JUJtl.dII
Lions Rrdge Filing *3, Vai1, Colorado.Job No. 19848-19570
GentLenen:
ThiS lc:-i-er -pn/-.iFL ,.,.i t t ^^^FiF -o..!Fo/rhn i --.t a^i^i .r.r.r-.) r.s (.LeL !€_,J(JL a rvlrJ. conrram g_ _y-..-ons glven tO your Mr. John Sl_evin by the undersigned, during their telephone conversation on January 9, 1980. t"tr. slevin called to ask why rock bolting had not been used along with rock scaring for the improvement of rock stability ilong several-cliffs that trend westward along the Lions nidge niting *3 at Vaif, Colorado. The results of that work were-reported to you i-n our letter of December 18, 1979.
Basically, we decided to limit the rehabilitation measures to scaling of loosened rock blocks from the cliffs because your conEractor' l'1r. Dudley Holmes, appeared to be substantialry more experienced in scaling techniques, both barring and blasting. than he was in rock bolting. we believed you would receive more workman-l ike results if he removed loosened
li:""5; ":'.i![oo r'l li: : il T" :'1"' I'3 " l', s'l :i,'il;,. l:T: Ii].? :because the rockfarl risk for the blocks removed obviouslv is cancelled. Rock bolts are placed to pin the loosened bloiks to the cliff wal-1, thus typicarty reduce the rockfaLl hazard
f.\r Fha ninnoA F.!r..e r^,,r!ev -,Locks, but do not elj.minate it.
Removal , where practicable, clearly is preferable to rock bolting, even though it may require more work. That extra work may not be warranted at a specific site, and rock bolts could have sufficed for sorne of the blocks that were scaled.
Cons_ullrn.J Entrnecrs Gcotogrsts
anO Envrronmentat ScrCnl,sts
Ollrgg5 16 Olhcr Pfrncrpal Crltcs
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ard.Clyde Consultants
Lions Ridge Assocj.ates, Ltd.
January 10, I9B0
Page 2
For this work, however, we feLt it would be more prudent to scale than to bolt to acconmodate your contractorr s abilities. In consequence, we believe that the rockfall hazard was reduced by scaling alone even more than if Mr.Hornes had ernployed a conbination of scali.ng and rock bolting.
We hope the above comments will clarify this natter for you.If you have any questions, or would 1ike to discuss this or any other aspects of our workr please feel free to caIl.
o Woodw
ruip;;w
Robt.
Frank/ Jy' Hollidav
vice 'Fies ident
KJJ.:ITC
(2 copies sent)
James Irish
Associate and Chief,Geology Division
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July 2, I9B0
Gore Range Properties
P.O. Box I753 Vai1, Colorado 81657
. Ait.ention: f{r. Jeff Selby
Re: .Engineering Geologic ConsuLtation, Rockfall Hazard, Lions
RLdge Filing No. 3, Vail , CoIorado.
Job No. 19818-19570
GentIemen:
Thi.s report presents the results of a geologic sile recon-
naissance, on June 24, 1980, by our engineering geologist,Mr. Roy Spitzer, of your Lions Ridge Filing No. 3 in Vail,Colorado. Our objective was to review rock stability conditions pertinent to the western half of the tract and to
f recommend a rock scaling scope of work for the east,ern half.
t In our iet.ter report t.o yori, dated December l-B, Ig7g,regarding rock slope stability improvement measures that had been conpleted across the western half of the tract, we concluded that the rockfall risk across that sector of the tracb, had been significantly reduced by the scaling of weather-Ioosened blocks and slabs
As freeze-thaw processes appear to be mainly responsible for the loosening of blocks and slabs from the outcrops, we
suggested in our letter to you of December 26, L979, that the rock outcrops again be inspected t.his Spring. On June 24,
19.80, our -engineering geologist, Mr. Roy Spitzer, in cornpany with your contract,or, Mr. Dudley HolmesT inspected the western sector of t.he tract. Two large blocks renaining from the scaling work last year were pointed out again to your contractor. These should be removed. rn addition, we suggest that the contractor traverse the slope a final time to bar or ro11 any small loose blocks off the outcrops, letting them
Cons_ult,n1 fnr.;rnggls Geoloqrsts
ano tsnvrronmenlal sctenlrsts
Ol|CeS rn Othcr Pnncrpat Crtres
o Woodwarc.?lvde Consultants
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toUv"ora-Clyde Co r:sultants
rol] down the slope until they reach a stable resting place.These measures, we believer shouLd reduce the rockfalL-hazard f or Chese pro.oerties as much as is practical .
l! your request, w9 also inspected the rock outcrops across the eastern half of the tract. we underst,and that you are planning to scale this part of the slope sometime later this summer., Along-this section of the slope, we rnarked J.7 precar-rousry baLanced blocks of rock that should be removed. The rock scaling above this eastern secLion of your property wirl need to be conducted with extreme care because two homei are si'-ed on the slope beLow. six other very large blocks uppeir Lo be loose, but stabilization rather than removal may bE-
Preferable because of their size. This could be done by rock bolting or wire ropes.
we suggest that we monitor this work and report the results to you.
By the very nature of the requirenenbs for the consultations of t,his project, we have needed to exercise professional geotechnial judgments. we do not guarantee the performance of the project in any respect, only that our work .rrd our profes_sionaL.judgments meet the standird care of our pioressibn. we appreciaLe the opportunity to work with you on ihis project.
I^f_ryy_hi:"^3ry questions, or would like to discuss. any aspects oi our observations, evaluat.ions or concluslons I please feel free to calL.
b.ruly , f7
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Gore Range Properties
July 2. I9B0
Page 2
Robt. Janes Irish Senior Associate and Chief , Geology Division
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res iden t
RHS :1fc
(2 copies sent)
Woodw"rc!ryoe Consultants
iriovcnrlrcr 5, ]980
Gore llange Properties
P.O. tsox 1753 VaiI, Colorado 8I557
ALtention: i4r. Richard Toefel
t{e: Engineer:.;rg Geologic ConsuJ.taiions, Rockfall Hazard'
Lions Ridge FiIj.ng #3, Vail, Colorado.
Job No. 19848-I9570
Gentlemen:
At your regues!/ on October 30, 1980, our Engineering
Geologist, Mr. Roy Spitzer, met with your contractor,Mr. Dudley Ho1mes, on your Lions Ridge Filing #3 property in
VaiI, Colorado. Our objective was to observe the progress of
your contractor in rernoving potentially unstable rock masses
from the steep slope on t,he north side of your property.
When we arrived at the project, the scaling work was under-
way. Your contractor had removed several of Lhe unstable
blocks both by barring the loose blocks off bhe slope and by
drilling and blasting the larger rock nasses. The work
appeared co be progressing satisfactorily toward the goal of
substantiaJ.Iy reducing the risk of rockfali for the properties
at the foot of the slope. In company wilh your contractor, we
traversed rhe sl.ope and noted 10 additional rock masses to be
removed.
Your contractor presently plans to complete the work in the
next few days, and we will re-examine the slopes then, noting
remaini.ng problem areas, re-evaluate the reduced rockfall risk
of the property, and prepare a letter reporE to you summarizing
t.his evaluation. We will await your notice to proceed with
our final inspeciion.
Con3ultrng Engrngq15. Geoloersls
and Envrronmcnlal SCrcntrsts
Olfices rn OIf€r Prncrpat Crtres
29O9 ',Vcst Trlr Avcr\,c
P O 8ox 40.J6
Oenver Colo..1(to 3O:04
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l?oo*rrr.Clyde Consuttants
C,-,rr: F.anEe Properbies
Nrrvember 5, 1980
p;.1ciC 2
t-17' ihe very nature of the requirements for these consultaEions
orr l-his project, we have needed to exercise professional geo-technical judgments. We do not guarantee the perforrnance of the project in any respect, only that our work and our profes-
sional judgments meet the standard care of our profession. we
appreciate the opportuniEy to work with you on this project.
If you have any questions, or would like t,o discuss any
aspecls of our observations, evaluations or conclusions,
pLease feel free to cal.l.
Robt. James Irish Senior Associate and Chief.
REV: FJH
RHS: lfc
(2 copies sent)
Geology Division
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iluly 28 , 198 1
C'ore Range Prop€rties
P.O. Box 17 53
Vai1, Colorado 8165 7
Atteni.ton: i,lr. Jef f seiby
Re: Engineer:.;rg Geologic Consultation, Rockfall Hazard, Lions Ridge Filing No. 3, Vail, Colorado.
