HomeMy WebLinkAboutLIONS RIDGE FILING 2 LOT 1 LEGALEL
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Qucstions? Cal Plarrning Staff at 479-2128
APPLICATION I-OR DESIGN REVIEW APPROVAL
builtling pcrmit is issucrl and construction is started'
A. DESCRIPI'IONOIT'fHERTiQUES'I':
R.
C.
D.
u.
t.ocATloN oF PRoPosAL: Lor:- lllocK:-_- Flt'lNc:'
PIIYSICnLADDRESS: f'll:l\ Ltoue ktvce ( tO/
PARCEI, /I:
ZONING:
NAME OF OWNER(S):
MAII-INC ADDRI
owNEn(s) sl GNA'rLiRlt(s
NAME OF APPI-ICAN'T:
MAILING ADDRESS:
(Contact Eaglc Co. Asscssots Ollicc at 970-32tt-tt640 for parccl //)
(;.
H.TYPI] OF REVIEW AND FEI]:
D New Construction - $200
D Arldition - $50
Ef lvlinor Altcration - S20
Constmctiott of a ncw building.
Includcs:ury addition whcrc sqttarc lbotagc is addcd to any rcsidcntial or
comnrcrcial building.
Includcs tnirror changcs to buildings and sitc improvcnrcnts, sttch tts.
rcroofing, paintirrg, window additions' landscaping, fcnccs and rctaining
walls, ctr:.
DRB fccs arc to bc paid at thc tirnc of subnrittal. Latcr, whcn applying for a building pcmrit, plca.se idcntify
thc accuratc valuation ofthc projcct. ThcTownof Vail will adjust thc fcc according to thc projcct valuation'
PLEASE SUBMIT THIS APPLICATION, AT,L SUBMITTAL REQUIREMENTS AND TIIE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT, T5 SOUTH FRONTAGB ROAD'
vAIL, coLoRADO 81657.
TOI.//N OF VAIL
GENERA,I. INFORMATION
r r,i., .,ppti.ation is for any p-.icct rcquiring Dcsign Rcvicrv approval. Any projcct rcqtriring dcsign rcvicw nru'st
rcocivc Dcsign Rcvicw approval prior to s;bnritting for a buiklingpcrnrit. F'or spccifir: infonttation' scc thc submittal
rcquircrnen ts"firr tlrc particular approval that is rcqucstcd. Thc application carrnot bc acccptcd until all thc rcquircd
infbrnration is subrlittcd. -l'hc pioicct nray also nccd ro bc rcvicwcd hy thc Torvn Cotrncil and/or thc Pl:urnirrg and
Environnrcntal Cornmission. Dcsign Revicw Boarrl approval expires onc year aftcr final approval unlcss a
(rrc'
pHoNt:: 11 3 "- t{,1-<zOC
pHoNE: ,1.1t , - Eos Y
BUILDING MATERIALS:TYPE OF MATERIAL:
.-----
CQIQ.R:'
C '|tp vetLY
(tlat:OeltU
=-
Roof
Siding
Othcr Wall Matcrials
Fascia
Soffits
Windows
Window Tritn
Doors
Door Trinr
Hand or Dcck Rails
Flucs
Flashings
Chimncys
Trash Enclosurcs
Grccnhouscs
Rctaining Walls
Extcrior Lightingr*
Othcr
)
/r//+
a/A
lu&
* Plea.se specifi the manufacturer's color, number and attach a snrall color chip
** All cxtcrior lighting must mect the Town's Lighting Ordinance 18.54.050(J). If extcrior lighting is proposcd,
plcase indicate G nu^b", offixturcs and locations on a scparatc lighting plan. ]dentify each fixturc type and providc
it "
t,.ight above grade, lumcns output, luminous arca, and attach a cut shcct ofthe lighting fixtures.
6*t. (uru,
Updatcd 6/97
o
PRoPoSEDLANDSCAPING
I
Botanical Namc Common Namc Ouantitv Sizc*
PROPOSED TREES
AND SHRUBS:
EXISTING TREES TO
BE REMOVED:
*Mininrum rcquircmcnts lbr landscapirrg: dcciduous trccs - 2 inch calipcr
conifcrous hccs - 6 fcct in hcight
shnrbs - 5 gallons
TYIP Squarc Footaec
GROUNDCOVER
SOD
SEED
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
OTHER LANDSCAPE FEATURES (retaining walls, fencqs. swimming pools, etc.) Plcaso spcciry. Indicate top and
bottom elcvations of rctaining walls. i4aximunr hcight of watls within the ftont sctback is 3 fcct. Maxinum height of
walls elscwhcre on the propcrty is 6 fcet.
3 Updated 6/97
CONSTRUCTION PERMIT
hn
dopartment of community doyelopment
TO BE FILLED OUTCOMPLETELY PRIOR TO ISSUANCEOF PERMIT
TYPE OF PERMIT
Sl eurlor'rc E[ pluMarNc
Sl etecrRrclt- EF rounolrton
ffi MECHANICAL N. -" 1773 LINNSRIDGE LOO
NOTE - COPY OF PERMIT TO BE KEPT ON JOBSITE
DATE rN 0N MAY 20' I99I
':-1PLANS rN sror_t{C_
PERMIT NO.
I hereby acknowledge that I have read this application, filled out in tull the information required,
completed an accurate plot plan, and state that all the information provided as required is correct. I
laws, and to build this structure according to the subdivision codes, design
review approved, Unilorm Building Code and othe own gpplicable ttt?reto.
DAUPHINAIS-UOSELEY INC.
PO BoX 1515
vArL, co 81658
004902
SIGNATURE OF OWNER OF
AND THE OWNER,
LEGAL
DESC.
Lor I BLK__HI
p11116 LIONSRIDGE SUBDIVISION
JOBNAME: gAECKERLE RESID. NEli
OWNER NAME DR. JOE WAECKERLE
crrv(816) 444-7747pn.
ARCHITECT FIRM PATRICK DAUPHINAIS
MATLA'DRESS Po Box 1515
ctrY vArL PH 6-8055
GENERAL
CONTRACTOR
DAUPIIINAIS-MOSELEY INC
FIRM
TowN oF vArL REG. No. 105-8
476-805s
*Ll'-'^xl;
F|RM AVALANCBE ELECTRIC
rowNoEfualLREG No. l8q:E
nr 47I-O202
PLUMBING
CONTRACTOR
FIRM IIOIJNTAIN IIIGH PLTJI{BING
TowN oF vArL BEG. No. r37 -P
rELE 949-4500
MECHANICAL
CONTRACTOR
FIRM AIRTIGHT IIEAIING
TOWN OF VAIL REG. NO
IO5T
r.lr 945-8222
OTHER
CONTRACTOR
FIRM
TOWN OF VAIL FEG. NO
TELE.
I. TYPE OF CONSTRUCTION I II III IV V
2, OCCUPANCY GROUP AB EH IR M
DIVfSfON 122a34
GENERAL DESCRIPTION OF WORK :
NEI'I CONSTRUCTION 0F SINGLE FAMILY
z
tr
J
TYPE GROUP G.R,F.A, VATUATION PERMIT FEES
*3,650 204 ,000 BUILDING PERMIT
ALTERATION ADOITIONAL O REPAIR
DWELLING UNITS
HEIGHT JN FT
ACCOMMODATION UNITS
-
NO, F!REPLACES
INSULATION:
ADOITIONAL PERMITS NEEDEO:
RECREATION FEE
TOTAL PERMIT FEES 3,151
DAN STANEK JTINE 7, 1991
ING & BUILDING NOTES:
CLEAN UP TO:
TOR FOR HIMSELF
?f{'
l
fu1 ) coNsTRUcTloN PERMIT eers tF0'0 MAY 2 01991
PERMfT *o. r'faA,,
91
dcpttment of community dcvolopncnt
TO BE FILL€O OUT OOMPLETELY PAIOR TO ISSUANCE OF PERMIT
WPEOFPERM]T
L1tr
D
BUILDING
ELECTRICAL
MECHANICAL
E pt-uliletxc
fJ rouxoarton
z. occuPAncY GRouP re e x t(Dm
cENERAL OESCRIPIIOU.OF WORK i OA 0 .oo
rtuxel,ort
Ao, ao(v) AtTERArtOrir ( ) AOOn |oNAL ( t REPAIR (
u'vELUr.rG uNtrs --l- A@OMMOOAnO t nS-_
H€IGHT lf.l Ft.
-
NO.FIREPLACES
IYPE THICXNESS R.VALLUE
ARCHITECT ltt*u PAr{ tt rc trr uf irrurr r J
urn enoness BoF / f/ f
cnv lJAtu n.llL'Eo(
b-1t11-F^G7-'
6JJ7ru_I oAfE -rovn or vet neo. ro. I 8 ( - F
-.tf0
I hergby scknowl€dgo that I have read ihis epplicatlon, tilled out in lull tho lnformetion t€qultsd,
compleied an accurate plot plan, and stste that all the Informatlon provlded as required is corect. I
agreb to comply with the Inlormation and plot plan, lo comply with all Town-ordananc$ end slate
laws. and to build thas structure accordang to tho
review approved. Uniform Buil<ling Gode and
FOR Hll,lSELF
row oFvAfL Ree.trr.. /n ( -M
9 - gzzL
TOWN OF VAII REG. NO.
TELE
'r'own or val-r
Community Development
?5 South Frontage RoadVai1, Colorado 8165?(303) 479-2t38
PIan review
the 1988 Uniform
Project Number: 53091
Address z I'773 LIONS RIDGE LOOP
Occupancy: R3rM1
Type of Const: V-N
based onBuilding Code
Nane: WAECKERLE RESIDENCE
Date: May 30, L991
Contraclor: DAUPHINAISArchitect:
Engineer: BOYLE
Plans Examiner: DAN STANEK
Portions of the material contained in this progran are reproduced from the
Uniform Building Code ( 1988 edition) with permission of International
Conference of Buildinq Officials
+ SHEET IDENTIFICATfON CORRECTION REQUIRED
****
****
A bathroom is required to have an openable window or
a mechanical ventilation system. -- Sec. 1205. (c)
Cross connection control devices shalI be instaLl-edto protect pollution of potabfe water supply by useof approved backflow prevention devices. UPC 1003.
In buil-dings of unusuaffy tight construction (all
new construction within the Town of Vai]),
combustion air shall be obtai-ned from the outside.
Such combustion air openings sha1l be as per UMC Ch.
6.
Approved gas logs may be installed in solid-fuel
burning fireplaces provided t.he installation is
according to the listing instructions, any damper
shall be removed or permanently blocked, and a
safety shutoff valve is provided. UMC 803.
Furnaces noL Listed for closet or alcoveinstallation shal1 be installed in a room or space
having a volume at least L2 times Lhe volume of thefurnace. A boiler unit will require a space 16
times larger than the boiler. UMC 504 (b)
****
****
****
****
***tt
o
Page 2
6 **** 't*** Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipment, ventIocation and termination, and combustion air to be
supplied prior to any installation.
? **** **** Due to Colorado State Statutes, all sink faucetts
and shower heads are required to utilize flowrestriction devices. Also, the maximum water closetflush usage is linited to a maximum of 3.5 9a11onsper flush.
8 **** **** The door between the garage and the dwelling is
reguired to be a I 3/8 inch thick solid core selfclosing door. -- Sec. 503. (d) exc.#3
9 **** **** The enclosed usabfe space under the stairs is
required to be protected by thr fire-resistiveconstruction. -- 3306. (m)
Town of Vail
Community Development
75 South Frontage Road
Vail, Colorado 81657(303) 4't9-2138
Plan analysisthe 19BB Uni-form
Project Number: 53091
Address: ]-773 LIONS RIDGE LOOP
Occupancy: R3rML
Type of Const: V-N
based onBuilding Code
Name : WAECKERLE RESIDENCE
Date: May 30, 1991
CONITACTOT : DAUPHINAISArchitect:Engineer: BOYLE
Plans Examiner: DAN STANEK
NOTE:The code items listed in this report are not intended to be a complete
listing of all possible code requirenents in the 1988 UBC. It is a guide t.o
sel-ected sections of t.he code.
Portions of the material contained in this program are reproduced from the
Uniform Building Code ( 1988 edition) with pernission of Internatlonal
Conference of Buildinq official-s
AREA MIN. LIGHT MIN.VENT NO.EXITS EGRESSNAMEFL
2 Bedroom #32 Bedroom #42 Bath room2 Master bedroom2 Master bath2 Hal1s, closets, etc.
TOTAL FOR FLOOR
1 Bedroom #l-1 Bath room #1l- Bedroom #21 Bath room #21 Laundry room1 Kitchen1 Dining room1 Li-ving room1 HaIIs, cLosets, etc.
TOTAL FOR FLOORB GarageB Mechanical room
B UnfinishedB Hal1s, closels, elc.
TOTAL FOR FLOOR
BUTLDTNG TOTAL
I6J
DJ-
280
87
41'7
LL96
138
43
1_88
43
67
L72
r-37
501
233
LJZZ
481
104
66s
L40
1390
2718
16.80
18.30
0.00
28.00
0.00
0.00
13.80
0.00
18.80
0.00
0.00
r7 .20
13.70
50. r-0
0.00
0.00
0.00
0.00
0.00
8.40
3.05
14.00
4.35
0.00
6.90
2.t5
9.40
2.r5
8.50
6.8s
25.05
0.00
0.00
0.00
0.00
0.00
Yes
YeS
No
Yes
No
NO
YeS
NO
YeS
No
No
No
No
NO
No
No
No
No
No
YeS
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Page 2
FOOTNOTES:1) EGRESS - An operable window or door that opens directly to the exterioris required from this room. The minimum clear openable area must meeL
the following. -- Sec.1204.1) The minimum clear height Ls 24 inches
2) The minimum clear width is 20 inches
3) The minirnum clear area is 5.7 square feet
4) The maximum sill- height j.s 44 inches
2) The number of exits is based on Table 33-A (Dwellings)
3) A rnechanical ventilation system may be used in in lieu of exterior
openings for ventilation. -- Sec. 1205. (c)
4) The requirement for an egress window in the basement is based on
Sec. 1,2Q4 .
ROOM DIMENSIONS:
Habitable space shall have a ceiling height of not l-ess than 7 feet 6
inches. Kitchens, haIls, bathrooms and toj-let compartments may have a
ceiling height of 7 feet measured to the lowest projection. If the ceilingis slopj-ng, then the minimum height is required in onJ-y I/2 of the area.
--Sec - 12Q7. (a)
Every dwelling unit sha11 have at least one room which has not. less than 120
square feet of floor area. Other habitabfe roons except kitchens shall have
an area of not less than 70 square feet. -- Sec. 1207. (b)
HabitabLe rooms other than a kitchen shal1 not be less than 7 feet in anv
dimension. -- Sec. L207. (c)
GLAZING REQUIREMENTS:
1) A11 glazing in hazardous locations is required to be of safety
gLazing material-. -- Sec. 5405. (d)
2) Note windows and doors i-n a tub or shower area are required to be
safety glazed regardless of the height above the floor. -- 5406(d) 5.
SMOKE DETECTOR REOUIREMENTS:
A smoke detector is required on the ceiling or walJ- at a point central-l-y
located in the corridor or area giving access to each sleeping area.