Job .r-o. 20532-19570
Gentleinen:
At your :equest, on July 20, 1981, our engineer.i.ng geologist, Mr. Roy spitzer, net with your contractor, Mr. Dudley Holmes, on your lions Rldge Filing No. 3 Proper"y in Vail , cororado. our objective was to review the rdork t,hat has been conplcted by your contractor relatrve to the removal of potentiarly unstable rock masses fr or,r the steep slopes above the eastern harf of you: property. The rock scaling work above the vfestern harf of the proper'.y (tha-- sect.ion of the slope above lots .1 ,2,3, and 4) was completed in 1979 (see our letter reporL to you dat,ed December 18, 1929).
As noted in our initj.al report to you, in our judgenrent the rockfarl risk prior to scaling ranged. from low to moderate. That is to sayr the risk was typical for mountain slopes underlain by rayered sed.imentary rocks that crop out as Iow but steep cliffs. In actualit,y, the risk appeared to be
somewhat less than typicaL because the rock strata above this property dip lnto the slope rather than out of i.t, thus biocks of that. rock have a resser tendency to sl1de out frorn the cliffs on bedding planes. I.loreover,the join--s of the strata typlcally are widely spaced.
During previous visits to the site, potentially unstable rocK masses were exanined by our engj.neering geologist, and designated for removar. Rock scaring techniques were chosen to reduce the rockfall risks because your contractor was more experlenced ln scaling than in rock bolting. we also beLieve that rernoval of the loosened rock masses is preferrabLe to rock bolting from the standpoint thats removal is, ln one sense, a finar solution because the rock falr risk for those blocks that are removed. ls obviouslv cancelled.
our exarninations of t.he 6lopes lndicate that your contractor has cornpleted rernoval of those designated blocks whtch, in our judgment, appeared to be
Cons_ullrnq Enqrnsgr5. Gcotogrsts
ano Lnvtronritental sctcnlrsts
Ollrcqt ,^ Orhcr Prncrpat Cilies
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vto*"ro'Clycie Consuitants
(
Gore F.a nge Propert:es
JuIy 28, 1981
Page 2
potentialiy r:istable. One partlcularly large block that superficially
aPPears to be Precarlously balanced j-s located upslope of the eastern sections of you.r property bet'teen the trro exist:.ng structures. This block tjas carefully exainined during each of our lnspect.ions and we believe it is ln a relativelT stable configtration. Removal of this particular mass, we believe, may lnvolve significantly rnore risk to the existlng structures belolt than to leave it in place, as we believe a catastrophic event would be necessary to loosen ii from it,s present location.
In our judgneni, the rockfall risk across youi property has been signifi-cant}y reduced by the scaling and removal of the weather-loos ened blocks and slabs. we believe your efforts to reduce these risks have been reasonable and Prudent' This is not to say, however, tha! the rockfall risk has been eliminated enti.rely, for that is impossible. wea-.hering processes, naj.;1ly freezi;rg and thawing, will coati:rue at varyi;:g rates
thloughou!. any year, and from year to year. In tiiae, blocks and slabs will
again be loosened and dislodged from the faces of the crest. However, the wea--hering and subsequent rockfall processes have been bot.h delayed and inhibiced by your cont.racto!rs scaling work. As an additional safetsy measure, yearly inspections of the rock slopes are advisable even though we believe the hazard is noi. grreat. Blocks that have been loosened could then /|.'( be scaled and their fail controlled. We believe that few loosened blocks \ will develop for nrany yeals, but the rates and effects of weathering are difficuLL to predict with any desree of certainiv.
By the very nature of the requirements of our consultatj,ons for this project, we have needed to exercise professional 9'eot,echnical judgments.
we do noE guarantee the performance of the project in any respect, onry that our work and our professional judgments neet the standard care of our profession.
we appreciate the opportunity to work with you on this project. If you have any questions, or wouid rlke to d,lscuss any aspect of our observatlons or evaluat.ions or conclusions, please feel free to cal1.
Rob't .
Chief,
REV : PJH
RHS : jme
( 1 copy sent )
Geology Division
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GENERAL NOTES
This stnucture has been designed to neet the nequirements of the 1g8s
Unifonn Building Code uith anendnents as adapted by the Toun of Vail,
AII omissions on conflicts betr,reen various elements of the uor.king drar,rings
and/or specifications shaII be brought to the attention of the Structural
Engineer befone pr-oceedrng r.rrth any uonk so rnvolved. The general
contracton shall verrfy aII drr4ensions and conditions at the jobsite and shall be nesponsible for coordination of all r,lonk and r,'rater.ials includino
those furnished by subcontr-actors.
Live Ioads used in design,
A, Roof - 80 psf
B. t^l i nd -
Less than 3@ feel - 25 psf
Oven 30 feet - 30 psf
C. Floore - 4@ psf
0, Eanthquake - Zone I (U.B.C. )
CONCRETE
A. All concrete design is based upon the "Buildi.nq code Reeuiremenl,s fbr.Reinforced Concrete" (AcI 3i8-83) and shalI be constnucted rn accordance ttith "Specrfications fon Structural Concrete for BuiIdings, (ACI J0l-g4 ) and Chapter ?6 of the 1982 lJniforlr Building Code.
B.
n
AII concnete shall attain a mininum ?B day Ain entnainment shall be 7Z miniplum for alI
compressive sir-enqth of 3000 psi
ex t er i or r,lor-k ,
4615-81 and shal I
*6 bars and largen.
any coatings that
All reinforcinq steel shall conforn to ASTH Speci.ficatlon be 6r-ade 4@ fon *5 bans and spraller and 6rade 60 fon Reinforcrng steel shall be free of loose rust scale or.reduce bondinq capabilit ies,
U.
E.
trJelded uirne fabnic shall confonm to ASTM Specification AlBS
Concrete materials shal I confonm to
qnpa i F i ^r+ r ^hE.port Iand Cement, C1S0, Type
Aggnegates, CE3
ASTM s t andard
[,,Ja t en , Clean. drinkable Air Entraininq Adrrrixture: CZ60
tJa t er-re duc inq Adrnixture, C4g4
AIt reinforcing bars sharr be detaired. borstered* and supported in accordance urith the "l'lanual of Standand Pr-act ice f or- Detaining Reinforced Concrete Structures' ( ACI 3lS-80 ).
Concnete pnotection for reinforcement shaII be as foIIor,ls:
Concrete poured agalnst earth - 3"
Concr-ete poured in f or-rns but exposed to rrleather- on eanth *5 bars on snal Ler - ! 1/Z'
Bars largen than S5 - 2"
concrete not exposed to ueather or rn contact trith earth 5Iabs and r,ral Is - 3/4"
0ther'- 1 1/2"
Lap splices in nei.nf orcing shail be a minimum of 36 ban diarneters unless othenurise shoun on pIans. tJire fabric neinf oncerqent rqust 1ap one full mesh at side and end laps. but not less than 6,, and shall be r,rined together.
t'1ake all bars cont inuous anound cornerE on pr.ovide connen bar-s of egual size and spacinq. Provide tuo *s bars around aIl openings. extending 24', beyond edge of opening.
t he f o I lour i nq
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Pcovide cont inuous shean keys at alI cold joints and elseuhere as orauJlnqS.s houn on
AII anchor bolts fon corumn beaning plates shali be praced r^rith setting { cmn 1r+ a< c^^,,+rrt \r(r L beneath column base plates and bearq bearrng plates shal I be a minimun of 3/4" of non-shnink "Embeco", -Five-star-". on approved eeual.
Eguiplrent shall be provided fon heating the concnetg materials and protectinq the concrete duning freezinq or near-fr-eezinq uieathen. AII materials. fonns and earth in contact uJith concrete shall be free from frost. ice and snorrl .
AII concrete shall be thoroughly consolidated by placernent r and shall be thoroughiy uronked around the corners of the forms. Honeycombinq r,riII not
vibrat inq or tarnping during
the reinforcement and into
be acceotable.
M.
8.
ROU6H CARPENTRY
R, conf orrn to PS 2@ for lunber naterrals, gradinq rules of l^,t pA, Anerican Plyuood Associat j.on for plyr.rood, applicable publications and standards of the National Forest Products Association and the Amenican Institute of Timber construction and chapter 25 of the lgSz Uniform Building code.
AII lumber shall be Doug-Fir *2 or better
E=L,7O@,000 ps i .
Fb=1450 psi ( repet i t ive use ) .
AIl Giulam beams shall conf orrq ro Fh=24@@ psi bending stress and be made
f rotn Doug-Fin timben. A gradual seasoninq period at rnoderate temperatures shall be provided for Glulams upon enclosinq the structur-e to mrnrmrze
excess j.ve checking due to sudden hunidity chanqes.
0. Roof sheathinq shaII be 5,28" c-c EXT-ApA zz/ 16 plyr.^rood. unless otherr,rise noted on pIans,
Floon subflooring shall be z/4" c-D INT-APA 4?/20 pLywood. unless other-uise not ed on p I ans.
Nail all plyr,rood to roof rafters and blocking r^rith Bd @ 6" o.c. at panel edqes and G 12' o.c. at inter-nediate supports, unless othenuise shoun on the !lans. NaiI plyr,rood to f Ioor .1o.:.sts and blockinq uith gd @ 6. o.c,at oanel edges and 0 10" o.c. at intermediate ior <1q ,tnless otherulise shoun on the plans.
AIi TJI's shaII conform to the standacds of the Tnuss Joist ?5, 35, and 45 serres; E=2,?OO,O@0 pst. Installation shal
rqanuf actuner' s specrf icat rons.
Inst itute fon
I be as Der the
tl Lurnber standard shaII be Amenican sof tr,rood Lurqber standand ps
Oepa.tment of com'rerce ), s4s, Mcls, lqoi.stune at tirne of dressing.
2@ (U.S
L.
InstalLation shaII cor.rply uith the "llanual of House Fnaf4inq,, bv the National Fonest Products Association, incrudinq nailing, f i.r-estopping,anchorage, fnaminq and bracinq,
GIue plyuood subfloon to f Ioor- joists and plyr,rood sheathing to shear ualls using adhesrve conf or-r'ring r^rith ApA speci.f ication AFG-O1 (u.B.c.
Standand No. 25- I9 ).
AII connector hardulare is to be manufactured bv SiIver Company, or approved equaI.
the Simpson Corlpany. ihe
Provide soli.d blocking of the same size as rafters on joists at lines not to exceed B feet mdxiryluryt spacing.
Maximuri nai. Iinq shall conf orrn to the follouing nailing schedule,l. Joist to sill or girder, toenatI..... .....,J-gd Z, Bri.dginq to joist, toenail each end ..Z_gd 3. 1"x6" subf loor- on less to each joist, face nail. . ......Z_Bd 4. lJiden than 1"x6" subfloor to each.;oist, fdce naiI..... ......j_gd 5. 2" subfloor to joist or girden,blind and face naiI..... ..,..2-i6d E. Sole plate to joist or. blocking. face naiI.. ..l6d @ 16.o.c.7. Top plate to siud, end na j. 1..... ....2_l6d B. stud to sole plate ..toenail raith 4-gd on endnair uith z-l6d 9; Ooubled studs, face nail..... .....16d 0 24',o.c.10. 0oubled top plates, face nail.. . . .1Ed 0 l6.o.c.11. Top plates, laps and intensections, face nail.. .Z-16d L?. continuous header, turo pi.eces,.... .l6d e 16" o.c. along each edge
M
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Ceiling joists to plate. toenail..... ....J_gd Contrnuous headen to stud, toenaii..... ..3_gd fler I '-- ini<{< l-^.ve.rr,,!,{ rvreLc( .s,rr oven pantitions, face nail.. ....3_16d Cerlrng joists to parallel rafters, face nail.. .,.....3_l6d
Ra f ter to pIate. toenail 3-8 d lB. 1" brace to each stud and plate, face naj. 1..... ........Z_gd 19, l"xB" sheathing on Iess to each bear j.ng, face naiI.. ,.Z_gd ?@, leji der- than 1"x8" sheathing, face nail each bearing .,..3_gd
21 . Burlt-up connen studs. ,....16d 0 24,,o.c.22. Built-up girdens and beams ..,ZOd Q JZ',o.c.at top and bottorn
dnd stagqered ?-7Od at ends and at each splice 23. 2" planks ,...2-l6d at each bearing see plans fo. any additional sheathinq and decking nailinq notes.
N.All headers shall be 2-2xrz for ?x4 r,lal ls and 3-zxlz for zx6 tralls unless othenuJise shoun on the plans. All headers shaII be supported by one tnimmer
eac h stde un I ess of henuri se shoun on Dlans.
Ail exteri.or r,ral Is and nain crass stud partitions shaII be braced at each end and at least every 25 feet of length by norninal 1"x4', Iet-in bracrnq.unl es s spec i f ic sheathing is indicated on the o lans.
AII burlt-up girders, beams and headers . shall be glued urrth adhesrve conformrng to APA specification AF6-01 and nailed as per nailinq schedule.
o.All trudsills and r,,rood used near-er
Reduood on pressure i np r-egna t e d in U.B.C. Standand No. ?5-I?.
than 6" to the eanth shall be Californra
uith an appnoved pr-esenvat ive as specified
SiIl plates shall be bolted to foundations uith a anchor bolts spaced at 4' o.c. and enbedded ?,,
be a minirnun of tr^ro bolts per- piece uith one bolt
end of each oiece.
[,Jood studs may not be cut or notched to a depth uridth. tJood .loists on nafters may be penetrated
l" diarneter Iocated a appr-oximately rnrd-depth and Any deviation fnom this specification musr oe
Engineer.
rnininum of l/7." drameter
into concrete. There shaIl
Iocated urithin l2' of each
exceeding 25X, of their
urith a hole no larger- than
t't idspan of the nerrloen,
appnoved by ihe Stnuctural
flinimum under-floon clear'ance betu:een earth and r,rood franinq shall be l8" to floor joists and 12" lo floon qir-dens and Iedgers.
studs in exterion r,.ralIs and intenior- bear-ing ualls urhich support one floon and a noof shal I not be less than 2x4's, and r,rhich supoor-t tr,ro f loons and a roof shall not be Iess than 2x6's to the botton of the Iouer floor joists
and 2x4's fon the tr.io upper r,ralIs. AII studs in exte.ior ualls and interion beaning r.ral ls shall be placed at 16"o.c. unless othenr^rise shoun on olans,
Floon joists shall be doubled under aIl parallel uall oar-titrons,
Max i murn heights for
ua I I s .
f raned r,ral ls shal I be 14' f on Zx4 r,raI ls and l6' f or Zx6
Dimensions for framino shall Lre Fs ner. anchi.tectunal drauings.
AII Micr'olams shall confonm to the standards of the Trus Joist Institute for 9 L/?", LL ?/8", 14", 16", and 18" dcpths; E=2.@0@,@00 psi.
All Glularns and Micr-olans exposed to exterion conditions requlne garnanent preservative tr-eatnent in accordance uith A.t^J.P.A. standar-ds Cl and C2.
z.
A.
EXCAUAT I ON
All topsoil and organic rnaterral shal I be removed or.ior foot i nqs or slabs.
All excavations shall be cIean, level and olumb.
Excavation shall penetrate good beaning soil as specified and structural drau:ings.
to placement of
on soi ls neport
E.
0. contracton shail be nesponsible for shorinq excavation if necessary. r,,Jhen rpquested. the Structural Engineen uil I furnish as an addttional service excavat ion shoning r.ecommendat ions and detai Is.
Backfillinq of excavation shall be as per backf illi.nq specification and draindge neq.uirements shouin on structural draulings and/or soils report,
Excavations shall conforrn r.rith standands in chapter 2g of the lsgz unifonr,r
Bui I di nq Code.
BACKF ILLIN6
Do not backf i. ll against basernent or retaining and adjacent floor fnaming are in oldce instalied,
ula I 1s until supporting slabs or untiI tenporar-y shoninq is
n
In no case shall backfilling take for 28 days unless ualls are Structunal Engineer.
place befone concnete :.n rrlalls has cured braced by special shoring designed by the
Cantilevered retaining ualls nay be backfilled after curing period uithout the suoport of shoring.
f or'78 day
D. Foot ings and foundation ualls shall be backfilled to a deoth soecified by the Soils Engineer or the local buildi.nq codes to protect against frost hedve prion to pne-uinter freezing of the soi. l.