-- Sec. 1210. (a) 4.
The smoke detector is required to be wired to the building's power
source. -- Sec. 1210. (a) 3.
A smoke deLector is requj-red in the basement. -- Sec. 1210.(a) 4.
A srnoke detector is required on all stories. -- Sec. 1210.(a) 4.
If the upper level contains sleeping room(s), a smoke detector is required
in the ceiling of the upper level close to the stairway.
--Sec. 1210. (a) 4
OCCUPANCY SEPARATION:
Between the garage and the residence, material-s approved for thr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-cl-osing 1 3/8 inch solid
core door. -- Tab]e 5-B & Sec. 503. (d) ex #3
Page 3
STAIR REQUIREMENTS:
A stairway in a dwelling mus! be at least 35 inches wide. -- Sec. 3306.(b)
The rnaximum rise of a step is 8 inches and the minimum run is 9 inches.
-- sec. 3306. (c) exc.#1
Provide a handrail on one side a stairway 34 to 38 inches above Lhe nosing if
there is 4 or more risers. -- Sec. 3306. (j)
Provide a guard rail where drop off is greater than 30 inches. Minj-mum height
=36 inches, maximum opening size = 6 inches. -- Sec. ).1II. exc 1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(p)
Enclosed usable space under the stairs is required to be protected as required
for thr fire-resistive constructj-on. -- Sec. 3306. (n)
ATTIC REQUIREMENTS:1) Provide an access to afl atlic areas with a clear height of 30 inches
or more. The minimurn size is 22 i-nches by 30 inches. There must be 30
inches or more clear height above the access. -- Sec. 3205.(a)
2\ Provide venti-lation in all attic areas, The net free vent area ls
to be not less than l square foot for each 150 square feet of attic area.
The vent area may be 1/300 if at Least 50% of the reguired ventj-lating
area is provided by ventilators located in the upper portion of therif .i r. Tho rrnnsa. ventilatOrs must be at least 3 feet above the eve or
cornice vents. -- Sec. 3205. (c)
ADDITIONAL REQUIREMENTS :
For R3 occupancy
THIS PRO.]ECT WILL REQUIRE A SITE IMPROVEMENT SURVEY. SUCH SURVEY
SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR FRAME
INSPECTION.
ALL CRAWL SPACES WITHTN THE TOWN OF VAIL ARE LIMITED TO A EARTH TO
STRUCTURAL FLOOR CE]LING HEIGHT OF 5', BE EARTH FLOOR ONLY, BE
VENT]LATED AS PER UBC 2516 (C) 6 WITH MINIMUM ACCESS AS PER UBC
2516(C)2 AND MAXTMUM ACCESS OF 9 SQ. FT.
ANY BUILDING SITE WITH A SLOPE OF 30 DEGREES OR MORE SHALL REQUIRE AN
ENGINEER DESIGN. SUCH DESIGN SHALL ADDRESS DRAINAGE, SOIL RETAINAGE,
AND STRUCTURAL DESIGN.
EXCAVATION BELOW SLABS ON GRADE SHALL NOT BE PERMITTED WITHOUT PRIOR
APPROVAL.
ADDRESS NUMBERS SHALL BE POSTED PLAINLY VISIBLE AND LEGIBLE FROM THE
STREET.
Page 4
For M1 occupancy
SLOPE GARAGE FLOOR TO ATTOW FOR DRAINAGE TO OUTSIDE OR PROVIDE A
FLOOR DRAIN WITH WITH SAND AIiID OIL INTERCEPTOR TO DRY WELL OR TO
SEWER. AITY GARAGE FLOOR DRAIN CONNECTED TO SEWER MUST BE APPPROVED
BY UPPER EAGLE VALLEY WATER E SANITATION DISTRICT.
IN GARAGES WITH TIVING AREA ABOVE, THE WALLS OF THE GARAGE WHICH ARE
BEARING THE AREA ABOVE SHALL BE PROTECTED WITI{ ONE HOUR FIRE
RESTSTTVE CONSTRUCTTON. UBC 503 (B) .
t -t
I
TO:
EROM:
DATE:
SU&TEqI:
75 .oulh fronlagc ro.d[ll. colo].do 81657
(303) 479-2r,38 or 479-2139
and acknowledged by:
otllcc of conmunlly dcvclopmcnt
AI,L CONTRAqTORS CI'RRENILYL REGISTERED WITIT TIIE
TOWN OF VAIIJ
TO!{N OF VArL PUBLIC WORKS/COMMI'NITY DEVEIpPMENT
}IARCH 15, 1988
CONSTRUqTION PARKING & MATERIAIJ STORAGE
rn sunmary, -ordinance No. 6 states that lt Ls unlawfur for anyperson to litter, track or deposit any soil, rock, sand, debrisor material, including trash dunpsters, portable toileti andworkmen vehicles upon any street, sidewalk, alley or publicpf?ge or any portion thereof. The right-oi-way on ali Town ofVail streets and-roads Ls approxinately S ft. off pavernent.This ordinance will be strillly enforcld by the Town of vailPublic works Departnent. persons found vi6tatlnq this ordin"r."wi'll be given a 24 hour written notice to renove-said material .fn the event the person eo notified does not comply with thenotice wlthin the 24 hour tine specified, the puLfic WorksDepartnent will remove said nateriar at the expense of personnotified. The provisions of thiE ordinance sfrift not bEapplicable to construction, naintenance or repair proJects ofany street or alley or any utillties in the r-ight-a-way.
To review Ordinance No. 6 ln full, please stop by the Town ofvall Building Departnent to obtain I copy. rLanic you eor y-urcooperation on this rnatter.
t+ tplts
Project (i.e. contractor, owner)
-r_ -i ..
Project Application
Project Name:
Proiect Description:
Contact Person and Phone
)
\
Owner, Address and Phone:
/'lt^l
Architect, Address and Phone: llq t Uau ' I : ,, q , )
Legal Description: Lot
II Block ,on" ,tsft
Comments:
Design Review Board
Date
DISAPPROVAL
Staff Approval
1991 and comlt to adhertng to tber.
LegaI Description: tot f , Brock
-r
subdivlsio "-6U",
O<
c 3 \lrlra.nbGa\rurvoy. pol,
$,wttfirutr uf (Drrupunru
@uurtr (Df liluil
iluiliing Erpurtnrnt
'/'HIS CIERTIFTCATE IS.SLiED PIIRSUANT TO 'rI-lE REQL/IREMEN't-S OF THE UNTFORM BUII_DrNG CODE
CERTIFYING THAT A'T 'fT]F. TIMF. OF ISSL/ANCd 7'HIS STRUCTI/RE WAS IN COMPLIANCF. UIITH'THE
VARIOUS ORDINANCES OF 'I'HE TOWN REG{II,ATING BUII-D]NG CONSTRT]CTION. AND OR T/.S[. TO
THE BEST'OF OI]R KNOW'I-EDGE.
Namc _---I^IAECKERLE RESIDENCE
Usc Classification RESIDENTIAL (i rou p R-3 M-l
Ruildirrg l'trrnit N.. 4902 'fypc (.onstrrrcrion v-N
Owner of lluilding DOCTOR JOE WAECKERLE
Building Address
JULY
1773 LIONSRIDGE LOOP LOT 1 LIONSRIDGE SUBDIVISION
22, 1992 1hc building offici,rl nrav, in rtriting, suspcnrl or rerokc a (lrrrj
iic,rtc of Orcupaney issued under the prolirions of rhis codc rvhcn-
evcr rhc cctrific:ttc is issucd in (rr()rt irr ()n rht basis of incr,r'rcct
infornration rupplitcl, or s hcn it is dcrcrnrrncd rhar thc buiLJing or
ltru((rrrc {)r portion rhcrcof is in violatirrn of anl ortlinlncc <x
rcgtrlarion of rhc lirsn o[ Vail or anv of rhc provisions ot this
crxlc.Dan Stanek
I)nrc
Building, Of ficial
POST IN A CONSPICUOUS PLACE
Dmc
DAUPHINAIS . MoSELEY CoNsrRUcrIoN INc.
adl-d8,.9fu
vAI- COLORADO
nm! Au6 0 et99i
CL/AnGO P. TaOGELEY
.OOE EELT UNE ROAo' 4'I'lE2j,2o LLA| TX 752aat(2lat tacdtL
PATECXG. DAUFHI AS
P.O. XrX | 3t 5
vxL co tt 618
€oo) 9a$a7r c
Town of Vail
Coonunj.ty Developnent Departnent
75 South Frontage Road
Vai1, C0. 81657 08-08-91
RE: Dirt Storage On LoL 24, Dauphinais Moseley Subdivision Filing # 1
1) The dirt stockpiled on Lot 24, Dauphinais Moseley Subdivision, Filing # 1,
uas excavated from the Waeckerle Residence at L773 Lionsridge Loop, Building
Pernit # 4902. Thls naterial wiLL be used to backfill the WaeckerLe foundation
within three reeks of this date.
2) Dauphinai.s-Moseley Construction, Inc. has rnade application for a building
pernit on Lot 24, Dauphinais Moseley Subdivision, Filing # 1, and has submitted
a topographic survey l{.ith that application. The topography of Lot 24, Dauphinais
Moseley Subdivision, Filing # I, rri1l not be altered.
Patrick G. Dauphinais
President
Dauphinais-Moseley Construction, Inc.
75 soulh lrontage roEd
Yall, colorado 81657
(303) 47$2138
(303) 479'2139
October 16, 1997
Mr. Pat Dauphanais
P.O. Box 1515
Vail, Colorado 81558
offlce of community development
Re Lot t Lionsridge Filing No. 2, Waeckerle Residence
Dear Pat:
I thought it would be good tc verify that we have the same underctanding regarding the
retaining wall for the Waeckerle project. The attached photo copies show in plan and section
how you are planning to rebuild the wall. Section B of your dnwing shows a six foot high
wall situated above a three foot high wall. I want to emphasize that the six foot height is
allowed only outside the front yard setback. Please double check the location of the front
yard setback in relationship to the wall before you do the reconstruction. As I reca4 we
agreed that the work would be completed by October 31,7997.
If you think it would be helpful, I would like to meet with you onsite as you start the
alterations to the wall. I appreciate the various design alternative which you zuggested to
resolve the issue. I know the Community Development staff appreciates this kind of
problem solving attitude.
Please call me if you would like to talk about any other changes to the site plan or if you
have any more questions about the driveway and retaining walls.
f.
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BASIS OF ELEVATION
Mlt c-2
RtM =8t43.OO'
lNV, lN '8131.60
a.o HN a CAP l(rYP)5913. :
trouNt)
LS.
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'wrfi,IFtrEn?':rtr Frr "-'rsqlr[e^,t7'<t,lfooProject Application
Date
Proiect Name:
Project Description:
Contact Person and
J;<
Owner, Address and Phone:
Architect. Address and Phone:
Legal Description: Lot
Com ments:
Fz-
, Zone
-
{ fi4o./,
(s o,/1
/r r/ *1 Design Review Board
n, .ft i ftr* "/rt/ n aorfuq zrt/^-b;
Motion by:
Seconded by:
DISAPPROVAL
,6",,Approval
H.JG 6 ',91 6:f:!EFr'l
Boylc Engincarlng, Inc -
t43 East l{redou Orlvc' Sultc
UalI, Colorcdo BlE57
3031476-?,1?0 FAx
TOU'II OF VAIL EUILDING OEPT.
att r 06n
?5 S . Front aec Road t'f .
Uall, Colorado 81557
SGITEERII.G I}€. \NILJ CO.EOYLE
o
This is to conflrn thaf I havr rcvieucd ths substltutton of Orrdo 6O f4 0 lE'
o-c. horlzontal stcrl for tha *5 O lE'o,c. o|.tglnlllv spcctltad for thr oast
rstorning uall drscrtbod by Section E for tha above notcd residencr'
I h€l/c found that thir fs an accoptablo .ItErnattvr to thc origltral rGtnforclng
6ch6dulc as thc f5 bars spBcificd ucrs 6radc 40 snd lhir atcel la for ohrlnkrgE
and ter,rpenaturc. thc prinery rcinforcing in thiE uell is tha vertisal strclr
uhich ha3 rcnatned thc aano.
Plagrr gtvs mc e call tf you have anv Qucstlons regardlng this laatter.
P.l/t
390 MT AUG O6 1991
Drlg, August 6r lggl
gublcct; l.lEckcrlc Res r danco
Pcrr'rit f490?
Uoll ' Colorado
I I Plcase Reply lxl No Rcply Ron'd
cct oBuphln!l !-flosel ey Construction
BOYLE ENB
lir,rothy l'l'
Prcri dont
Fii"'"'r:j'E_isF-! 14e65
\"fh*..*
il
PERMIT NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL
DATE
INSPECTION:TUES WED THUR FRIREADY FOR
LOCATION:
MON
7 i1,
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
n
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATERD FRAMING
- ROOF & SHEEB
" PLYWooD NAILING GAS PIPING
O INSULATION POOL / H. TUB
tr SHEETROCK NAIL
n
tr FINAL tr FINAL
ELECTRICAL:
fr"r. PowER
MECHANICAL:
D HEATING
tr ROUGH tr
tr
tr
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
tr FINAL tr FINAL
E'APPROVED 1'
GORRECTIONS:
'- -(tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTOR
;i#$cq-ri -
WED THUR FRI
p
CTION
TOWN OF
EST .REQ
VAILPERMI
DATE
T NUMBER OF PROJECI
?,)e -7,JOB NAME
RenovaFoR
LOCATION:
INSPECTION:AM
CALLER
BUILDING:PL
tr
tr
tr
tr
tr
tr
tr
UMBING:
pfror'*cs / srEEL UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER
tr FOUNDATION / STEE-
D FRAMING
- ROOF & SHEER- PLYWOOD NAILING GAS PIPING
O INSULATION
tr SHEETROCK
n
POOL / H. TUB
NAIL
tr FINAL N FINAL
ELECTRICAL:
tr TEMP. POWER
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tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT
n
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n
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tr DISAPPROVED O REINSPECTION REQUIRED
i niFst*
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'ii
INSPECTION REQUEST I
TOWN OF VAIL
JOB NAME
i
FOR INSPECTION:
CALLER
UES rHUt)\FR )r*t u. o" @READY
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RO
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POOL / H. TUB
tr FINAL tr FINAL
uupfCdhour'ro
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tr FINAL O FINAL
CORRECTIONS:
INSPECTOR
1...