ERECTION & BRACING REQUIREMENTS
A. Structural draurings are intended to illustrate the finished stnuctune Lrith alI elements rn their final poisitions, properly supponted and braced. The contractor is respons ible for pnoviding temporary shoring and latecal bracing of fralring during construction to achieve the final stnuctune.
liJhen nequested, the Structural Engineer r,liIl furnish service ter'rporany shoning and bracing recommendat ions and
as an addit ional
details,
o O
VF fCAxYc wzaA+
fuee ?jb -fbf rt*r€ tp'rct@).D4cffi d.-
QgAz.
hue Bs-utYo
WTro
I'\efuvQL
VAa Pt@+oaW^'
ANfiNvoos RoFA2 Ertcn+fttlem, Nnrt- ty 22-Lb4
f{Atr,s U/rxs bt\ 6F AouN4 qbxtz
t/"
q
A4a4 4gxz Nou*+a>a'+ IAe 0t%+ 2*o Aerc.7o +W-W ^{AlL f2 t-tvt4*1t?'.
lJo(€-- dua VW--,\*-a*la-a f+@vivY q fMa.
e MAK, ffi,N I+ do') wtoqa) fue W6t l/tvtNb tfuk1 t/ltNwt)F flar'tef U"ltt:
tft,nzbl b)€tay" vhtu hutrAt>c ) 6 n6ez- na?
TO:
FROM:
DATE:
DF.
DeDartnent
t r o'.o.,H.:',
$\t[r" Lr{ "."
',t'
5"--.tR-b
l' r,,b-u
Town Council
Community Development
April 17, 1990
A request to anend the reclassifying Lots 2,
and Lot 1, Filing No.high severity rockfall
geologj-c hazard nap by
3, 4, 5 Block 3, Filing No. 3,
2, Lionsridge Subdivision fron
to rnediurn severity rockfaLl.
The Hazard ordinance incLudes a provision to a1lov property
owners to amend their hazard designation. The owners of the
above referenced property have subrnitted a site specific study to justify this anendrnent. This decision is the purview of the Town
Council with no input or reconmendation from the Planning
Commission or other Town boards,
The staff has not provided a reconmendation i-n response to thj.s
reguest. This is due to our lack of expertise in geologic
engineering. Thj-s discipLine, as acknowledged by geologists, is
inherently subjective and subject to varying interpretations.
The following i-s taken from the 1984 rockfall study that
established the two rockfall zones within the Town:
trlt nust be understood that the interpretations of many
geologic hazards, including rockfalls, are subjective to
some degfree. No two geologists would draw run-out lines at
the same exact location in all areas of a particular study.
By the same token, not all geologist would assign the sane
degree of severity to any particular rockfall. . . This not
wii.hstanding, theie rnay L.-disagreernents with some of our
conclusions.ri
It was clearly the intent of the Hazard Ordinance to a1low for
nodifications to the mapping based on site specific analysis. It
is acknowledge that the Town-wide reconnaj-ssance conducted during
the development of the J-984 study is not as detailed as a site
specific analysis. fn theory, the study subrnitted for this
arnendrnent shouLd provide nore detailed and accurate inforrnation
than the Town-wide study. while we have no reason to doubt the
findings of the report filed for these 5 lots, we are lacking the
background to provide the Council with a definitive
recomrnendation with regard to the reports validity.
1
DESCRIPITIofl: -[ot
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
DATE:
LEGAL
ADDRESS:
PROPOSED USE
LOT SIZE
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Si des
Rear
l.later Course
Site Coverage
Landscapi ng
Fence/Retaining Wall
Parki ng
Credits: Garage
j19
lScx>
5G1
sil I
3 Block .3 Fi I i ng L'u.- 0orr r3
Al'lowed
(30)(33)
Pronosed
_?s i5J
3o
l4
Pfluf,.^,iifiiljili*, *t,+a.dh -. *,.nt Phone-
s8g
j.t?/
2i)7
3 Stf
20,
15'
15'
(s011561
)so r
'JA
OL (nC
------r+tF_
Heights
Mechani cal
Ai rl ock
Storage
Sol ar Heat
Drive: Slope Perm'i tted
Envi ronmental /Hazards :
(
(25)(so)
Slope Actual v/qf,es 3"4 lt5 ("o/" ",J-iy
Slo/e /-
l.Jet/ands //
Geolosic nu.a'as V o.(. itV-'ff h.i \n\
Corrnents:
Zoni ng :
Date:
Di sapproved
Project Application ll
D,t" 5 zl7ol87
Project Name:
Project Description:
Contact Person and
n
owner, Address and phone: B{. I$S- Cn \t>r-.-\
Architect, Address and Phone:
Legat Description' r-ot 3 , atock R ritlng \J
Commenls:
Design Review Board
.l
Motion by: VICA f
seconded or, K,VL
rl
,^," 1l4qlt7
DISAPPROVAL
LIST OF MATERIALS
PROJ E 3T :
OESCRI PTI ON:
iI ADDRE!,S:
The following information is required for submittal
Board before a final approval can be fiven:
A. BUILDING MATERIALS: TYPE OF MATERIAL
by the applicant to the Design Review
COLOR
,CRIPTION (IF P
Roof
Si di ng
0ther
\>A trroscq'- €$t?ta? caDA!- \"lPgslcos$ ?l3o\^f'
l^lal I Materi al s S'Ncc.o 6 ol(z eoFcct(a lr* r'rl-
Fascia
Soffi ts
lli ndows
t,lindow Trim
Doors
Door Trim
Hand or Deck Rails
F'l ues
Fl ash ings
Chi mneys
Trash Enclosures
Greenhouses
A> ?.:t c?Frrrr- \'r(Frcoc|)
l'..9 3x* ' g C\r''*z rrtr\>EAL
AHcto+o* RQrv*q -SY*rt^n Tzgoci<ut'tr' CA3r-'i"r'
X a.
s16., (iFFf@- gooL'. To t#(41 4(occ-o zn^Cra
LANDSCAPING: Name of Designer:
pnone:
Botanical Name Common Name Quani ty
(':
''lii a t s '
ll., rt.:,t rl :, Ct.lc ,' ,'t '4 (' rt Q',
..)"
Q,WeAlyun, l)g4ltJ!-,atr 5
.f ) .7 ,l (ftrtLIl'lo[! rttl(']r1'h'? l\ lpl(' /YfzttY't-'r
-EXISTING TREES TO
BE REI'IOVED
Si ze*PLANT MATERIALS:
PROPOSED TREES
til LI ut )T);OtDt:S
,UtA (IllarLut,{- -l '2 tl
1
/t'-( il1.,
for coni fers .
(over)
a>G c.rnna RtPe@
Arunt
I ll LL|Ll .(\ ltrlt'
*Indicate caliper for deciduciotts trees'Indi cate hei ght
i I titt"
LIST OF MATERIALS
NAME OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
""1
a- 'i?Jj,'''l E Frc,.Z w--
DESCRIPTION OF PR
The following informatjon is required for submittal by the applicant to the Design Revjew
Board before a final approval can be fiven:
A. BUILDING MATERIALS: TYPE OF MATERIAL COLOR
-,-i-[:i])i r''. L'
Roof
Siding
0ther l,lal I Materi al s
Fasci a
)01rl t,s
I^Ji ndows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Flashings
Chimneys
Trash Encl osures
Greenhou s es
0ther
LANDSCAPING: Name of
PLANT MATERIALS:
PROPOSED TREES
iF-,,+,- ( < H,^. r. t *l r-L
/ r,J?,"/l.J ,).-2.-f-r-..., -J. r,,-) €_''--fn)J^o, - -, !, . c v, 17r,1,,t--\
z,:/tnn^.,o ,rn,,r."-*ra-
.{rr1,.}r. ' /.44
'fl]3z,;,N 1'I L furY1 '7.1:'- L'I
'.-.ftGt/l" I tt-l 1,,.u L L | (4,- t'-t
'J
Otv'79-!'l
"
rl 1 1,"./ trr.l Ltt ct-.t Prr',t
./. t I r7-/Q f18et..,,.(lrt lJt:,'4 - lf,ttt.:. ) eLy'Mf'lc' -/l;1'
z*b Ez=plpr>,. e*P t^l//r',0
G,T T;1..1 L I
]i ...4 I l-iA 'tart-f
,'o (..\l2A-;t'
(V',r\t- - - l- | , ,.tt'>1t/ ,.:' i
Des i gner:
nhnno'yrrv||! '
Botanical Name Common Name Si ze*Quani ty
'1 ,t
L--2 | _-/
...'._......':-_TO
FaPttt-tJa EtulaLalag)
@t4JLt++#.!.4unL-eLrtr'
t,'tz- Z"
'/'/,) - b''
EXiSTING TREES
BE REMOVED
'*44( \):)
*Indicate caliper for deciducious trees. Indicate height for conifers.
(over)
@;-
o
PLANT I'IATERIALS:
(con't)
SHRUBS
EXISTING SHRUBS
TO BE REMOVED
Botanical Name
fue*iry elralaNlr-E4a
&t-*etvFilA'b
PetFlrtuu*'E flUf tza!,A Ft2sg .: :
ALFINUtz
at*lP*+re{=-.r\Lll F4Ll ,A
'"-Vlztlat*
'-!tlJ.A;!e!+-
I la, iZ
Common Name
EEt2fl.ll/.f->xttJrrO-
VaT€TtflaL-\
*'7!F*+
ADNEEE?-
LILK.
Si ze
54"tl-
4 r:3,<'t..
5E*i-
eGt+-
i<,i-lq-
Square Footage
t :1t--tz-t 'l--',/' L t 4
'rt,,. L
| )-= /"1 -l'I ) L'/ "'1-
GROUND COVERS
Orr:ni tv s::j::ir-
.tl ?l
t4 t?
I7n
I .'t
-l 2.,.
__-___J__-_d_
TyPe
Ulbll A ,LTtrLt=28, t/. t',1'.".', t,^'-t\/r,' I
FL art€&. ffio=>
s0D
SEED
c.
TYPE OF
IRRIGATION
TYPE OR METHOD OF T=AE::ZZ-I C,
EROSION CONTROL
oTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc.) Please specify.
/'/jt-/,i: : r:t,.:T-^tNtLJL L tkuJ4 _
FROM:
DATE:
RE:
Town Council
Comnunity Development Departrnent
April 17, l-990
A request to amend the geologic hazard rnap by
reclissifying Lots 2, 3' 4,5 Bl.ock:, Filing No. 3,
and Lot f, fifing No. 2, Lionsridge Subdivision from
high severity rockfall to nediurn severity rockfall.
The Hazard ordinance includes a provision to allow property
owners to amend their hazard designation. The owners of the
above referenced property have subnitted a site specj-fic study to
justify this amenarnent. This decision is the purview of the Town
6ouncii with no input or recommendation from the Planning
Commission or other Town boards.
The staff has not provided a recommendation in response to this
request. This is due to our lack of expertise in geologic
enjineering. This discipline, as acknowledged by geologjsts, is
infrerently-subjective and subject to varying interpretations.
The followinq is taken frorn the 1984 rockfall study that
established the two rockfall zones within the Town:
rrlt must be understood that the interpretations of many
geologic hazards, including rockfalls, are subjective to
lorne degree. No two geologists would draw run-out lines at
the sane exact location in all areas of a particular study.
By the sarne token, not all geolog:st would assign the sarne
digree of severity to any pirticular rockfall"' This not
withstanding, theie may be disagreernents with some of our
conclusions. rl
It was clearly the intent of the Hazard ordinance to a1Iow for
nodifications to the rnapping based on site specific analysis. .It is acknowledge that the iowi-wide reconnaissance conducted during
the devefopnent of the 1984 study is not as detailed as a site
specific a-nalysis. In theory, tle study subrnitted for this
amendrnent shoutd provide rnore detailed and accurate inforrnation
than the Torm-wide study. while we have no reason to doubt the
findings of the report ii:-ea for these 5 1ots, we are lacking the
background to Provj.de tlre Council with a definitive
recommendation with regard to the reports validity.
Office of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
March 12,1990
subject: GEoLoGlc HAZARD CLASSIFICATION for Lots 2, 3, 4, 5,
Block 3 Filing No.3, and Lot I Filing No.2, Lionrs Ridge
subdivision, Vail, Colorado.
Director of Community Development:
On behalf of myself, Jill S. Dowd, owner of lots 2, 4,5, in filing No. 3
and Mr. Bruce Canton, owner of lot 3 filing No. 3 and lot I in filing
No. 2, I would request a hearing before the Town of Vail council to review
the classification of our lots in the Geologic Sensitive Area Map.
We woutd desire that our lots be reclassified to a Moderate Risk Rock Fall
Area from its present High Risk Classification. I am submitting a site
specific aeologic report from Mr. Robert James lrish which supports our
request for the re-classification. My address is; Jill S. Dowd, P. O. Box
3128, Vail, CO 81658-3128 and Mr. Cantons address is; 1853 Lionrs Ridge
Loop, Vail, CO 81657.
Ptease feel free to contact me if there are'any questions concerning our
request. Thank you for your cooperation.
Bruce O. Canton
Sincerely
.. 1
nol West Yale
Avenue No. 601
Oenver, Coiorado 80227
303.986-6658
0ctober 2, 1989
Canton Construction ComPanY
1853 Llons Rldge Loop vall, CO 81657
Attn:
RE:
Mr. Bruce 0. Canbon
Geologic Hazards Study, Lots 2, 3, ll & 5, Block 3,
Flllng No. 3, anal Lot 1, Fillng No. 2
Lions Rldge Subdivlsion, Vail, Colorado
Job No. I 90( I 26)
R. J. Irish'
Consulting Engineering
Geologist, lnc.
Gentlemen:
As requested by your Mr. Bruce CanLon, the underslSned conducted an englneerlng
geologic reconnaissance of lhe flve subJect lots, whlch occupy a gecLor of the
south-faclng slope ol bhe Core Creek Val1ey lmmediately norlheast of the Buffehr
Creek Valley at the easLern end of the West ValI area. The four lots are loeabed
ln the SWl/4, NW1 /Il , Sec. 12, T.5S., R.81W., Eagle County, Colorado (Flgure t).
Our obJectlve Hag to generall,y outllne geoIo8lc condltlons across the study area
and to agsess whether any of Ehose condlLions consLltute geologlc hazands
sufflclenEly severe to restraln or preclude development of the properLy as
planned. lle understand sLngle fam1ly andloe duplex resldences are Lo be
construct,ed on lhese four 1ot9.
From Llons Rldge Loop, at about Elev. 81 20 fee' to 8130 feet, the lots extend
northward up the slope of a long, narrou, west-trendlng rldge spur of ihe valley
slope to aboui EIev. 8260 feet. The rldge crests at about EIev.8440 feeb bo
E1ev.8lt60 feet. The slope dletance from Lions Rldge Loop to ihe top of the
ridge ls on the order of 600 to ?00 feet. From the rldge crest doyn Lo about
Elev. 8220 feel (about, the center of the lots) the ground slopes at about 1.7531 ,
Hhereas below that elevatlon to Llons Rldge Loop the ground 3lopes at about
3.6:1. l.,e unders-U-a_nd tile hom,qs fqulL-be"construcfed adJ.acent to Lions Ridge Loop
on lhe ftattei--sloped ,ectorJ of lhe lot. The sieeper, upper part of the ridge
slope ls dlsrupbed by 2 rnain rock bluffs ranglng from 10 feet to as much as 50
feeb high. A few trees are scallered acrogs Uhe study area, but for the most
part, vegetallon i5 Limlted to brush and natural Sraases.
Sedlmentary rock sLrata of the Pennsyl vanl an-age (290 to 330 mllllon years ago)
Mlnturn FornaLlon constituLe bedrock across the sludy area. These sbrata lnclude
malnly sandstones, a fen shales and a few thick llmestone un|ts. These dlp
northlrard inlo the hlllside ab 30o to 40o.