I
CTION
TOWN OF
q[-.Ji c rf .r,- Tr{a-n ''.-]}; {i d{\it .r a" Fl
,a
REQUEST
VAILPERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
JOB NAME
CALLER
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
ON / STEEL
PLUMBING:
NDERGROUND
V ROUGH / D.W.V. Lo'€u,(-t ' /a -' q'{
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tr GAS PIPING
tr POOL / H. TUB
n
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r-l
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tr INSULATION
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.ftr FINAU
tr
tr
tr
o
ELECTRICAT:
tr TEMP. POWER
ROUGH
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D FINAL
/Jreenoveo
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
'13.{f.1qr r.4v F<ftBFr?i
PERMIT NUMBER OF PROJECT
-'|l!r'f'1Tllt'?, r.fiiFtn " rri-rn "-- ' "
REQUEST
VAIL
TION
TOWN OF
oot, Qu99 t JoB NAME
READY FOR
LOCATION:
INSPECTION:
CALLER
TUES
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATERtr FRAMING
n ROOF q SFiEER." PLYWOOD NAILING tr GAS PIPING
tr
tr
tr
INSULATION
SHEETROCK
tr POOL / H, TUB
NAIL tr
n
trFINAL FINAL
ELECTRICAL:MECHANICAL:
tr
tr
E
tr
TEMP. POWEB tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT
-
tr
tr
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tr FINAL tr FINAL
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CORRECTIONS:
tr DISAPPROVED EI REINSPECTION REQUIRED
aarc ?'r2O €/ rNSPEcroR
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d''.F}.x'-i?rlr?E.i&,rn'l-^q.rgti!!ii]s]!'-|,1''-
tNs TOWN OF
REOUEQT
VAILPERMI
DATE
T NUMBER OF PROJECT
4-Lqt JOB NAME
READY FOR
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INSPECTION:AM PM
BUILDING:
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
-
tr ROUGH / D.W.V.
tr ROUGH / WATER
O GAS PIPING
tr POOL / H. TUB
n
tr FINAL
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
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o
tr
o
n
u
tr
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FRAMING
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tr ROUGHT_
tr CONDUIT
o
SHEETROCK
tr FINAL
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Jr CORRECTIONS:
;1
ome Q-€ -?/ rNSBEcroR
0 7__-
PERMIT NUMBER OF PROJECT. lnla h,tomt t"l,l-l / JoBNAME
CALLER
INSPECTION:MON ES WED
INSP c
T(
roNNOF REQUEST
VAIL
''r4l - _', _t-l
.4
READY FOR
LOCATION-:,
IN.. i
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INSULATION tr
tr
tr
ct
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tr
tr
tr
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FINAL
a
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
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N DISAPPROVED O REINSPECTION REQUIRED
cqSn
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' Ta-'f{ ."8
CALLER
TUES /, WED
TI N
OF
'!_ tl . t1 -TF
REQUEST
VAIL,-
DATE
READY FOR
LOCATION:
INSPECTION:
JOB NAME
MON
PERMIT NUMB
BUILDING:PLUMBING:
tr UNDERGROUNDFOOTINGS / STEEL
FOUNDATION / STEEL ROUGH / D.W.V.
ROUGH / WATERO FRAMING
n ROOF & SH" PLYWOOD tr GAS PIPING
tr POOL / H. TUB
FINAL
MECHANICAL:
D HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
O DISAPPROVED tr REINSPECTION REQUIRED
D^rE /0- / / - 9/ -,. tNSPEcroR
j1?T.i'.tr.'+- 't
JOB NAME
s ii+. , '.r.. :"tTF.::j:. r.tqf )ifTithf;i li : rs\
:
INSPECTION REQUEST
TOWN OF VAILPERMIT
DATE
READY FOR
LOCATION:
PROJECT
INSPECTION:
CALLER
TUES - THURWED FRI
UMBER OF
BUILDING:
tr FOOTINGS / STEEL
PLUMB!NG:
N UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH / WATER
tr FOUNDATION / STEET
bdnnrtrrr.rc
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION D POOL / H. TUB
tr SHEETROCK NAIL tr
Dtr
D FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
D
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
O FINAL tr FINAL
$.anenovro
CORRECTIONS:
tr DISAPPROVED N REINSPECTION REOUIRED
INSPECTOR
' 4'q'r*.,'ffi 8 {,.T:Y-^*rc5l
INS
PERMIT NUMBER OF PFOJECT VAIL
B
tr
tr
u
o
F
tr
tr
UILDING:
FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
FOUNDATION / STEEL tr ROUGH / D.W.V.
D ROUGH / WATERFRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
NSULATION
-SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT D SUPPLY AIR
O FINAL tr FINAL
. DATE T
INSPECTION:
JOB NAME
.MON
CALLER
ESREADY FOR
LOCATION:
tr DISAPPROVEDp.4genoveo
CORRECTIONS:
l
.t
I
INSPECTOR
P
. l.;t:r - i\jr,.i.i iJi.,^r<\a
I\
INSPECTIONTOWN OF
REOUEST
VAIL
DATE '&q -q/ JoB NAME /,1 ,,
READY FOR INSPECTION:
CALLER
ON TUES
LOCATION:
APPROVED D DISAPPROVED
UR FRI AM@
D REINSPECTION REQUIRED
CORRECTIONS:
BUILDING:
D FOOTINGS / STEEL
PL
tr
tr
n
tr
D
tr
!
UMBING:
D FOUNDATION / STEEL
UNDEBGBOUND
ROUGH / D.W.V.
ROUGH / WATERtr FRAMING
tr
tr
ROOF & SHEER
PLYWOOD NAILING GAS PIPING
INSULATION POOL i H, TUB
tr SHEETROCK NAIL
o
D FINAL tr FINAL
ELECTRICAL:
D TEMP- POWER
MECHANICAL:
D HEATING
EXHAUSTEI ROUGH o HOODS
r-l
."..p
D SUPPLY AIR
tr
tr FINAL FINAL
I
I
INSPECTOB
t-fl- ('rt\
INSPECTION REQUEST
PERM
DATE
IT NU
\
ERMB OF OJECT
JOB NAME
READY FOR
LOCATION:
CALLER
BUI
DF
DF
trF
FID-f
oil
J}
Itr_
PLUMBING:
N UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATEB
ILDING:
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEEFI tr GAS PIPINGPLYWOOD NAILING
INSULATION tr POOL / H. TUB
HEETROCK NAIL D
n
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
MECHANICAL:
D
tr
tr
tr
HEATING
D
tr
B
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
tr FINAL tr FINAL
ROVED D DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
INSPECTOR
"-
:1. -, *
PERMIT NUMBER OF PROJECT
INSPEGTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
o*e E /E-2/ JoB NAME --4&
INSPECTION:MON
CALLER
TUES WED FRI
/td
BUILDING:.
tr FOOTINGS
D FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
- ROOF & SHEER.- PLYWOOD NAILING O GAS PIPING
E INSULATION
-
tr POOL / H. TUB
D SHEETROCK NAIL
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
D HEATING
ROUGH D EXHAUST HOODS
CONDUIT E] SUPPLY AIR
tr FINAL D FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
INSPECTOR
[,t" l. 'artl{r ?fr:?Txnr{:r.:.'Te'!.i14!r.* :
4r az INSPECTION REQUEST
PERMIT NUMBER OF PHOJECT
DATE /2 - l7' ?t JoB NAME
READY FOR INSPECTION:MON
LOCATION:
CALLER
TUES
A€
WED THUR
TOWN OF VAIL
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
D FOUNDATION / STEEL
tr FRAMING
r-1 ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
f] INSULATION O POOL / H, TUB
tr
tr
SHEETROCK NAIL tr
tr
O FINAL tr FINAL
ELECTRIGAL:MECHANICAL:
tr TEMP. POWER tr HEATING
tr
tr
D
ROUGH D EXHAUST HOODS
CONDUIT E SUPPLY AIR
FINAL O FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
l.l'': 'l ;i: 11-rrt"?v i'1Y-:,:.?: f:l'Sr
| .--.r
' , *i$l ',,, ;ti { +" i
42ta INSPECTION REQUEST
TOWN OF VAILPERMITNUMBER OF PROJECT
DATE / z -s7- 7/JOB NAME
D-on e--
INSPECTION:WED THUR FRI AM@
CALLER
TUESREADY FOR
LOCATION:
BUILDING:
tr FOOTINGS
tr FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D,W,V.
D ROUGH / WATER
ON / STEEL
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION N POOL / H. TUB
tr SHEETROCK NAIL o
!
tr
tr
tr FINAL FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANIGAL:
D HEATING
D ROUGH tr EXHAUST HOODS
O CONDUIT,N SUPPLY AIR
tr
D FINAL
tr
tr FINAL
tr APPROVED Fq$nppnoveo F,.nerruspecroN REour RED
,Eb
RRECTIONS:
DATE 'r"^'? rNSPEcroR
IN CTION
TOWN OF
REQUEST
VAILPERMIT NUMBER OF P JECT
DATE
READY FOR
LOCATION:
JOB NAME
ON
CALLER
TUEY ED THUR
D APPROVED D DISAPPROVED REINSPECTION REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATEBtr FRAMING
- ROOF & SHEER" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
D
tr
Y
SHEETROCK NAIL tr
!
tr FINAL
li,ecrntcnl,
tr TEMP. POWER
MECHANICAL:
D HEATING
D ROUGH tr
D
tr
EXHAUST HOODS
tr CONDUIT SUPPLY AIR
E
tr FINAL tr FINAL
CORRECTIONS:
INSPECTOR
-.-d-.r 1..1
-
I 4v-?
er-..\r- !7 'U 'b247A2 ". INSPECTIONREQUEST
PERMIT NUMBER OF PROJECT TOWN OF VAIL
ofie /J -/f4/ JoB NAME fu4
READv FOR INSpECTON: MON ILES wED rHUR @ AM @
LocArloN: /??.7 // "'.', L < '^' i /-oaro -
tr.APPSOVED-'-.. \., , . \- -.,C!RflEQTIONS:\".
DISAPPROVED bGErrusprcroN REeu I RED.
/unt
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
D ROUGH / D.W.V.D FOUNDATION / STEEL
D FRAMING D ROUGH / WATER
tr GAS PIPING
tr POOL / H. IUB
lrrNal FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
N HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
FINAL
DATE
:r.'c a i^)tz' ^Jt 75Y'44,q
TOWN OF
REQUEST
VAILPERMIT NU
DATE
READY FOR
LOCATION:
B NAME
INSPECTION:
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDEBGROUND
-D FOUNDATION / STEEL E ROUGH / D.W.V.
-tr FRAMING D ROUGH / WATER
" 199.[^&^s!-EFl...^ tr cAS PTPTNG" PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB _:
tr SHEETBOCK NAIL O
-
//n-lala
\z " \1 .,^
E[ FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS -
tr CONDUIT tr SUPPLY AIR
-
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDEBGROUND
D FOUNDATION / STEEL E ROUGH / D.W.V.
D FRAMING D ROUGH / WATER
" 199.[^&^s!-EFl...^ tr cAS PTPTNG" PLYWOOD NAILING
tr INSULATION
-
tr POOL / H. TUB
tr SHEETBOCK NAIL tr
-
r-1
E FINAL tr FINAL
FAPPRoVED O DISAPPROVED tr"REINSPECTION REQUIRED
cORRECTI;NS:
)
INSPECTOR
t
t - -'-o
--lt/t
loAnr
TOWN OFVAIL
DEPARTMENT OF PUBUC WORKS
4792158
FIELD TIEMO
p, Covvr DEY D r'hJ S ,
Aftenrion: PsT. DndP$r NRus
pRoJEcT(Loc Alc/nq: t773 b o,r'SQt
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CONTRACTOR'S COMMENTS
Received by:Date:
Whil€-Conracla
Pi*-ConBlructbn Entinoor
Canary-File
,i.
4/az-,*#;roN REeuEsr
TOWN OF VAILPERMI
DATE
T NUMBER OF PROJECT
f - 7 7z JOB NAME
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES WED THUR PMAM
-/.,./,'6€
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDEBGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- BOOF & SHEER
" PLYWooD NAtLtNG tr GAS PIPING
tr INSULATION D POOL / H. TUB
O SHEETROCK NAIL
tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
,ts{eenoveo
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
hSFsnop
i Jt
-1 / /1'
TowN oF vAlL f 6
DEPARTMENT OF PUBLIC WORKS
47',-2158
FIELD MEMO
r., Con/t DtrrJ. Dn ''.t S.
Anenrion: P#?_ DtftJP1fit{lAL' t
pRoJEcr(Loclnouy, / 775 AroruS €t Ogc t"vrqrrkF.2ry'
Fr ru$ L. C.o,
(E&ur€rrqtrNTs Vc;€- tr+r{*c C.o, Fqovn
Pu.Bcrc r;o€lcs ft*Je BFE N t/klF'T
A t-u l-h,+S *BE€NJ *-#eocrab .
3', tSPtvl
**' &' f kfz)-
Date:
CONTRACTOR'S COMMENTS
Recelved by:Date:
White{ontractor
Pir*-Conslruclbn Engineor
Canary-Filo
f*o xNsPEsrroN's coDErBrED o
lbe ltcus belou necd to be cmplete before
glving a peruit a fl.aa1 C of 0.
Please check off La tbe box provided.
DATE:tl FINAT UECUANICAI,
DATE:
II.IPROVEI.IENT SURVEY RESID. ITA}IE:
DATE:
FINAL ELECIRICAL
tl
Kj
tr I'INAL BUILDING EAST SIDE:WEST SIDE!
Q -V'9 t--
CERTIFICATE OF OCCUPAI{CY
DATE:
I:I J LANDSCAPING DT'E
DATE:
\\\bs
1u'*
-P "'),
4.131.0
t./
!. ,. .:
ffio't
Ttrt'ln drf ?aiI
Ccmnunt ty $nvel6p,n€n'1, Dept.
7$ Eicrr.r'tfr I:nuntaEe Frend
Vr$i. 1r #0, 816E7
Dr " *ncl Mrs. Jm*optr Nnqqher I e
8l$t) 1l1**g Otatt
lianetr$ City, H$. 641tf
To ldhnm it l4ny (JffincerFn,
li o rlmneph F. Wauckwrle nnc{ ElnrJy T. UJaei:}tsrLe,, cnrtlf y thatlrfr,isln f,t4rdlr.e! of the f net thmt L.ot I, Lion*ridgf,o, Filing p,
Tpwn o{ VelI, Stcrho o{ Colsradso lios J.n a grlulapl*all,y
F$?nsit'iva' av"Efrn atnrJ {utrther nc[tnmwlerlgrs thnt He isr'o atnt,nr-o 6{thel 'f act tfrart t,he hHuEs FJe nrF proprstng ts br"rittt on Lnt l,{-iqn*rrldgen alEo will Iles within h,hs genlaglcaL}y Eensiti./qt
l66tt 1 t\N 0s
ltutuk*t//?b/
Dnts.
rand liwnrn b${ore mm tht s __._lZ_- clAy of, 19?1 """7"*-"
Fly
scri hrrid
Nrtary
cmmmi s$X $n lfixpi resl
OFFICIAL NOTAHY SEAL
IOBAINE W THATE
ibhry Pub c Stalg of M.asourl
JACI{$ON COUNTY
W Commls€lon Expifre OCT 17,iS94
,J".
:..'."-^--.rr
Project Application
,^,. 5lrcf q I
Project Name:
Protect Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot
Com ments:
Design Review Board
Motion by: L 4w4{9
seconded or, Lkry-PtPftfvl I
Date
DISAPPROVAL
ffi'o il 1s feer/101 West Yale
Avenue, No. 601
Denver, Colorado 80227
303-986-6658
May 2, 1991
Dauphinias-Mosley Construction, Inc.
P.O. Box 1515VaiI, co 81658
ATTN:
RE:
R. J. lrish
Consulting Engineering
Geologist, Inc.
Mr. Patrick G. Dauphinias
Geologic Hazards Assessnent, Waeckerle Residence Site,
L773 Lyons Ridge Loop, Lot 1, Filing No. 2, Lyons nidgeSubdivision, Town of Vai1, Eagle County, ColoradoJob No. 226 (726)
Gentlernen:
As requested by your Mr. Dauphinias, the undersigned has reviewedour eng-ineering geologic hazards study report pertinen! to thesubject property and west bordering lots of Filing No. 3, Dlock 3,in order to comrnent on the geologic environment and geologic
hazards pertinent specifical1y to the Waeckerle res.idetrce site, LotL. This letter report should be reviewed in conjunction with tlreinfornat.ion provided in that report No. L9O(125), of October 2,1989. We underst-and a multi-story single farnily resjderrce js to beconstructed on the southern sector of the lot.
Except for a potential rockfall hazard, we found no evidence duringour site reconnaj.ssance of potential geologic hazards that need tobe considered in the design, construction, or utilization of the
proposed property. Moreover, so long as the planned dwelling isconstructed without significantly changing exisbing groundconditions, the risk that geology-related problems would beprecipitated by construction activities as planned is jurlged to be
low.
The existing ground across the property and immediatety uphillslopes at about 2.4iL and does not evidence, to us, dny signs oflandsliding or incipient landsliding. No unusual or severegeology-related building foundation conditions are expected.GIacial and/or slopewash soils, both potentiaJ-ly bouldery, are
expected to constitute the foundation for the building. A building
constructed on this site should not increase the geologic hazard toother propei-ty or structures or to public buildirrgs, roads,streets, rights of way, easements, utilities, or other facilities.
We understand the site is to be terraced to a two-step cut, withthe back slope of the lower step about l-2 feet high and that of the
upper step about 5 feet high. Uphill frorn the upper of the twosteps, the ground is to be graded at 2:l- to feather upslope with
Consultant to Desrgners, Contractors, Planners
R. J. lrish
Consulting Engineering
Geologist, lnc.
Mr. Patrick G. Dauphinias
May 2, L99t
Page 2
the existing grade. A concrete ret.aining wall is to be constructedat the upslope side of the upper step, and the excavated areabehind the wa11 refilled with engineered fi11. This shouldninirnize the risk of either construction-term excavation cut-slopefailures or, as importantly, the risk of inducing natural slopefailures during the life of the project.
The risk of rock tumbling from two bluffs of sandstone that
overlook the property upslope to tlre norl-h is judged to be medium.As stated in our report of October 2, 1989, over geologic timeblocks have separated fron that outcrop, but most of those blocks
appear to be quite o1d. Many are partly buried in the slopewash
and talus, and the fr:esh rock surfaces originally exposed by the
breakup of those rock masses as they fell are nohr weather-coated.
This evidences to us considerable antiquity. With rare exception,
these blocks have scattered only about 15O bo 2OO feet downslopefrorn the outcrop frorn which they were derived. The planned
residence would be sited more than twice that distance from theoutcrop. we cannot completely dispel the possibility that, in somefuture time, large rock blocks toppling from the outcrop may invadeLot No. Li but the geologic evidence indicates to us that those
events are rare and the risk no greater than rnediurn, taken in the
context of an alpine geologic environrnent.
The rockfalL risk could be reduced by rernoving, from potentially
toppling positions, small blocks that appear to be loosened or byrock bolting larger blocks that appear to be loosened.
we have appreciated the opportunity to work with you on thisproject. If you have any questions or would like to discuss anyaspects of our observations, conclusions, or recommendations,please feel free to ca1l.
truly,
^tt/
obt. Ja
Consulting
Irish
Engineering Geologist
RJI: bac
trO
t NAME OF PROJECT:
LEGAL DESCRIPTION:
STREET ADDRESS:
DESCRIPTION OF P
Roof
Si di ng
0ther }Ja'll Materi al s
Fasci a
Soffi ts
Wi ndows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Fl ues
Fl ashi ngs
Chimneys
Trash Enclosures
Greenhouses
0ther
B. LANDSCAPING: Name
LIST OF MATERIALS
LE T.e Gi groe€
flLrpa t\ro.Z
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
of Designer:
phone:
PLANT MTERIALS:
PROPOSED TREES
Botanical NameFF@_Qommon Name
Asper.r
Quani ty
tz ztl cAt-.
Si ze*
EXISTING TREES TO
BE REMOVED
IJOUE
for conifers.
. (over)
*Indicate ca'liper for deciducious trees.Indicate height
o
- PLANT I,IATERIALS:
(con't)
SHRUBS
Botanical Name
JopIPe|e.
Common Name Quani ty Si ze
BoFrAcotftl3 lpF JunrrpeR lo , 5 APIU
EXISTING SHRUBS
TO BE REMOVED
GROUND COVERS
s0D
!0Ng
Tvpe Square Footage
SEED
TYPE OF
IRRIGATION
TYPE OR METHOD OF
EROSION CONTROL
c. OTHER LANDSCAPE FEATURES (retaining wal1s, fences, swimming pools, etc.) please specify.
PROJECjr:
DATE SUBUITTEDs
COMMENTS NEEDED BY:
BRIEF DESCRIPTION OF
PUBI-,IC WORKS
Reviewed byl
Cornments:
d.
INTER-DEPARTMENTAL REVIEW
OF PUBLIC HEARING
L-U-
PROPOSAL:
L.> 4
0L) sr"{
Date3 ril,f a'i!^l::r' **
l) ILd {" t}ro.-, tsfr Cro" V*rr^^-t[
-\ -. .\ f i i ',) l.+ o(f*, f,--i s,' uhl"'\
" l"ts Lt\LYttt<
$L,n p*t ePao4
S,'{- l,l4
b) Qru'L+s d'"-- F&{ drt- {-- 8% ; d
{a;zt't *d=- 4o' ein-"'o'(''-- +- b'| J l-
S % )l'" t'> ch*- en-'yh-
,-lt"
15
L"ttr4 r.)otc-
o.n oryltJl 'u,*-u.,'W
Reviewed by:
commentE:
a
Date:
POLICE DEPARTMENT
Reviewed bY;
Conments:
RECREATION DEPARTI'IENT
Reviewed bY:
Conments:
revised 3/LL/9L
Date:
Urf ,[l f fr ?n( h)[4rC
'.-l Lr,"-to.f*.
t-t,.-l e'^-
b4
,+,,-
u/Let"-Ju.,t"-
(:\t t'nbt :s tro r-dwu*-*bb
Dates
PROJECT:
DATE SUBMITTED:
COI,!I-{8NTS NEEDED BY:
BRIEF DESCRIPTION OT
INTER.DEPARTMENTAL REVIEI{
DATE OF PUBI.,IC HEARING
lt/ou srl
PUBLIC WORKS
Revlewed bY:
conments!
Date:
" f"h L/*Y/v<
gL,,,z- p*[ eP&tE
S,'{. pl^)
Date:f -,/- 2
cormlentB:---)-)'--,,tz-^t z-
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rP
Date:
RECREATION DEPARTMENT
RevJ-ewed bY:
conments 3
revlsed 3/LL/9L
\- {, F€ f ?n( hL
Date:
C.*-t*l'"^ ,"/
a
tA"^*g.h;";' { -/-'S t
o
P"+
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6g /&d tu2 ^/
t-ttT ,y^,1
I
t ryt'#;rih4-zc4) O tial*nO4_zc4l O t;a.1**OO$ffg @A,"ffit' osFR, R, R P/S ZONE DrSTS,rqtS ^\ ?f{}/rrJ
DArEs 4-24-qt I t n.,ufY
T.EGAL DEscRrrEroN! t,ot ( B1ock
-
FtUne LtesKa+/ a <
t113 .. Lu*. ht, * Lo>{ADDRESS:
n .[..r [-
PRoPosED usr :,\-*l< {rr.^,t"
.t.-ror srzE 4b tl3'c''
OI{NER
ERCNITEEI
ZONE DISTR qT
Helght
Total GRFA
Prinary GRFA
Secondary GRFA
Setbacks Frontsides
Rear
Water Courre Setback
Stte Coverage
LandscapLng
Retalning l{all
Parking
Garage
Drlv
Environnental/Hazards :
(trn t'n , o/. o r) &x , t
iso-j/.,u) t:o::.
PHONE
PHONE
Allowed
r.rAI
.. (-ts,a-4")/. zs)?7 Ea'o
ExLstlno Proposed rotal (zoSt'1
o 3b(t6.t
o sL&L.f
201
15r
15 1
luv.Q
il
5Zas,4
\.lz-- . rl'J' r. pg *"
fu,(e'tlt ,,,P
P
t'*, r- ,ll1 I Lk'qlovt
Does thle reguest Lnvolve a
How luch of tlre allotred 250
(30@ o '!,!"AT:r' sz,s
b o5t.1+ (850) @l
'lo4og'1 -
bqoE.'l
(50)
.bq?.b! O
3&
7o f 3 to.
ak
t
^lolb9.b
-* ""3t /61
?,{ eeqra \
^ o .or^J.
raee@furuot t*zootAfu3
Permltted Elope JEjL Actual ,
Date approved by Town Englriqer:l
1) Floodt PlaLn nl - a'zq-
2) Percent SloPe 3'7' 2
3l ceologl.c llazarde -
al Snow Avalanclre tr"la 4-zq
bl Rockfall.
c) Debrlg ELov p6 ,lilxrs 4-zq
{} t{etlandB
25o Aitdltlon?
Addltlon is ueed rlttt tblc reguest?-
t0
oI
6,WA
3*T iY'l )-4eL 3
rr f/f t >,- {zo d
f z-o.3 -
k44 z
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l 4'1. 7lr
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24
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{
DEFMRTMENT @F
,E@MMUNNTV DEVEL@FMENT
l!2 !2 g2 !.t2 iit'r \i/2 \n,zF zs zs zs as aF ai SAIJS AcTloN FORM
1 0cc0 4:J30 cc.v. DF/. AFFUAiION FE=S
1 C:30 4:s4C fZcHrNc Al.rD ADDRESS UAPS
10cc0 42+15 :SEE UNIFORII BUII.DIN6 CODE
r 0c00 421i3 [rsa: uHroau PLUHETNO CCCE
I gcco 421i3 rsa3 uNtFCRr/ uEc{ANtcAL ccgg
1 C::3 12+iS lrsae uNroau FiR: ccDS
r 0c00 42+15
f :saz xracuAl ECiitcAL ccDg
1 0c00 42118 Orc-Ei CODE EOOKS
1 0c00 4:548 PFJNTS (MYllRS)
01.0c00 421i2 0X COFtEs ,/ S]UDIES
B / RE-NSFECIIO.\I
oFF HoURS NSFACAON tb
coNr:rAgilRs ucA{sES tEElS
O1HER FE=S
0l 0000 4t4t3 .sl6t lttllclllo[
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oa.Ibl ddYtdla2 ,+nnat t1v<t Gttu* to ,i/naLz oN 2r{-t1l/Nafgl^ld€ng t'2All ll12l1 l- La1.taa1 avtltlJ 9t|'{.el1 eLLla?Ntatg?a aluawlvn
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DRB rPPLJC:illDfON * lfOI|H OF VAItrr,
DITE }PP&ICItrION RECEIVPDT
DAIE OF DFS ITEEEN{trs
COI.ORADO
t*iftftttr
EttE rpF&tgtEtor rEer f,og 3E tccEt[lDn|TI& rEdD 8lQEInqD llrlo8urrron I8 SUBtSrftllDr*a*t|ltrrt
Ir gFaTEeT rnFogll+rloxr
A. DESCRIPTTON:
PO IE, P-e1
1 O 3 : 31FTVT ''<WAECIIERLE1 THlJ T TI ! Eg It'cUFH t HA
,'04. 1ts. IFPF:-1e-e
'f
tbg'l.t
l
E.EYPE OT RHfiIETNT
I;ECAIJ DEECRIT|EION| I€t
tsgbdivtglon FtFT oF !.t
* x"r €onstruetl.on _ ld.nor Altcrstlon
-
fddtllon Conosptual Bwlerr
ADDRESST l?71 Lto4SRtpOg UooF0.
D.EIoslr
FILtrult
.2rf prop.rty le dctcrlbedl b1zdescrlption, plraae provlde
attach to tble appllcatlon.
a b€ets and boundr legel
on s Beparatr rhcat and
E.
S.
EONINc;
G.. }IAIIE OF APELIC}IIB Pl'f
Malllng a
Phou.
H.rfAlt8 0F APPLTCAI|EIS
Addrceer F.
I.NA!fB Or OWIIERSI
rslcNilluRl (8t rltall
Condlonlnlun tpprovcl lf appllcabl..
16T AnEA! It roqulrcdr appltcent Du
atamprd survry choulng lot lrea. !
il.
l(.
PRITI4AB gAC'NDAFY
d c t
FIF- EffiHPUrrEr
vA&geBIo!{
I 10roooS ssrooo$ 1501000s 5001000ftr ooor ooo
91,000, oo0
TFE
T lo.oo
$ e5.00
$ 30.00
f100.00
$aoo. oo
9900.00
$ !e
,$ 1or00l -$ sorool -
f16oroo1 -
$8001001 -T over
rllO l?DlIeltrION rlDti lE DnocEttlD rrlxBon!! oml8nf 8 stornrun8
I
o
with the deslgm guldellnes. lttre DRB does not vote on
"""""pi""i reiteiE. The property ot ner or his
i"ii"-="ntitt*'" Ehdtl be plesent it tne DRB hearlng'
NAr,rE oF nnorucrr Hnear-EPLE GESIDEN€- -.
LiEGAr, DEscRrprro@ suBDrvrsroN ?=T' oF .u?TFElohE
LIST OF HATERIAI,S
srREEr ADDRESs: ti?5 uroUts RtDqg uoee Ftt'ttt'(a- !'lo'a
DEscRrprroN oF pnolscr, NgI*' 3- Lwa l^t€D Frer\,
lN4Lt F*t{tuY gEStDelocE
The followlng Lnfor:natlon le regulred for eqbuittal to the Design
ijvfiw Board-before a flnal appioval can be given:
TYPE OF
C,€DAR.
I,IATERIAI.
HhREb
COIORA.BUII,DING UATERIAI,S:
Roof
Siding
Other l{aII l{aterlalE
Fascia
Soffits
Windovs
t{indow Trin
Doors
Door Trim
Hand or Deck Rails
FIues
Flashings
Chirnneys
Trash Enclosures
Greenlrouses
Other
r-r.xr 4Fz\
B.I.ANDSCAPING:Nane of Designer:
Phone:
BotanLcal Narne
NON€
PIATflT UATERIAI,S:
PROPOSED TREES
Conmon Name Ouantitv Eize*
EXISTING IIREES TO
BE RE!{OVED
Nou€-
*Indicate caliper for declduous treeg'
7
illnlnun cEltPSf."fef.