Consullant to Designers, Contraclors. Planners
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canton ConsLructlon Company
October 2, 1989
Page 2
The bedrock, however, ls blanketed (excepL for the rock bluffs) by slopewash and
talus solls down to about Lions Rtdge Road. Below Llons Ridge Road a Hest-
southwest trendlng ridge spur of glaclal noralne ls plastered againsU the foot of
the slope (Figure 2). The sandstones Lyplcally are flne-gralned and fine to
eoarse-gralned. They are locally cong.IomeraLlc, thin to masslve bedded, lreak to
strong, and the joints are w1de1y spaced. The llmestone 1s flne-gralned to
mlcrocrysLalline, sLrong to very strong, thick-bedded and wlth Jolnts rlldel.y
spaced. The unconflned compresslve strengths of the sandslones probably range
from 10,000 psl to 15,000 psi, whereas Lhose of ihe llmesuone range probably to
3C,000 psi. The shale units typically range from seams wilhln the sandstones to
thin-bedded units up to a foot or so lhiek, Those thicker unlts, however, are
rare. The unconflned compresslve strengths of the shales probably range betHeen
2,000 psi and 6,000 psl.
The slopewash and talus soils are unstratified, sandy, gravelIy, cobbley clay
with scattered boulders. This 1s mainly sandstone debrls. The solls form an
apron developed below the sandst,one bluffs down to Llons Rldge Loop, thus range
from a wedge-edge upslope bo probably as much as l0 Lo 20 feet thick adiacent to
the road. These sol]s have been deposlLed prlmarlly by sheeL wash, thus are
expected to range from loose to medlum dense, and probably are subiect to
dlfferential settlemenL Hhen wet,Led.
South of Lions Rldge Loop, the glaclal noralne solls are princlpally a hetero-
geneous rnixture of sand, gravel, cobbles and bould€rs ln a silt to clay matrlx.
The soifs include both sandsLone and granltic rock debrls.
found;tlon condltTonr'aie expecLed. Bulldlnc on si Les should noL lncreage
the hazard to oLher property or sffiures, br to publlc buf ta-Tn'gs, roads,
sureets, rights-of-way, easemenLs, uLllities or facllltles.
The outcrops of rock, princlpalty sandstone but 1ncludln8 some layers of
llmescones as we1l, jut out of the rldge glope as long, narrow bluff: as much as
50 feet, high (Flgure 2). CoI-ceivabl-y_-qock-Irlockl and,plaLeg.could top.ple from
these bluffs to rolL and bounce down the slope. These theoretlcally coulC
consLituLe a hazard to buildings consLructed on Lhe slope b-elowlThat roix fall
Ti-lx, we beile-v-el--ne6d8 ioffi uot-n tne probabil_lry of an
event and the sever-ll1 of the evenL (lhe slze of a parlicuLar block tha! could
topple )
Except for a potentlal rock fa11 hazard, we found no evldence of potenllal
geol.oglc hazards wiLhin the sLudy area. So long as dwe1llngs Ar.e-const rucLed
withln these lots wibhout significantly ch?lglng_llle e.xlstlnE ground coldltions,
thus the stabilftv of-Tn-E-SbiIS-and/oi rock r{iLhin ghe building sibes and
vlclniLy, slope stability should not be lmpaired. CuLs and flIls on Lhe IoLs
should be iieiic low--(i.e.,-'-on--rtre--order of I feEL or less), or should be
ge_otechnlcalJ.y desig!ed. No unusual or sfVeTA-gE;I;ty-reratGT*uuiroine
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canton Constructlon Company
October 2, 1989
Page 3
He believe bhe rock fall__risk, in terms of probability, l.s ]o_t1_!or Lots 2, 4 and
most of 5, but ls judged to be medium across most of LoL 1 and a smaLl area ab
the southeastern corner of Lo! 5' (-Figure 2). The btuffs lbove Lots 2, 3, 4 and
most of 5 are reLatively ndrrd*r- and are formed of sandslone that appears !o be
relaLlveJ.y masslve. Although we found evldence of looseness of a few thln plabes
and small blocks of rock, for the most part the rock across Lhe ledge ln the
vlclnit,y of EIev. 8330 feet to EIev. 83t15 feet and the more prominenL bluff ln
the vtelnlty of EIev. 8380 feet to Elev. 842O feeL appears to be relaLlvely
lntact. The Jolnts that are open tend to be perpendicular to the slope raLher
than parallel to lL. Moreover, the strata dlp lnLo the slope raLher than out,
thus rock bLocks are much less likely to topple wlbh bhose planes as their basal
separa t l ons.
0ver geologic tlme, blocks have separated fron those two bluffs, buL mosL of
Uhose appear io be quite old. Many are pantly burled ln lhe slopewash and Lalua,
and the fresh rock surfaces oriSlnally exposed by the breakup of those rock
masses as they fell are now weaLher-coaLed. This evldences considerable
anLtquity. Wlbh rare exceptlon, these blocks have scalLered only aboul 150 to
200 feet dovrnslope from the bluffs from l,hlch Lhey are derived. The residences
to be constructed would be pLaced more than twice lha! dlsLance away from Lhe
bluffs. Most of Uhe rock blocks have broken up when lhey toppled lnLo smaller
platy masses that have not travelled far from lhe outcrop. They are Lrapped by
the ve8etation and other rock blocks strewn across the upper parl of lhe slope.
He cannoL complelely dispel the possibility that in_some fuLure tlme large rock
blocks boppling from these two ouLcrops may lnvade Lpt-s 2,-3, U and 5, but Lhe
geologic evidence 1nd i cates that those events are rare and the risk loH.
The rock formlng the lower bluff from about Etev. 8340 feet to Elev. 8380 feet
and extendlng eastwand along the slope above and east of bhe eastern half of Lot
No.5 appears to be slBnlfican[ly more blocky (F|gure 2). --Those'-]1. ock s from
place to place appear to be more prone to toppllng Lhan elselthere uithln the
study area. ThIs ls evldenced by a fan of old rock blocks that are scaLlered
belou the bluff above Lot I and eastward for aboui 230 feet. ConsequenLly' Y€ .t t
have Judged the rock hazard risk f or most of Lot 1 and a sma:Ll-Bgl j.!l--!pl.-5-Lo-- lltt ' t ' c'
ue meorum. fnts-Fi5E-iolfo ue-ieo llng the rock
bloaks -ihat can b" Igrglsg_-Dl_crowbarrlng. Addltionally, two larger blocks
denoted by X's numbered 1 and 2 on Lhe SeoioSic map (Flgure Z)@-U" rerni-ved
by 11-g}.i-hLaqung. AlLernatively, those rock blocks -99!-ld--b,-e-Plnned lrlbh rock
bolUs. Removal appears to us to be a preferable ansHer, however. Scallng of
loise slabs and blocks could be extended to the rock ouLcrops to the Hest al3o.
This would be merely an insurance measure lhat, would reduce the already low risk
of rock falls by only a small lncrement.
R. J. lrish
Consulting Engineering
Geologist, Inc.
CanLon Constructlon Company
0ctober 2, 1989
Page 4
We hope the above commenLs wlll be of propertles. If you have any questlons
our vork, pLease feel free to calL.
ConsulLing Englneering Geologlst
RJI : ct
you as you develop these
to dlscuss any aspects of
some servlce to
or would Like
----'\\\-^llY
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I l I
,ir
-N-
I O 'OOO ZO'OO 4OOO
-
SCALE IN FEET
R. J. IF IsH
CONSULTING ENGINEER ING GEOI-OGIST' INC.
PROPERTY LOCATION MAP
l\ TE O /?.n/QO JOB NO.: tgo (t26)
FIG. I
\ EEEn
il iiii:i Ei: liri I --:=:: ' :=2 2t2 9, ::
i:!E!iili:; giri: iE 7i
3 ;F;6i Ea ;F F ::fi3i iE ;;
.---l
9: iR 30
I. l- :e
3i !" P;
E- - -:;9 ; €:g ;F
-: - c:l: iil :.! .l
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z
e a:
=
2 9p
-2 62
ts
5
I
6r -8
EE zzo
frE="tur!