TVLCO
AL Cr-n9 rerooo
zxg, R.6. Ce9eP.4BEE}'
frt6f$+ cr-rrp ,rtooO geW lgR.&-r,sieote aesE+l
ZXb Pggt^tooP BG,oQr.t
drAL\/. tHr. HTL.t\t t
I
o o
EXISTING STIRUBS
TO BE REI.TOI/ED
H a f.rE
*Indicate size of proposed shrubs. llinl-nurn size of shrubs is
5 qallon.
square footage
GROI]ND COVERS
soD NOPE
trees.
Pl.,AlfT UATERIAIJS:
PROPOSED SIIRUBS
SEED
TYPE
OF IRRIGATION
TYPE OR UETHOD OF
EROSION CONTROL
Indlcate helght for conlferous
Botanl-cal Naroe CggtsglLleee ouantlty Size*
ildNE
NftTtrrF 4Lh(5S
{-latrl t
c. oTHER IJAI{DSCAPE FEA'IIIIRES (retalning walls, fences' ewlnning
Dools, etc.) Ptease specify. Indicate heights of retalntng
;;ii;: -uiiir.--neiehCot sius wittrin the-front eetback is
3 feet. Uaxinum height of walls elsewhere on tle property
is 6 feet.
trEeuupeg RentHltl4 FALLS 6r ntflx
3
The locatLon and avallabillty of utilitles, whether tbeyle-n31n
trunk lines "t p"ipl=;d lf;;'sr-uust be appiovef^and verified by
ii"--ioff6wfng ulifittes for tire acco'Panying eite plan.
SUBDIVISION Ltltt
ADDRESS
U.S. llest Conmunlcations
1-800-922-1987
468-6860 or 949-4530
Publlc Senrice coDPanY
949-5781
Gary HalI
Holy Cross Electric Assoc.
949-5892
Ted HuskYr/Michael Laverty
Heritage Cablevision T.V.
949-553 0
Steve Hiatt
Upper EagLe ValleY Water- -e saniiation District *
47 6-7 480
Fred Haslee
NOTE:
Authorized Siqnature Date
These verlfications do not rell'eve the
hi" retponsibility to obtain "-"!t:3?-
@ined seParatelY'
This fora ls to verlfY
locatl.on. Thls should
prepar.lng -Your utilitY
l-nstallatlons.
* Prease bring a eite p119, flogr Dlan' and elevatLons when
obtaining upper E;;il i;1i;y-w;ilr-t-sinitation signatures' Fire
flow needs uust be addressed'
senrlce availabilitY and
be used ln conJunction with
plan and scheduling
9
/,te
-/ - /7-?/
contractor of
cut petnlt from
Works and toln any Publlcln tfre Tonn of Vail. Aut Delil.it. A Etreetright-of-waY or easenent
s
DATE' 4.ZZ.1l
IEGAIJ DESCRI TTON: IOt
ADDRESS!
OWNER
Belght
Total GRFA
ZONE EEECK
FOR
sFR, R, R P/S ZONE DISIRIqIS
Block
-
Flllng Ito, z
t9
-l
-Gd6{bo
lfater Courae Setback
Slte Coverage
Iandscaping
RetaJ.nl.ng Wall Helghta
Parking
Garage Credlt
Drl.ve:
Environrnental/Haz ards :
PrlDaty GRFA
Secondarlr GRFA
Setbacks
Doca thlsEfl nrcb
N/*
Front
Sldes
Raar
ragusst furvolvc aof tbe allored 250
20r
151
15r
(30) (50)
3r /t6''
3-negrd
3t rrnYtp FrapT€cT]ttct4
(3oo) (600) (eoo) (tzoot:@
PeruLtted slope JLL Actual slope !?o.OAX'
Dats approved by Town Engi.neers
-
1) Flood Plal.n rr/A
2) Percent Slope
3) c.ologic Hazards
snow Avalancbe */X
F*zlrp,o
Debris Flow hl /rr
4) wetlandr N /A
250 Addltton? hlo'
Addltlon 1g uged ultb tbla requort
ARcHrrEqr Pernra T. '.o*lHatg pBoNE +7 C -Ao55
ZONE DISTRTqI gcoNonnY
PRoPosED usE 6lF 4tg FAillttt
IOI SIZE
Allowed ExlstLnq Proposed Total
nz!1tl rqttx
/al'c.qlE nfs '..oT\/\eeeu ocDrrcTCD /,
Tr-rt {, t?,o.oa s't.
39tgE
2tor
Af/A
6t rurrx
z
al
b)
c)
+ (8s0) (42s1
eq6) -610SXs,F
l,(p6,oS,L
UopE
a1l.6e SrF.
r fl0PE
n01 Wost Yale
Awnue. No 601
Oenwl Colorado 80227
303-986.66s8
nff'D Afrjt .t I fggf R. J. lrish
Consulting Engineering
Geologist, Inc.
September 2L, L987
Mr'. Bruce Canton
2575 Garmish DriveVaiI, Col-orado 81658
Re: Geologic Hazards Consultation, Lot 3, Bloek 3,Lions Ridge Filing No. 3, Vail, ColoradoJob No. 126
Your*q Eruly,
Consulting Dngineering Geologist
Dear Mr. Canton:
This letter report will document engineering geologie opinionsexpressed by the unclersigned to you during the course of severaltelephone conversations during the past few weeks concerning thesubject lot within Block 3 of the Lions Ridge Filing No. 3 inVail, Coloraclo. In my opinion, geo}ogic conditions across andpertinent to your lot are essentiarry benign. This conclusionis based on I) repeated engineering geologic reconnaissances ofthe- property since 1979 and, 2) monitoring of the scaling ofrock frorn several outcroppings upslope froh the property. Myprincipal geologic hazard concern has been for pbtentiJf rockfalls frorn those outcrops, but scaling has reduced that risk, Ibelieve, to Iow. Given the inherent nature of mountainousterrain, Lhat risk rating necessariry cannot be reduced to zero.
Building on this site should not increase the hazard to otherproperty or structures, or to publ.ic buildings, roads, streets,rights of way, easements, utilities or facilities. If euts andfills on the property are kept low (i.e. on the order of 3 feetor less) or are properly designed, no unusual geology-relatedbuilding foundation conditions are expected
I hope the above comments will be of some service to you. Ifyou have any guestions, however, please feel free to call .
-//,//Q*,-
Robt. J{r(es Irish
Er'-r-." ) ,^*,%
Rirr/l
Consultanl to Dcsicnors, Contraclors, Plannersl
=ry
:
II
,tr
-N*
I
I0 1000 20'00 4000
-
SCALE IN FEET
R. J. IRISH
CONSULTING ENGINEERING GEO|I)GIST, INC.
PROPERTY LOCATION MAP
DATE : 9,/3O,/89 JOB NO.: 190 (1261
r tL'. I
ci=IeoT.,;i=d3aoali5z8 lLO .r,*Ziro3E,>aEa9Y.6 <O.UJNsE8,,e z6gq66fl|l(9 gEIocI;-'*1il'ii136..6i3.i3:::ia-3;-et&]i!; ii ; !:{ i;; f ,lf :: i!a -:*' I d:i ie i i]9: i! 5a t?; .:- i; P-'i i! :i s*i:il -{ 3: *t <fg EE ;;E :E :g\t--.5.,Ig3r;d?a-|;]ldlt---J
&-.i36-eiagi:ifEltaltol
zl-il-talUI
lnwn
75 soulh tronlaqe road
vrll, colorado 81657
(303) 47$,2138
(3Ut) 479-2139
ofllce ol communlty development
Aprll 18, 1990
Mr. Bruce Canton
LB53 tionsridgc LoopVail, CO 81657
RE: to!q-2,3, 4,5, FilLng 3 and Iot 1, Filing 2, LionsridgeSubdivlsion.
Dear Bruce:
on April 17' 1990 the Torrn council accepted the georogic hazardstudy by R.,r. rrish on the above referenced rots-and directed thestaff to amend the official rockfall map accordingly. Therockfarr map wirr be modified to. ind.l.cate that these f,ive rotsare now cLassified in the rnoderate severity rockj:a.l1 zone. fnaddition, the Irish report and a copy of tlis tetter wiII be
,included in the permanent files foreach of these five Lots.
Thank you for your.patience during tlrj.s review pr:ocess. Fleasefeel free to caII rne with any questions you may have regardingthis proJect.
Sincerely,
^,Sv
Tom Braun
Town Planner
TBlpp
TO!
FROM:
DATE:
RE:
Town Council
Community Development Departrnent
April 17, 1990
A reguest to amend therecLassifying Lots 2,
and Lot X., Filing No.high severity rockfall
geologic hazard map by3, 4, 5 Block 3, Filing No. 3,2, Lionsridge Subdivision frornto rnedium severity rockfall.
The Hazard Ordinance includes a provision to allow property
owners to anend their hazard desigmation. The owners of, the
above referenced property have suirnitted a site specific study toJustify this amendment. This decLsion is the purview of the iownCouncil with no lnput or recomlnendation fron the Plannlng
Comrnission or other Town boards.
The staff has not provided a reconmendat,ion in response to thisrequest. This is due to our lack of expertise in geologicengineering. This discipiine, as acknowledged by geologists, isinherently subJective and subject to varying interpretations.The following is taken fron the 1984 rockfall study thatestablished the two rockfall zones within the Town:
t'It rnust be understood that the interpretations of manygeologic hazards, including rockfaLls, are subJective to
sone degree. No two geologists would draw run-out lines atthe same exact location in all areas of a particular study.
By the same token, not all geologist would assign the same
degree of severity to any particular rockfall. . . Ttris notwithstanding, there may be disagreenents with sone of our
conclusions. rt
It was clearly the intent of the Hazard Ordinance to allow for
modifications to the mapping based on site specific analysis. Itis acknowledge that the Town-wide reconnaissance conducted duringthe developnent of the 1984 study is not as detaiLed as a sitespecific anal.ysis. In theory, the study subnitted for this
anendnent should provide nore detailed and accurate informationthan the Town-wide studv. l{hile we have no reason to doubt thefindings of the report iifea for these 5 lots, we are Lacking the
background to provide the Council with a definitive
recomnendation with regard to the reports validity.
Office of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
March 12,1990
Subject: GEOLOGIC HAZARD CLASS|FtCATION for Lots 2, 3, q, S,
Blcck 3 Filing No.3, and Lot I Filing No.2, Lion's Ridge
subdivision, Vail, Colorado.
Director of Community Development:
On behalf of myself, Jill S. Dowd, owner of lots 2, 4, S, in filing No. 3
and Mr. Bruce Canton, owner of lot 3 fiting No. 3 and lot I in filing
No. 2, I would request a hearingj before the Town of Vail council to review
the classification of our lots in the Geologic Sensitive Area Map.
we would desire that our tots be reclassified to a Moderate Risk Rock Fall
Area from its present High Risk Classification. lam 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.
Please feet free to contact me if there are any questions concerning our
request. Thank you for your cooperation.
Bruce 0. Canton
Sincerely
\
I l0l Wbsl \ble
Avenuq No 601
Denver. Colorado 80227
303-985.6558
Ocbober 2, 1989
Canton Construction Company
1853 Ltons Rldge Loop
VatI, C0 81657
R. J. lrish
Consulting Engineering
Geologist, Inc.
At tn:
pF.
Mr. Bruce 0. Canlon
Geologic Hazards Study, LoLs 2, 3, ll & 5, Block 3,Filing No. 3, and Lot 1, Filing No. 2
Lions Rldge Subdlvlsion, Vall, Colorado
Job No. 190(126)
Gentlemen:
As requested by your Mr. Bruce Canton, bhe underslgned conducted an englneering
geologlc reconnalssance of Uhe five subJect lots, which occupy a sector of the
souLh-facing slope of the Gore Creek Valley lmmedialely norLheast of the Buffehr
Creek Valley at the easLern end of the WesL Vall area. The four lots are loeaLedln the Sl,Jl/U, N}{1 /lt, Sec. 12, T.55., R.81W., Ea8le Couniy, Colonado (Ftgure 1).
0ur obJectlve was to generally outllne geologlc condltlons acrosa lhe sLudy area
and to assess rrhet,her any of Lhose condiLlons constllute geologlc hazards
sufflclenbly severe io resLraln or pneclude development of the properby asplanned. We undersLand slngle famlly and/or duplex resldences are to be
ccngtrucCed on these four 1ots.
Fron Lions Rldge Loop, at about Elev. 81 20 feet to 8130 feet, the lots extend
northward up the slope of a long, namow, wesb-trendlng ridge spur of t,he valley
slope lo aboui Elev. 8260 feet. The rldge cresLs au about Elev.8440 feet Eo
Elev. 8460 feet. The slope dlsbance from Llons Rldge Loop to the top of the
ridge ts on lhe order of 600 to 700 feet,. From the rldge crest down to about
EIev. 8220 feet (about the center of the lots) the ground slopes at about 1.75:1,
nhereas below bhat elevatlon to Llons Rldge Loop the ground slopes at about
3.6:1. He underqtaql -!_hq_!gmeg_!gul-d*-be.-consLructed adjacent to Llons Rldge Loop
on the flatieF:ElSireO sec',crs of tne tot. The sLeeper, upper part of the rtdge
slope Is dlsrupted by 2 main rock bluffs ranglng from l0 fee! lo as much as 50
feet hlgh. A few trees are scaLLered across Uhe sludy area, but for. the most
parL, vegeLatlon ls limiLed Uo brush and natural gragses.
Sedlmenlary rock slraLa of the Pennsylvanlan-age (290 to 330 mtlllon years ago)
MinUurn Formalion consUituUe bedrock across the sludy area. These strala lnclude
malnly sandsLones, a few shales and a few thlck llmestone unlte. These dlp
northward lnto the hlllside at 30o to 40o.
Consultant lo Desrgners, Contractors. Planners
\
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canbon ConsLructlon Company
October 2, 1989
Page 2
The bedrock' holrever' ls blanketed (except for the nock bluffg) by slopenash andtarus solls doHn to about Llons Rtdge Road. Belou Llons Ridge Road a l{est-
southwesb trendlng rldge spue of glaclal moralne ls plasbered agalnst the foot ofthe slope (Flgure 2). The sandsLones lyplcaJ.]y are flne-gralned and flne to
coarse-gra!.ned. They are Iocally conglomeraLle, thln to masglve bedded, weak tostrong, and Lhe JolnLs are uldely spaced. The IlmesLone ls flne-gralned tonlcrocrysLalllne, strong to very atrong, thlck-bedded and wit,h Jolnts wldelygpaced. The unconflned compressive sbrengths of the sandstones probably range
from 10,000 psl to 15,000 psi, Hhereas those of the llmesLone range probably io
30'000 psi. The shale units typically range from seams wlthln the sandsLones to
thln-bedcled units up to a foot on so thick. Those thicker unlts, however, arerare. The unconflned compresslve sUnengths of the shales probably range betrreen
2,000 psl ancl 6,000 psi.
The slopewash and tal.us solls are unstnatlfled, sandyr gr.avelly, cobbley clay
wlUh gcabtered boulders. Thls ls malnly sandslone debrls. The solls form an
apron developed belolt the sandsbone bluffs down io Llons Rldge Loop, thus range
fnom a wedge-edge upslope Lo probably as much as 10 Lo 20 feeb thlck adJacent tothe road. These solls have been deposlted prlmarlLy by sheet l{ash, thus are
expected to range feom loose to medlum dense. and probably are subJect, todlfferentlal setblemenU rhen weLged.
SouLh of Llons Rldge Loop, bhe Blacla1 moralne solls are prlncipally a hetero*
geneous mlxture cf sand, gravel, cobbles and boulders ln a sllt to clay matrlx.
The solls lnclude both sandsLone and granlgic rock debrls.
Except for a potentlal rock fall hazard, we found no evldence of poLentlal
geologlc hazards Hilhln the study area. So long as dwelllngs_are_consbructed
Ulthln these lots wlthout, slgntficantly cltg-lglgtt_bg_extsbing-gle_und _e.ondf_llons,thus the stabt f l tl- o-F-EEE-5-ctn5-and/oF- rock nitnin trre building -iilueir
anovlclnlty, slope stability should not be lmpaired. Cubs and fllls on the lots
should be iEiiC--1oT*-'(f ;e;;--on--ttrs--!rder of--3 fe?t" rii less), or should begeouechnlcally deslgned. No unusual or sev-e6-F61;EFrelatGE--5[ffEf-ng-ffiie expecbed. Butldlns,pn,thesJ sit,ei snourd nol tncreasel
the hazard to other property or stiflctures, or to publlc Uutl-?iTnEs, roads,(\
streets, rlght,s-of-way, easements, utllltles or facllltles.
The outcrops of rock, prlncipally sandstone but lncludlng some layers of
Ilnesbones as xell, Jut out of the ridge slope as long, narro$ bluffs as much as
50 feet high (Flgure 2). Con_celvablJ_Jock.-$ock€_Frd_-glC!_e9_equ.ld_Blpple.from
these bluffs to roll and bounce down the slope. These theoretlcally could
consLltute a hazard Uo bulldlngs eonstrucied on the slope 5-el[6frl-thit-ibcf iaff
TI;[, ]td 5e1-fE!6l-neeai-t he pro_ba_blllty of an
event and the severlly of the evenl (the slze of a partlcular block that could
topple )
\
Fl. J. lrish
Consulting Engineering
Geologist, lnc.
Canton Const,ructlon Company
0etober 2, 1989
Page 3
We belleve the rock fa1l riQk, ln terms oF probability, ig--lo_w for Lots 2, 4 and
most of 5, but is judge6-fo-be medium across most of tot,'-f'and a small area atthe southeastern corner of Lot
'-(Frgure
Z). The bluffs 'ibove Lots 2, 3, rl and
most of 5 are relatlvely nartbl{- and are formed of sandstone thaf appears Uo berelatlvely massive. Although we found evldence of looseness of a few thln plateg
and smal1 blocks of rock, for the most part Lhe rock across the ledge in theviclnlty of Elev. 8330 feet bo Elev. 8345 feet and Uhe more pnomlnen! bluff lnthe vlclnlty of EIev. 8380 feet to E.lev. 8420 feet, appears to be relatlvelylntact. The jolnts.thaL are open bend to be perpendicular to lhe slope raUher
than parallel to lt. Moreover, the strata dlp lnto the slope raiher than out,
t'hus rock blocks are much less likely to bopple with Lhose planes as their basal
separaL long.
0ver geologlc time, blocks have separabed from Lhose bwo bluffs, bub most, of
those appear !o be quite old, Many are partly buried ln the slopewash and Lalus,
and the fresh rock surfaces origtnally exposed by the breakup of bhose rock
masses as lhey fel] are now weather-coated. Thls evldenceg eonsiderableantlqulUy. 'y{iEh rare exception, Lhese blocks have scattered only about 150 to
200 feet downslope from the bluffs from whlch t,hey are derived. The residencesto be constructed would be placed more than twice lhat dlsLance away from Lhebluffs. Mos! of bhe rock blocks have broken up when bhey loppled lnfo small.erplaLy masses that have not travelled far from the ouLcrop. They are trapped by
the vegelaLlon and other rock blocks strewn across the upper part of the slope.
l.le cannoL completely dispel the posslbility thal in some fuLure tlme large rock
blocks loppling from these two outcrops may lnvade [gi-9 2,-3-,-4-and 5, but bhe
geologic evidence lndicaLes that those evenLs are rare and Uhe risk low.
The rock forming the lower bluff from about Elev. 8340 feet bo E1ev. 8380 feet
and exLendlng eastvard along the slope above and east of lhe eastern half of LoeNo.5 appears Lo be slgnlficanbly more blocky (Figure 2). --ThbCE--'blocks from
place Lo place appear to be more prone to toppling Lhan elsewhere wibhin lhe
sLudy area. Thls ls evidenced by a fan of old rock blocks that are scatt,ered
below Lhe bluff above LoC I and eastward for about 230 feet. Consequenlly, He
have Judged lhe rock hazard rlsk for most of Lob 1 and a small part ojl-Lel--5-Lo-']/rt-'('*
De meorum. ;nrsffil ine roc*
blo-clis Jhag can be removed by crowbauing. Addttlonally, t-wg jslger blocks
denoLed by X's numbened 1 and 2 on the geologic map (Flgure 2) should be remov-ed
by Itght--blas-!tng. Af uernatively, those rock blocks Jgg_+.d- Ue--[$ned'-[ttn- ri-ckbolis. Removal aDDears to us to be a preferable angwer, however. Scallng of
loise slabs and blocks could be extended to the rock outcrops to lhe rrest also.
Thls would be merely an insurance measure bha! would neduce the already low rlsk
of rock falls by only a small increment.
l.
1.. "' .;f'
Consuhing Englneerlng
R. J. lrish
Geobglst, Ina
Centon Constructlon Company
October 2, 1989
Page lt
tle hope lhe above connents rltl be ofprgpertles. If you hav€ any questlon!
our rork, please feel free to calI.
you as you dcvelop thesego dlccus! any rlg€ots of
rone servlce to
or eould llke
Consultlng Englneerlng Geologlst
f,JI : ct
.+|t
r'1 LAND rrr; cuARANTEE "?"PANY
RepresentJ.ng Tltle Insurance conpany of Minnesota
THANK YOU FOR YOUR ORDER
,fanuary 16, 1991
Our Order: V16416
BUYERi/OWNER:
iIOSEPH F. WAECKERLE and CINDY T. WAECKERLE
SELLER:
FULL CIRCIJE BUILDERS, INC., A COLORADO
CORPORATION
ADDRESS:
I,OT 1 LTONSRIDGE FLG 2
CLOSER
1 AttN: ARZANA
DAUPHINAIS REAIJ ESTATEP.O. BOX L515
VAIIJ, CO 81658
I Attn: SUZANNE
coPrEs
1 Attn:
PICKED UP FOR DELTVERY
949-L670
AI,T PM
COVENANTS ATTACHED YES NO
FOR TITLE QUESTIONS CALL KAREN HORTH 3O3 476-225L
FOR CL,,OSING QUESTIONS CALL ARZAITA RUCKER
MINNESOTA
TTTLE4\
HOME OFFICE
3033 East First Ave..Suite 600
P. O. Box 5440
Denver, CO 80217
321-1880 FAX 322-7603
ADAMS
9101 Harlan. #100
Westminster, CO 80030
427 -9353|FAX 430-1577
ARAPAHOE
7700 E. Arapahoe Rd., //150
Englewood, CO 801 12
770-9596/FAX 290-9040
ARVADA
5t140 Ward Road, #200
Arvada, CO 80002
420-0241|FAX 423-1365
BETHANY
11059 E. Eethany Drive
Aurora, CO 80014
750-1717|FAX 750-5412
EAST
3300 S. Parker Rd.. #105
Aurora. CO 80014
751-4336/FAX 7 45-2669
CommitmentTo Insure 8ffi*
lssued through the )flire of:
FIDDLERS GREEN
6400 5. F iddlers Green
Englewood, CO 801,|1
771-4539|FAX 771-4526
HAMPDEN
8821 E. Hampden, #100
Denver, CO 80231
750-4223|FAX 750-4257
JEFFERSON
710 Kipling, #202
Denver, CO 80215
232-3111/FAX 238-2956
SOUTHWEST
3609 5. Wadsworth, #1 15
Denver, CO 80235
988-8550/FAX 980-8324
YOSEMITE
3600 S. Yosemite, #255
Denver, CO 80237
694-2837|FAX 843-0402
BOULDER
2425 Canyon Blvd., #230
Boulder. CO 80301
444-4101|FAX 786-8423
LAND TITLE
P. O. Box 357
108 S. Frontage Rd. W.
Vail, CO 81658
47 6-2251 lDirect 595-961 3
FAX 476-4534
BRECKENRIDGE
P. O. Box 2280
200 North Ridge
Breckenridge, CO 80424
453-2255|FAX 4s3-6014
CASTLE ROCK
512 Wilcox
Castle Rock, CO 80104
588-6353/FAX 588-0143
COLORADO SPRINGS
102 S. Tejon, # 100
Colorado Springs, CO 80903
634-482'l /Direct 595-41 13
FAX 634-3190
PARKER
19590 E. Main St., #105
Parker. CO 80134
841-4900
VAIL
P O. Box 357
108 S. Frontage Rd. W.
Vail, CO 81658
47 6-2251 lDirect 595-961 3
FAX 476-4534
AGENTS
DURANGO
1201 Main Avenue
Durango, CO 81303
247-5860 FAX 247-9089
!.A''ID TITLE
GUARANTEE
COMFANY
ALTA Oo"MTTMENT
SCHEDUL,E A
Application No. V1G416
For Infornation Only
LOT 1 LIONSRIDGE FIG 2
- Charges
ALTA Owner policy g2s4.OO
Tax Certlf. $ZO.OO-ToTArJ-- l274.oo
wlth your remittance please refer to V164L6.
t. Effectlve Date: ifanuary 09, 1991 at 8:OO A.Irt.
l. Po1icy to be issued, and proposed Insured:
TTALTAI Ownerrs policy $Z2TSOO.OOForm 8-1970 (Anended 10-17-70)
Proposed Insured:
JOSEPH F. WAECKERLE and CINDY T. WAECKERLE
i. The estate or lnterest l-n the land descrl-bed or referred to inthis Conrritment and covered herein is:
A Fee Sirnple
Title to the estate or interest covered herein is at theeffective date hereof vested in:
ruLL CTRCIJE BUTLDERS, INC., A COL,,ORADO CORPORATION
. The Land referred to in thls cornml-tnent is described asfollows:
Lor 1, LroNrs RrDGE suBDrvrsroN, FTLTNG No. 2, AccoRDrNG To rHERECORDED Pr.,AT THEF€OF' couNTY oF EAGLE, srATE oF cor.,,oRADo.
AGE 1
A IJ T A Oo ' M I T M E N T o
SCHEDUI,E B-1
(Reguirenents) Application No. V16416
'he following are the requirements to be cornplied with:
.. Payment to or for the account of the grantors or mortgagors ofthe fuIl sonsideration for the estate or interest to be-insured.
. Proper instrument(s) creating the estate or interest to beinsured must be executed and-duly filed for record, to-wit:
. EVIDENCE SATTSFACTORY TO THE COMPANY THAT THE TERMS, CONDITTONS ANDPROVISTONS OF THE TOWN OF VAIL TRANSFER TAX HAVE BEEN SATISFIED.
. WARRANTY DEED FROM FULL CTRCLE BUTLDERS, INC., A COT,oRADO CORPORATTON TOiTOSEPH F. WAECKERLE ANd CINDY T. WAECKERLE CONVEYING SUB.TECT PROPERTY.
===
THE COUNTY CI,ERK AND RECORDERS OFFICE REQUIRES RETURN
ADDRESSES ON DOCUI,IENTS SENT FOR RECORDING! !
AGE 2
A L r A Oo " !{ r r u E N T
SCHEDULE 8.2
(Exceptions)Application No. V1641G
:he-policy or pollcies to be issued wirr contain exceptions to theiollowing unless the saroe are disposed of to the satiifaction of;he Company:
'. standard ExceptLons i- through 5 printed on the cover sheet.
. Taxes and assessnents not yet due or payable and special.assessments not yet certified to the Treasurerrs oifice.
. Any unpaid taxes or assessments against said land..
. L,iens for unpaid water and sewer charges, if any.
RIGIIT oF PROPRIETOR oF A VEIN oR r,oDE To EXTRACT AND REt{ovE HrS oRETHEREFROIII SHOULD THE SAI,TE BE FOUND TO PENETRATE OR INTERSECT THE PREMISESAS RESERVED IN UNITED STATES PATENT RECORDED August 16, 1909, IN BOOK 4g ATPAGE 542
RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THEUNITED STATES As RESERVED IN IINITED STATES PATENT RECORDED Augrust 16, 1909,IN BOOK 48 AT PAGE 542.
RESTRICBIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTERcLAUsE, BUT OMITTING RESTRICTIONS, IF ANy, BASED oN RjAcE, coLoR, RELIGISN,OR NATTONAL ORIGIN' AS CONTAINED IN INSTRUMENT RECORDED September 20, 1;g7i,rN BooK 225 AT PAGE 443 AND As AMENDED rN TNSTRUMENT REcoRbED september 29',t972' IN BOOK 225 NI PAGE 555 AND AS AI|ENDED IN INSTRUMENT RECOR-DnO January22, 1974, IN BOOK 233 AT PAGE 53 AND AS AMENDED IN DOCUIIENI RECORDED JULyL, 1983 IN BOOK 362 AT PAGE 804.
UTILITY EASEMENTS TWENTY FEET IN WIDTH, TEN TEET ON EACH STDE oF AIJLINTERIOR LOT LINES AND A FIFTEEN FOOT UPILITY EASEMENT ALONG AND ABUTITTNGoN ALL ExrERroR r,or LrNEs As RESERVED oN THE PLAT oF LroNrs RIDGESUBDIVISION FIIJING NO. 2.
EASEMENT AND RrGHT OF WAY AS GRANTED TO HOLY cRoss ErJEcrRrc AssocrATroN,INC. IN INSTRITMENT RECORDED AUGUST 24, 1962 fN BOOK 211- AT PAGE 103.
AGREEMENT BETWEEN TAYVEL ENVIRONMENTAIJ I'AND COMPANY AND MOI'NTAIN STATESTELEPHONE AND TELEGRAPH COMPANY PROVIDING FOR TELEPHONE INSTAIJI.ATION ANDSERVICE THROUGHOUT LfON'S RfDGE SUBDMSION, FILING NO. 2, RECORDEDSEPTEMBER 27, 1973 IN BOOK 231 AT PAGE zgL.
0.
1.
2.
3.
AGE
..''.- ArJrAOo!!!!rrMENT
SCITEDUI.E B-2
(ExceptJ.ons) apptlcatlon No. V16416
15. EASE!'IENTS' RESERVATIONS Ar.lD RESTRICIIONS AS SHOI{N OR RESERVED ON TIIERECORDED PLAT OF LIONTS RrDGE SUADMSION, FILING NO. 2.