Egg I?"
eB o4
Profecl Applicalion
Project Name:
Proiect Description:
Contact Person and Phone
Architect, Address and Phone:
Comments: -
Deslgn Review Board
Motion by:
Seconded by:
. APPROVAL
rJ >\l/-- I )
DISAPPROVAL
0lners Policy o
American Land litle Association
Form B- 1970 (Amended 1$17-701
PoricvNumber AZ 762188
MINNESOTA
TlTr.Ef\
SUBJECT TO THE EXCLUSIONS FROM COVEBAGE, THE EXCEMONS CONTAINED IN SCHEDULE B AND THE
PROVISIONS OF THE CONDITIONS AND STIPULATIONS HEREOE
TITLE INSUMNCE C0MPANY 0F MINNESOTA, herein called the Company, insures, as of Date of Policy
shown in Schedule A, against loss or damage, not exceeding the amount of insurance stated in Schedule A, and costs, attomeys'fees and expenses which
the Company may become obligated to pay hereunder, sustained or incuned by the insured by reason of:
1. litle to the estate or interest described in Schedule A being vested otheruvise than as stated therein;
2. Any defect in or lien or encumbrance on such title;
3. Lack oi a right of access to and from the land; or
4. Unmarketability of such title.
lN WITNESS WHEREOI the said litle Insurance Company of Minnesota has caused its corporate name and
seal t0 be hereunto affixed by its duly authorized officers as of the date shown in Schedule A, the policy to be valid when countenigned by an authorized
officer or agent of the company.
.;i
TITLE INSURANCE COMPANY OF MINNESOTA
A Stock Conpany
400 Seand fue E South. Minneaoolis. Minnesold 55401
-El.-,y-*:7e---Autho ad Si$atory
TIM Form #130 8i86 25lV
Seueary
TIU Or,rners Folxd 2312
Policy Date:
No. V14183
SCHEDULE A
November 01, 1989 at 8:OO A.l.t.
PoIrcyJ. A2762188
Amount $195,0O0.00
Address
o ile
1.
2.
3.
Name of Insured:'
JILL S. DOWD
The estate or interest in the
and which is covered by this
A Fee Sinple
4. Title to the estate or date hereof is vested
JILL S. DOWD
5- The }and referred to in this policy is situated, in EAGTE county,Colorado, and is described as follows:
IpTS 2, 4 AND 5, BIOCK 3, LroN's RrDGE SUBDTVTSTON FTLTNG NO. 3, ACCORDING TO THE PIAT P€CORDED SEPTEUBER 10, 1979 TN
BOOK 290 AT PAGE 794, COUNTY OF EAGr,Er STATE Or COIORADO.
1 attached.
Iand described in this Sctred.ule policy is:
interest covered by this policy at the in:
1r
This Policy'vatia only if Schedule B is Page
|lrlicy No. A2762188 v
This policy does not insure against loss or danage by reason of the following:
1. Rigtrts or claims of parties public records.
2. Easements, or claims of easenents, not shown by the public records.
3. Discrepancies, confticts in boundary lines, shortage in area,encroachments, and any.facts whictr a correct sunrey and inspection of the premises wourd disclose and whici are not shown by the public records.
4. Any lien, or right to a lien, for services, labor, or material theretofore or hereafter furnished, imposed by law and not shown by the public records.
1989 TAXES NOT YET DUE AND PAYABLE.
LIENS FOR UNPAID WATER AND SEWER CHARGES, TF ANY.
RIGHT OF PROPRIETOR OF A VEIN OR I.ODE TO EXTRACT AND REUOVE I1IS ORE
THEREFROM SHOUI-,D THE SAME BE FOUND TO PENETRATE OR TNTERSECT THE PREMISES As RESERVED IN UNITED STATES PATENf RECORDED August 15, 1909, fN BOOK 48 AT PAGE 542.
TIM owner forr!2313 rf No.
SCHEDULE
v14183
B
in possession not shown by the
5.
5.
8.RIGHT OF WAY FOR DITCHES OR CANAI,S CONSTRUCTED BY THE AUTHoRITY bF THE UNITED STATES As RESERVED IN UNITED STATES PATBNT RECORDED August 16, 1909,IN BOOK 48 AT PAGE 542.
9. RESTRICTIVE COVENANTS, WHTCH DO NOT CONTATN A FORFEITI'RE OR REVERTER
CI,AUSE, BUT OMITTING RESTRICTIONS, IF ANY, EASED ON RACE, COIOR, RELIGION,
OR NAUONAL ORIGIN, AS CONTAINED IN INSTRUUENT RECORDED Septernber 2O, Lgzi,fN BOOK 225 Al PAGE 443 AND AS AI'IENDED IN INSTRIIMENT RECORDED Septenber 2S,1972, IN BOOK 225 AT PAGE 565 AND AS AMENDED IN TNsTRUMENT RECORbED January 22, L974, IN BOOK 233 AT PAGE 53
10. UTrI,ITY EASEMENTS 20 FEET IN WfDTH, 10 FEET ON EACH SIDE OF ALL INTERIOR I,oT LINES AND A ].5 FOOT UTILITY EASEI'{ENT AIPNG AND ABUTTING ON ALL EXTERIOR LOT LINES AS RESERVED ON THE Pr,AT FOR LTONTS RrDGE SUBDTVTSTON, FTLTNG NO. 2 AND LIONTS RrDGE SUBDMSToN, FILING NO. 3.
Page
pirt'owner ForE 23 13 rfro. v14183
SCHEDULE B
JricV No. A2?62188
,
11. UTrLrTy EASEMENT AS GRANTED TO HOLY CROSS ELESIRTC ASSOCTATION, INC. IN rNsrRur'IENT RECORDED August 24, L967, rN BooK 211 AT PAGE 1o3.
12. AGREEI'IENT BETWEEN TAYVEL, ENVIRONI,fENTAL IAND COI'{PANY AND MOUNTAfN STATES
TELEPHONE AND TELEGRAPH COUPANY PROVIDING FOR TEI,EPHONE INSTALI.ATION AND SERVICE THROUGHOI.JT LION'S RTDGE SUBDIVISION, FILING NO. 2 RECORDED SEI{TEUBER 27, 1973 IN BOOK 231 AT PAGE 291.
1.3. EASEMENTS FOR }IATER LINE A}{D UTTLITY PURPOSES AS GRANTED TO LTON'S RIDGE . WATER DISTRTCT AND VATL VTLI,AGE WEST I{ATER AND SANITATION DISTRICT TN INSTRWENT RECoRDED MAY 13, 1981 IN BooK 322 AT PAGE 922 AND 973.
]-4. EASEMENT FOR ELEqTRICAL AND/OR DISTRIBUTION LINE PURPOSES AS GRANTED {:O HOLy CROSS ELECTRTC ASSOCTATION, rNc. rN TNSTRWENT RECORDED JULY 29, t98t IN BOOK 326 AT PAGE 930,
15. TERMS, CONDITIONS AND PROVISIONS OF ANNEXATION AGREEMENT RECORDED Novenber Ol-' 1985 IN BOOK 428 AT PAGE 936 AND RECORDED IN BOoK 428 AT PAGE 937.
16. EASEI'{ENTS, RESERVATIONS ANE RESTRICTIONS AS SHOWN OR RESERVED ON THE
RECORDED PLAT OF IION'S RIDGE SUBDIVISION, FILING NO. 3.
Page 3
o
DRB APPLICATION
*****THIS APPLICATION WILL NOT BE ACCEPTED UNTIL ALL INFORMATION IS SUBI'IITTED*****
I. PRE-APPLICATION MEETING:
A pre-application meeting wjth-a planning staff member is strongly suggested t0
delermihb if any additional jnformation is needed. No application will. be.accepted
unless it js compleie (must include all items required by the zoning administrator).
it is tt'e applicint's iesponsibility to make an appointment with the staff to find
out about aiditional submittal requirements. Please note that a COMPLETE applica-
tion will stream'l ine the approval process for your project by decreasing the number
of condjtjons of approval that the'DRB may stipulate. ALL conditions of approval must
be resolved before a building permit is issued.
A. PROJECT DESCRIPTION:
'fT-..t ,'+-.'
o,'rr
APPLTCATT0N DArE, ?l ln/ 40
DATE OF DRB METTIilG:
.:--,rr--.,-.
v2 | tz(\t...
;,J.TE'.
B.LOCATION OF PROPOSAL:
eaaress !973 l...lax+Fw+z L*tr)r
Legal Descripti on Lot r,/Bl ock 3
-
Fi l itr!. -!.'t,.:(' t, r2;;'/2
Zon ing
C. NAME OF APPLICANT:
q. NAME 0F APPLICANT'S
Addres s
Address h- 6tt\/, .i, ,(i' tetepnoneilt!'&('Z
':z<REPRESENTATIYE: (O'I4E }...:-, ( .b I; T I.
tel ephone
E. NAME OF OWNERS:
Si gnature
Address
UKU fLL: tne Tee w'ltt De
trAt rr,t'rtn[l UALUIT I IUI'I
$ 0-$ 10,000 $lo,ooi-$ 5o,ooo
$..50,001 - $ 150,000
$150,001 - $ ,500,000
$500,001 - $1,0oo,ooo $ Over $1,000,000
paid at the time a bu'i lding permit is requested.