AGE 4
PROJECI:
INTER-DEPART!,TENTAL REVIEW
.41 DATE OF PUBLIC HEARINGDATE SUBMIITED:
CO!{UENTS NEEDED BY:s-*-.ll
BRIEF DESCRIPTION OF THE PROPOSAL:
PUBLIC WORKS
RevJ.ewed by:
Cornrnents:
FfRE DEPARTI'IENT
Revierred by:
Cornnents:
POLICE DEPARI!,IENT
RevJ-ewed by:
CoDnents:
RECREATION DEPART!{ENT
Reviewed by:
Connents:
revised 3/LL/9I
sril
(gooA ln.L
Date:
Date:
Dates
Date:
" l"{r c*g-tvc
61,.n p*[ ePatz t'
S,k pl^)
(- z1-4 tU,f .h (;d f ?n( tuL
J-o6#rti,apqt
"$E/ *brt: v*' Qr?sf
\t
rg$gi:;
SBn:g$isf;4l7lit
TO:
FROM:
DATE:
RE:
Town Council
Connunity Development Departnent
April 17, 1990
A request to amend the
reclassifying Lots 2,
and Lot 1, Filing No.
high severity rockfall
geologic hazard nap by3, 4, 5 Block 3, Filing No. 3,2, Lionsridge Subdivision fromto mediun severity rockfall.
The Hazard Ordinance incl,udes a provision to allow property
owners to amend their hazard designation. The owners of the
above referenced property have subnitted a site specific study to
Justify this anenanent. Thls decision ls the purtriew of the Town
council with no input or reconmendation from the Planning
Conrnission or other Town boards.
The staff has not provided a reconmendation in response to tttis
request. This is due to our lack of expertise in geologic
en{ineering. This discipline, as acknowledged by geologists, is
inherently-subjective and subject to varying interpretations.
The fotlowing is taken fron the 1984 rockfall study that
established the two rockfall zones within the Town:
rrrt uust be understood that the interpretations of many
geologic hazards, including rockfalls, are subjective to
lore degr"e. No tvo geologists would draw run-out lines at
the sane exact location in all areas of a particular study.
By the same token, not all geolog:st would assign the same
dlgree of severity to any Particular rockfall... This not
wiihstanding, theie may be disagreements with some of our
conclusions. rt
It was clearly the intent of the Hazard Ordinance to allow for
rnodifications-to the napping based on site specific analysis. -Itis acknowledge that the town-wide reconnaissance conducted during
the developnent of the 1984 study is not as detailed as a site
specific analysis. In theory, the study subnitted for this
airendnent should provide rnore detailed and accurate information
than the Town-wide study. while we have no reason to doubt the
findings of the report filed for these 5 lots, hre are lacking the
background to provide the 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: 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 1 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 Lionrs Ridge
Loop, Vail, CO 81657.
:
Please feel free to contact me if there are any'questions concerning our
request. Thank you for your cooperation.
I
Sincerely
Bruce O. Canton
7|O \ir€st \€lg
A\,€nue No. 601
O€m€r. Colorado 80227
303-98S6654
R. J. lrish
Consulting Engineering
Geologist, Inc.
October 2, '1989
Canton Constructlon Company
1853 Ltons Rldge Loop
Val.l, CO 81657
Attn: Mr. Bruce 0. Canton
RE: Geologtc Hazards Study, Lots 2, 3, 4 & 5, Block 3,
Ftllng l{o. 3, and Lot l, Flllng No. 2
Llons Rld8e Subdivlslon, Va11, Colorado
Job No. 190(126)
Gentlemen:
A9 requested by your l.lr. Bruce Canton, the underslgned conducted an englneerlng
geologlc reconnalssance of the flve subJect loLs, whlch occupy a sector of the
south-faclng slope of the Gore Creek Valley lmmedlately northeast of the Buffehr
Creek Vall.ey at the eastern end of the l{est Vall area. The four lots are locabed
tn the sldl/ll, N}rl /ll , sec. 12, T.5s., n.81w., Eagle county, colorado (Ftgure 1).
Our obJecllve nas to generally outllne geologlc condltlons across the study area
and to assess ithether any of those condltlons constltute geologlc hazardE
sufflclenEly severe to reetratn or preclude development of the property as
planned. l{e understand slngIe famlIy and/ot duplex resldences are to be
constructed on these four lots.
Froro Llons Rldge Loop, at about Etev. 8l2O feeL to 8130 feet, the lote extend
northHard up the sl.ope of a 1ong, narrorr, wesb-irendlng rldge spur of the Yalley
slope to about Elev. 8260 feet. The rldge crests at aboub Elev. 8440 feet to
Elev. 8460 feet. The slope dlstance from Llons Rldge Loop to the top of the
rldge ls on the onder of 600 to 700 feet. From the rldge crest down to about
EIev. 8220 feet (about the center of the lobs) lhe ground slopes at about 1.75:1 ,
wherqas below that elevatlon to Llons Rldge Loop the Sround slopes at about
3.6:1. lJe underst-encl t'he homqs lr9uld--be--conslructed adJF-cent to Llons Rldge loop
on Lhe flatteF loped sectors of the lot. The steeper, upper part of the rldge
slope ls dlsrupbed by 2 maln rock bluffs ranglng from 10 feet to as much as 50
feeb hlgh. A few Lrees are scaitered acrogs lhe etudy area, but for the nost
part, vegetatlon is ltmlted to brush and natural grasses.
Sedlmentary rocl( strata of the Pennsylvanlan-age (290 to 330 nllllon years ago)
lllnturn Formallon constltule bedrock across the study area. These strata lnclude
malnly sandsiones, a few shales and a few thtck lloestone unlts. These dlp
norLhrrard into the hlllslde at 30o to ltOo.
Consutlari to Designers, Contraclors. Plann€E
R. J. lrish
Consulting Engineering
Geologist, lnc.
Canton Constructlon Conpany
October 2, 1989
Page 2
The bedrock, however, ls blankebed (excepb for the rock bluffs) by slopewash andtalus sotls down to about Llons Rldge Road. BeloH Llons Bldge Road a west-
southwest trendlng rldge spur of glactal moralne ls plastered agalnst the foob ofthe slope (Flgure 2). The sandstones typlcally are flne-gralned and ftne to
coarse-gralned. They are locally conglomeraLlc, thln to oasslve bedded, weak to
strong, and the Jolnts are wldely spaced. The llmestone ls flne-gralned to
mlcrocrysLalllne, stronS to very strong, thlck-bed<led and nlth Jolnts wldely
spaced. The unconflned compresslve strengths of the sandstoneg probably range
from 10,000 psl to 15,000 psl , rhereas lhose of the llmesbone range probably to
30,000 psl. The shale unlts typlcally range from seams wlthln the sandstones to
thln-bedded unlts up to a foot or so thlck. Those thlcker unlts, however, arerare. The uneonflned compresslve strengths of the shales probably range betueen
2,000 psi and 6,000 psi.
The slopewash and taLus soj.ls are unstratlfied, sandy, gravelly, cobbley clayulth scattered boulders. Thls ls malnJ.y sandstone debrls. The solls form an
apron develope<l below the sandstone bluffs dorrn to Llons Rlclge Loop, thus range
fron a w€dge-edge upslope to probably as nuch as 10 to 20 feet thick adJacent tothe road. These solls have been depostted prlnarlly by sh€€t wash, t,hus are
expected to range from loose to medlum dense, and probably are subJect to
dtfferentlal settlement ehen wetUed.
SouLh of Llons Rldge Loop, the glaclal moralne solls are prlnclpally a hetero-
geneoug mlxture of sand, gravel, cobbles and boulders ln a sllt to clay matrtx.
fhe solls lnclude both sandstone and gnanltlc rock debrls.
Except for a potentlal rock fall hazard, we found no evldence of potentlal
geologlc hazards wlthln the sLudy area. So long as dwelllngs afs_Jonstrucged
wlthln these lots t4gloutlrgnlflcantly clgllg1!g_9lg__e-Itg.9lnn ground condlblons,
thus the stabll1ty of thE-Toff5-aItl/or rock wlthln the butldlng sltes and
vlclnlty, slope stablllty should nob be lnpaired. Cuts and fllls on the loLs
should be ile-p-t---l<iF--tf':.e.i---on-ttre--rcrder of.-3 feEC- or lesi), or should be
geotechnlcally deslgned. No unusual or siv-'eTeTe6l;lt]retad66--6'ITliiT-neToffie expected. Bulldtnl,gll=!hpse,
the hazacd to othen property or sffiIures, or to publlc bulIdTnEs, roads, tl
sLreets, rlghts-of-way, easemenLs, utl,lltles or faclllttes.
The outcrops of rock, prlnclpally sandstone but lncludlng sone layers of
llmestones as Hell., Jut out of the rldge slope as lon8, narron bluff3 as much as
50 feet htgh (Flgure 2). Col-c_elvab_ly ro_ck hrooks, al<U4g!_ss-qeU-1d tqp-Ple.from
these bluffs to roIl. and bounce dorm the slope. These theoretlcally could
constltute a hazard to bulldtngs constructed on Uhe slope 5bT6Il--ttiat*ibc* faff
?lsk, ve-belleve, needs lo be consldered In feims of both the pro_ba_blllty of an
event and the severlty of the event (the slze of a partlcular block tha! coulcl
topple)
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canton Constcuctlon Company
Oc[ober 2, 1989
Page 3
lle belleve the rock fallT-lsk, ln terms of probablllty, l.l-low_!or Lols 2, 4 and
nost of 5, but ls Judgea--do-be rnedtun acroas most of Lob'-f an<l a smalL area abthe southeastern corner of Lot F(Ftgure 2). The blufft lbove Lots 2, !, Il and
nosL of 5 are relatlve).y nar-rbT- and are forned of sandstone thaL appears lo berelatively masslve. Although He found evldenee of looseness of a few thln plates
and small blocks of rock, for the most part the rock across the ledge ln thevicinity of Elev. 8330 feet to Elev. 8345 feeE and the more promlnent bluff lnthe vlclnlty of EIev.8380 feet !o Elev. 81120 feet appears to be relatlvel.ylntact. The Jolnts that are open tend to be perpendicular to the slope rather
than parall.el to lt. Moreover, the strata dlp lnbo the slope rather than out,
thus rock blocks are much less 1lke1y to topple ulth those planes as thelr basal
separatlons.
0ver geologlc tlme, blocks have separated from Lhose two bluffs, but mosb of
those appean to be qulte old. Many are partly burled ln the slopewash and talus,
and the fresh rock surfaces orlglnally exposed by the breakup of those roek
masses as they fell are now ueather-coated. Thls evldences eonslderable
anilqully. Wlth rare exceptlon, these blocks have scatLered only about 'l 50 to
200 feet downslope from the bluffs from vhlch they are derlved. The resldences
to be constructed would be placed more than twice that dlstance away from the
bluffg. Most of the rock bl.ocks have broken up uhen they toppled lnt,o smallerplaty masses that have not travelled far from the outcrop. They are trapped by
the vegetatlon and other rock blocks strewn across the upper part of the slope.
He cannot completely dlspel the posslblllty that ln some future tlme large rock
blocks [oppltng from these two outcrops may lnvade L;itg 2,-i-, U;nd 5, but the
geologic evidence lndlcafes that those eventg are rare and the rlsk Iow.
The rock formlng the lorrer bluff from about Elev. 8340 feet to Elev. 8380 feet
and extendlng eastward along the slope above and east of the eastern half of Lot
Irlo. 5 appears to be slgnl.f lcantly more blocky (Ftgure 2). -1'hos6--blocks f rom
place to place appear to be more prone to toppllng uhan el,serrhere rrlthln the
study area. Th19 ls evldenced by a fan of o1d rock blocks that are scatt€red
below the bluff ebove Lot 'l end castHard for about 230 fe€t. Cona€quently, ve
have Judged the rock hazand rlsk for most of Lot I and a small pa!!--g.I-l4.|l-t'o-
oe meorum. fnrs e rocK
blfcks -Lhat can be removed by crou.barrlng. Addltlonally, .tg_]elgg_q. b-le3ks
denoted by Xrs numbered I ancl 2 on the geologlc nap (Flgure Z) g@ur=a g9 r€moved
Ujlghi-jtagling. Alternat,ively, thoEe rock blocks JgCU__b9_-PU4_ed_ rlth_ rock
bolts. Removal appears to u9 to be a preferable ansrrer, however. Scallng of
lobse slabs and blocks could be extended to the rock outcrops to the uest al,so.
Thls uoul.d be nerely an lnsurance measure ghab uould reduce the al.ready low rlsk
of rock falls by only a smalL lncrement.
'lv,(,n
R. J. lrish
Consulting Englneedrg
Geologist, Inc.
Canton Construcllon Coopany
October 2, 1989
Page ll
tfe hope the above conments wlll be of aoue servlc€ to you es you devglop thosepropertles. If you have any questlonr or uould ltkc to dlscuts tny 8sp€cts of
our rork, pleese f€el fPee t,o call.
Consultlng EnglnesrtnS Geologlst
BJI:ct
-------.\-.1.\'-=-=..-
I
I
+l
-N-
I
Io ro00 20'oo 4000
-
SCALE IN FEET
R. J. IRISH
CONSULTING ENGTNEERING GEOI.OGIST, INC.
PROPERTY LOCATION MAP
DATE: 9/3Ol89 JOB NO.: l9O (1261
FIG. I
EI6cf;a<zn-6,rFH=crdN188oEZ8Zd-tu9(,ooI:c.atz=FJelii:l**lillll':ft1flEE E 'i l--" L
{t [..*rt,L"t, t
fl\bX/\ Lq ^n
To: Town councit 5...*A\\-D
FROM; Conmunity Development Department L-- no- \-/
DATE: April L7, l99O
RE: A request to amend the geologlc hazard nap byreclassifying Lots 2,3,4, 5 Block 3, Filing No. 3,
and Lot 1, Filing No. 2, Lionsrj.dge subdivision fronhigh severity rockfall to mediun severity rockfall.
The Hazard Ordinance includes a provision to allow property
owners to anend their hazard designatj.on. The owners of the
above referenced property have submitted a site specific study tojustify this anendrnent. This decision is the purview of the TownCouncil with no input or recommendation fron the Planning
Commission or other Town boards.
The staff has not provided a reconmendation in response to thisrequest. This is due to our lack of expertise In geologic
engineering. This discipJ-ine, as acknowledged by geologists, isinherently subjective and subject to varying interpretations.
The following is taken frorn the 1984 rockfall study that
established the two rockfall zones within the Town:
ItIt must be understood that the interpretations of rnanygeologic hazards, including rockfalls' are subjective to
some degree. No two geologists would draw run-out lines at
the sane exact location in al,l areas of a particular study.
By the same token, not all geologist would assign the same
degree of severity to any particular rockfall... This not
withstanding, there may be disagreernents with sorne of our
conclusions.rr
ft was clearly the intent of the Hazard ordinance to allow for
rnodifications to the rnapping based on site specific analysis. It
is acknowledge that the Town-wide reconnai-ssance conducted during
the developnent of the 1984 study is not as detailed as a site
specific analysis. fn theory, the study subnitted for this
anendment should provide rnore detailed and accurate information
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
recornmendation with regard t,o the reports validity.
:
75 roulh frontaoe road
vrll cdorldo 81657
(303) 4792138
(30n) 47p2139
April 18, 1990
Thank you for yourfeel free to callthis project.