FEE
i*, ():,-': '';
F.
' -,j
IMPORTANT NOTICE REGARDING ALL SUBMISSIONS TO THE DRB:
1. In addition to meeting submittal requirements, the applicant must stake the site
to indicate property lines and building corners. Trees that will be removed
should also be markid. Thjs work must be completed before the DRB vis'i ts the
site.
2, The review process for NE|J BUILDINGS will normally involve two separate meetings
of the Des'i gn Review $oard, so plan on at least two meet'i ngs for their approval .
3. People who fail to appgar before the Design Review Board at their scheduled
meeting and who have not asked for a postponement will be required to be
republ i shed,
$ 10.00
$ 25.00
$ 50.00
$1oo. oo
$200.00
$300.00
frl',,' - telephone
o
4. The following items no longer have to be presented to the Design-Review Board.
They, howevei, have to be [resented to the Zoning Adm'i n'i strator for approval:
a. !,1'indows, skyl'ights and similar exterior changes that do not alter the
exist'ing plane of the building; and
b. Building addjtions that are'not vjewed from qny other lot or public space'
whjch hive had 'letters submitted frorn adjoining property owners approving
the additjon; and/or approval from the agent for, or manager of a condomin'ium
associ ati on
.5. You may be required to conduct Natural Hazard Studies on your property. You should
check with a Town Planner before proceeding.
'i
T
MATERIAL TO: BE SUBt'lITTED
NEW CONSTRUCTION
A. Topographic map and site plan of site
/7. Licensed surveyor's stamP'
containing the following (2 copies):
,,/2. Contour intervals of not more than 2' unless the parcel consists of 6 acres or - ,no.a, in which case' 5r contour intervals wjll be accepted'
"/2. Existing trees or groups of trees having trunks wjth diameters of 4" or more
one foot above grade.
,/q. Rock outcroppings and other significant natural features (large boulders,
i ntermi ttent streams , etc. ) .
5. Avalanche areas, 100 year f'l ood plain and slopes 40% or more, if applicable.
6. Ties to existing benchmark, either usGS landmark or se!^/er invert.
7 . Locations cif the following:
a. Proposed surface drainage on and off s'i te showing size and type of
cul verts , swal es , etc.
b. Exact locations of all utilities to include exjsting sources and proposed
serv ice l ines from sources to the structure. Uti I i ti es to i ncl ude:
cabl e TV
Tel ephone
c. Property llnes showjng distances and bearings and a basis of bearing
d. Proposed driveways with percent slope and spot eievations
e. All easements
8. Exjsting and finished grades.
9. All exjstjng and proposed improvements jncluding structures, landscaped areas 'service areas, storage areas, walks, drjveways, off-street parking' loading
areas , reta ini ng wal i s (wi th spot e'l evati ons ) , and other s ite improvements .
10. Elevatjons of top of roof ridges (wjth existing grade shown underneath) to
determine height of bui'l ding.
B. A statement from each utility verifying location of service and avajlability. To
be submitted with site plan.
C. Preliminary title report to accompany all submittals, to insure property ownership ' 'and all easements on property.
D. LandsEape Plan (1" = 20' or larger) - 2 copies
1. Show the location of 4" diameter or,larqer'tre€s, other shraubs.aRd-riative olants tha
are on the site and the location and deiign of proposed landscape area:s ll'i th
the varjetjes and approximate sizes of plant materials to be planted. N
2. Complete landscape materials list.
3. Designate trees to be saved and those to be lost.
N0TE: As much of the above informatjon as possible should occur on the sjte p1 an, so that
the int"r-"elatjon of the various components is clear. The landscape plan should be
separate. The ex'i st'i ng topographic and vegetational_characteristics may be a separate
mab. The applicant muit stake tne site to show lot lines and building corners' Trees
ttrit will bb'lost during construction must be tagged. The work should be completed
before the DRB site visit.
s et^/er ga s
wa trer el ectri c
E. Architectural Plans (1/8" = 1' or larger) 2 copies
. 1. Must include floor plans and all:elevations as they w'i 11 appear on completion.
Elevations must show both existing and finished grades.
2. Exterjor surfacing materials and colors shall be specified and submitted for
review on the materials list available from the Department of Community Develop-
ment. Color chips, siding samples etc., should be presented at the Design Review
Board meeti ng .
F. The Zoning Adm'i nistrator and/or DRB may require the submission of additional plans,
drawings, specificat'ions, samples and other material (including a model) if deemed
necessary to determine whether a project wili comply with design guidelines.
I. MINOR ALTERATIONS TO THE EXTERIOR OF BUILDINGS
Photos or sketches that clearly'i ndicate what is proposed and the location (site plan)
of proposal may be submitted in lieu of the more formal requ'i rements given above, as
long as they provide all important specifications for the proposed including colors and
materials to be used.
I. ADDITIONS - RESIDENTIAL OR COMMERCIAL
A. 0r'iginai f1 oor plans with al1 specifications shown
L Floor plan for addition - 2 copies
C. Site p1 an showing ex'i sting and proposed constructjon - 2 copies topos
D. Elevations of addition
E. Photos of existinq structure
F. Specifications for all materials and color samples on materr'als 1ist available at
Department of Community Development
At the request of the Design Revjew Administrator you may also be required to submit:
G. Statement from each utiljty verifying location of service and availability. See
attached utii ity location verification form.
H. Site improvement survey, stamped by registered professional surveyor.
I. Preliminary title report, verifying ownership of property and ljsts of easements.
tV. FINAL SITE PLAN
After a building permit has been issued, and when the project is underway, the following
will be required before any building receives a framing inspection from the Building
Department: A certified improvement survey showing:
A. Building locations with ties to property corners, i.e. distances and angles.
B. Building dimensions to nearest tenth of foot.
C. All utility serv'i ce ljnes as-builts showing size of lines, type of materjal used,
and exact locations. 2 copies
D. Drainage as-builts. 2 coPies
E. Basis of bearing to tie to section corner.
F. Al 1 property pins are to be either found or set and stated 0n map'
G. Al I easements
H. Bu'i lding floor elevations and roof ridge el evations.
L-
NAME 0F PR0JECT: J,4
LEGAL DESCRIPTION:
STREET ADDRESS:
DESCRIPTION OF PR
The folloling
Board before
A. BUILOING
Roof
)rolng
LIST OF MATERIALS
L@F
aE Frc--7
information is required for submjttal by the appiicant t0 the Design Revjew
a final approval can be fiven:
MATERIALS: TYPE OF MATERIAL COLOR
' ,41 7-.1,t ,. r,.1 1-l t-:-
/ FJ/A. \,'r-1- .)
'- lZ2-::t:Q.2i-t^t' I ,- t-:'t 0ther Wall Materials -:rrttzLo .
Fasci a
50tt l ts
hli ndows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashings
Ch'imneys
Trash Enclosures
Greenhouses
0ther
T1JL,Q\J c I L 1r;afi) Z,rt1 J.t.' -- 1
-t1 €t/1,.1 !1 -t t^tt L t 1 6t t t !
4lQ rlEet'-,,'.6r't fJ*'t'- "r1,, t:. : -tt-Yt'.trt; -/.'t"1'
2/,6 EzFgtAr>,. r*? t^l/Z*,i
ZEft-Lj-+Q,txtt <' t Y- -..'.' rr ...';t t ' . .:L'./t"z.i ':' -'! (;-l
R LANDSCAPING: Name of Designer:
pnone:
PLANT MATERIALS:
PROPOSED TREES
EXISTING TREES TO
BE REMOVED
Eotanical Name Common Name
/4t 3a-.1
Quani ty Si ze*
f;atrtL-tJQ M-
7ar'4Jurlz'flL-WJ.-eJ-*r,
,*4/',.'liJ
1','f iJ"
z'tz - b"
*Indicate calioer for deciducious trees.for coni fers.
(over)
4rn ,e \ "tr.zF-
I ndi cate hei ght