Sincerely,
otfice ol conrmunny deYdopment
I'lrs. ,IilI S. DowdP.O. Box 3128Vail, CO 81058-3128
RE: Lo!9.2, 3, 4, 5, Filing 3 and lot 1, Flling 2, LionsridgeSubdivision.
Dear Urs. Dowd:
on April 17, 1990 the Tohrn council accepted the geologic hazardsluqy by R-J. rrish on the above refereirced lots and directed thestaff to araend the official rockfalr nap accordingly. Therockfall nap will be rnodified to indicate that th6sl five lotsare now classified in the moderate severity rockfall zone. rnaddition, _the rrish report and a copy of tiris retier wilr beincruded in the peruranlnt files for-each of these five rots.
patience during this review process. please
ne with any questions you may have regarding
A*'$A6v---
Tom Braun
Town Planner
TB/pp
c
i
Office of Community Development
Town of Vail
75 S. Frontage Road
Vail, Colorado 81657
March 12,1990
Subject: GEOLOGIC HAZARD CLASSIFICATION for Lots 2, 3, 4, S,
Block 3 Filing No.3, and Lot I Filing No.2, Lionts 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 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.
Please feel free to contact me if there are any questions concerning our
request. Thank you for your cooperation.
Bruce O. Canton
Sincerely
n01 Wbst Yale
A\€nue No. 601
Oen\€r, Cotorado 80227
303.986-6658
R. J. lrish
Consulting Engineering
Geologist, Inc.
OcLober 2, 1989
Canton Constructlon company
1853 Llons Ridge Loop
VaIl, C0 81657
Attn: Mr. Bruce 0. CanLon
RE: Ceologle Hazards Study, Lots 2, 3, 4 & 5, Block 3'
Fillng No. 3, and Lot 1, Flling No. 2
Llons Rl<lge Subdivtsion, Vall' Colonado
Job No. 190(126)
Gentlenen:
As requested by your Mp. Bruce Canlon, the underslgned conducbed an englneerlng
geologtc reconnaissance of the five subJect lots, Hhlch occupy a sector of lhe
south-facing slope of the Gore Cneek Valley lmne<ltately northeast of the Buffehr
Creek Va]ley at the easLern end of the West Vall area. The four lots are located
tn the SW1 /4, NWl/ll , Sec. 12, T.5S., R.81W., Ea8le County, Colorado (Flgure 1).
Our obJectlve Has to generally outflne geologic eondlBlons across the gtudy area
and to assess shether any of those condlttons constlEuts Beologlc hazarcls
suff lclenEl.y severe to restnaln or preclude development Of the properfy as
planned. He undersLand slngle famll.y and/or duplex resldences are !o be
ccnstructed on these four loLs.
Frorn Llons Rldge Loop, at about Elev. 8120 feet to 8130 feet, the lots extend
northHard up the sl.ope of a long, namolr, ses!-Lrendtng rldge spur of the Yalley
slope to about Elev.8250 feet. The rl<lge crests at abouL Elev.8440 feet to
Etev.8460 feet. The slope dlstance from Llons Rldge Loop to the top of the
rldge ls on the order of 600 to 700 feei. Fron ihe rtdge crest dorn to about
EIev. 82ZO feet (about the center of the lots) the Sround stoPes at about 1.75:1 ,
nhereas below lhat elevallgn to Lions Rldge Loop the ground slopes at about
3.6: 1. lJe underst_ag9_lhq_lgme:-lcUld-lelongtructed adJacent to Ltons Rldge Loop
on the flatlei:Ilop;d ,tc'"ors oI- tne lot. The steeper, upper part of the rldge
slope ls <tlsrupted by 2 main rock bluffs ranglng from l0 fee! to as nuch as 50
feet hlgh. A fel., trees are scattered across t,he study area, but for the npst
part, vegeLatlon ls llmited lo brush and natural grasses.
Secllmentary rock sBraLa of the Pennsylvanlan-age (290 to 330 ml111on years ago)
HlnUurn FormaLion constitute bedrock across the sfudy area. Thege strata lnelude
malnly sandsLones, a few shales and a few thlck limesbone unlt3. ?hese <l1p
northHard into lhe hiuside al 30o to ll0o.
Consulta to Designers, Contradofs, Plannets
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canton ConsLructlon ComPanY
October 2, 1989
Page 2
The bedrock, however, 1s blanketed (except for the roek bluffs) by slope$ash and
taLus solls down to about Llons Rl<lge Road. Below Llons Rldge noad a Hest-
southyest trencllng rldge spur of glaclal moralne 19 plastered agalnst the foot of
the slope (Flgure 2). The sandstones typlcally are tlne-gralned and flne to
eoarse-gralned. They are locaUy conglomeraLlc, thln to oasglve betlded, reak to
strong, and the Jolnts are Htdely spaced. The llmestone 19 flne-Sralned to
mlcrocrysLalllne, strong to very strong, thlck-bedded and wlth Jolnts rldely
spaced. The unconflned compresslve sLrengthe of the sandstones prgbably range
from 10,000 psl to 15,000 psl, nhereas those of the llnestone range probably to
30,000 pst. The shale units typlcally range from seans wlthln the sandslones to
thln-beclded unlts up to a foot or so thlek. Those thlcker unlts, however, are
rare. The unconflned compresslve strengtm of the shales probably range betveen
2,000 psl and 5,000 pgi.
The slopewash and talus solls are unstratifled, sandy, gravelly, cobbley elay
$lth gcattered boulders. Thls 1s nalnly eandstone debrls. The solls form an
apron developed below the sandsLone bluffs down to Llons Rldge Loop, thus range
from a nedge-edge upslope to probably as much as 10 to 20 feet thlck adJacenL to
the road. These solls have been deposlted prlnarlly by sheet r.ash, thus are
expecLed to range From loose to medlum dense, and Probably are subJect Bo
dlfferenblal settlement when relued.
South of Llons Rldge Loop, Lhe glaclal norai,na solls are prlnclpally a hetero-
genecus nj.xture cf sand, gravel, cobbles and boulders 1n a sllt to clay natrlx.
The solls lnclude both sandstone and granltic rock debrls.
Except for a potentlal rock fall hazard, we found no evldenee of potentlal
geologlc hazards wlthtn the sludy area. So long as dwelllngs a-re-coostrueted
rlthln these lots Hlthout elSnlflcantly c!9llg$g_9b9_exls!1,n9-Sround_,eondl_llons'
thus rhe srablrtrroTTh-e-To-ng--dna/dF- roek r{lintn tne buildinc 3-rrei ano
vlclnlty, elope stabllity should not be lDpalred. Cuts ancl flIIs on the Iots
shoulct
- be EEitt-16-lf--tI:e.;-Oh---blre-order of--3 feet or lesi), ol_!!9919_be
Beotechnlcally desl8ned. No unusual or sdv^-eF EeoioSy-relatG6'-El-iTif-ng
ffiie expected. Bulldlnr,el.t ,ihes.e sltes should not lncreaseil
the hazard to other property or sffitures, or to publlc bulTilTfr-gs, roads, (l
sireets, rlghts-of-way, eaaenents, uttlltles or facllltles.
The outcrops of rock, prlnclpally sandstone but lncl,udlng sorne layers of
llnestones as rel1, Jut out of the rj.dge slope as 1on8, narron bluffs as ouch a3
50 feet high (Flgure 2). Conc_elvably rqqk-!fock!-gnd-_plg!.9s-cqq-l-d -!--qP.ple frort
these btuffs to roil and bounce dorn the tlope. These theoreulcally could
constltu!e a hazard to buitdtngs consbructed on the slope--5efow--'fh6E'iock fall
iiix, *ctue'ITe6l-n-eeol-to he pro_balllIty of an
event and the sevenlll of the event (the slze of a parblcular block that could
topple )
I
R. J. lrish
Consulting Engineering
Geologist, Inc.
Canton Constructlon Company
0clober 2, 1989
Page 3
tle belleve the rock fall r-tk, ln terms of probablltty, l.s__lo_Uor Lots 2, 4 and
most of 5, but ls Judged to be medium across nost of Lot 1 and a 3nal1 area at
the goutheasLern corner of Lot E--(F-tsure 2). The bluffs ibove Lots 2, J, ll and
nost of 5 are relatlvely ndri"-oT-and are formed of sandstone that appears bo be
relatlvely drasslve. Although we found evldence of looseness of a feu thln plates
and small blocks of rock, for the Dost part the rock across lhe leclge tn thevlcinlty of Elev. 8330 feet to EIev. 8345 feet and the oore pronlnent bluff tn
the vlctnlty of EIev.8380 feet Lo Elev. 81120 foet appears to be relallvely
lntact. The Jotnts thaL are open fend to be perpendlcular to the slope raLher
than parallel to lt.. Moreover, the strata dlp lnbo the slope caLher than out'
thus rock blocks ane much less llkely to topple rlth those planes as thelr basal
separatlons.
0ver geologlc time, blocks have separafed from those buo bluffs, but mos! of
those appear to be quite old. Many are partly burled ln the slopeHash and talus,
and ihe fresh rock surfaceg ortglnally exposed by the breakup of those rock
masses as they fell are nor. Heather-coated, Thls evidences conslderable
antlqulby. Hlbh rare exceptlon, these bfocks have scattered only abouL 150 to
200 feel downslope frorn the btuffs from nhlch they are derlved. The regldences
to be conglructed would be placecl more than tslce tha! dlstance aHay from the
btuffs. Mos! of the rock blocks have broken up uhen they toppled lnto smaller
plaLy masses Lhat have not travelled far from the outcrop. They are trapped by
the vegetatlon and other rock blocks streltn acroes the upper part of the slope.
tle cannot compleLely dlspel the possibilliy that in some future llme large rock
blocks Uoppling f rom these tHo outcrops may lnvade tr9C--s 2,.'3,-4 -bnd 5, but the
geologic evldence lndlcales tha! those evenls are rare and the rlsk 1or,.
The rock formlng the louer bluff from about Elev. 8340 feet to Elev. 8380 feet
and extendlng eastward along the elope above and easb of the eastern half of Lot
No.5 appears to be slgnlflcanbry nore brocky (Flgure 2). -Thoid_blocks from
place to place appear to be more prone to toppllng than elserrhere xlthln the
study area. Thts ls evldenced by a fan of old rock blocks that are scaLLered
beloH the bluff above Lot I and €astHard for about 230 feet. Consequenbly. uo
have Judged ehe rock ha?C!E-4-g! for nost of Lot 'l and a small Part ,-of Lot s t"
ue oeirui. Thrs lng the rock
bldcks-that can be removed by cros[aFnlpg. Addltlonally,_.tu9_f1l-ger bloeks
denoted by X's nr.uaber;d 1 and 2 on the geologlc map (Flgure 2) 1!ggl!-!9 removed
ltl-tght-ifasllne. Af ternaLlvelv, lhose rock blocks coul.d- U1!SaQ{- rlth- rock
bolts. Removal aDpeans to us to be a preferable ansrrer, however. Scallng of
loise slabs and blocks coulcl be extended !o the rock outcrops to the rrest algo.
Thls uould be nerely an lngurance neagure that nould reduce the already lov rlsk
of rock falls by only a small lncrement.
'hv-(,"
R. J. lrish
Coneulting Engineering
Geologist, Inc.
Canton Constructton Coopany
Ociobcr 2. 1989
Page {
Ie hope the abov. ooanent! rtU br ofpropcrtler. If you hlvs rny quarttons
our york, plcase fcel tree to o!ll.
loD€ lerytoe to tou 8! lrou devclog thescor rould ltk. lo dtlcusr eny espcotc of
Conaultlng Engtncerlng Geologtct
RJI:ct
NS-iu#y',
N
l
,F
-N-
Itooo zdoo:
SCALE IN FEET
R. J. IRISH
CONSULTING ENGINEERING GEOI-OGIST, INC.
PROPERTY LOCATION MAP
DATE , 9,/30/89 JOS NO.' l9O (126)
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Project Appticatio"t) U-
Date
Proiecl Name:
Proiect Description:
Contact Person and
Owner, Address and Phone:
Architecl. Address and Phone:
Legal Description: Lot
Commenls:
Design Review Board
Molion by:
"^," sl8lffu
APPROVAL DISAPPROVAL
h0, =fo.*, Pfrla''',
Summary:
Seconded by:
Town Plan ner
Date:
El statr Approval
V\tt r -r..."\- atot
O Prolect
^rrt,"rr""tb
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!lr . .,1
P-roiect Name:
Proiect Description:
Contact Person and Phone i'\ri- -D -flr t t r'-\ 'i'i'l '; l/>0
I
Owner, Address and Phone:
'T.f-lf -\r"t /-.,-i1i ,* i A1e \il-l
Architecl. Address and Phone:
Legal Description: Lot Block riting L tlr-t>Q r-I..- |'(-r Z , 2on"
Comments: -:t.i$.- {-rt t,'r---, t./.,lr\, '". .' -\ 'l)r,1'.y Jl'if
'- Y-'\. c i 1l\ /
--ti: , <iiir-t '"f-lc,,iritt;{l }ri'.,/ r *ri\L i?: ,/1"{r' 5li)/li,-
Design Review Board
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
i y,t.
Dale:
Town Plan ner E statt Approval
,+).f* -{ '
I
Proiect Name:
i -.,r --,--J -.t I
V\tf '-r '- "'\' ''\c\
Prolect AppttcattoJ
tr vl},,
Proiecl Descriplion:
Contacl Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
({ rl I
Legal Doscription: Lot ,-ri**]f \- ' /.t I , Zone
Coriments:
Design Review Board - ivili_n"ro4
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
. : l; rri ;'t lr ,i '.i1, :( t(Vttt',,'
Town Planner
Date:
E statt Approval
75 south trontage road
vail, colorado 81657
(303) 476-7000
May 12, 1986
olflce of communlty development
Mr. Jack Hunn
Vail Associates, Inc./Beaver Creek
P.0. Box 7
Vai1, Colorado 8.l658
Re: Design Review Board Submittal for the Johnston Residence, Lot 1,
Li onsri dge Fi I i ng 2
Dear Jack:
I have reviewed you Design Review Board submittal and will need the fo1 Iow'ing
additional information:
1. The driveway grade may be at a maximum slope of 8%. The Design Review
Board also suggested that parking and the turn-around area should be
given carefu'l attention.
2. A materials list as well as materials samples should be submitted.
3. A landscape plan should be submitted.
4. The site should be staked for the meeting on May 2lst.
5. Retainage should be clearly defined and wall heights ca1 led out.
Materials for the retainage should be defjned. One board member also
asked that the stair system be clearly indicated on the site plan.
6. The highest roof ridge elevation needs to be indicated on the site plan.
7 . A ut i I i ty veri fi catj on form shoul d be compl eted.
8. A stamped survey should be subm'i tted.
9. This property is in a high severity rock fall area and 40% slope area.
Special conditions apply to this type of a lot. I have enclosed a
section of the zoning code on lots having 30% slope or greater as well
as the ordinance on geological'ly sensitive areas. This site will needto have a soi'l s and foundation investigation, engineered foundations bya registered engineer, a revegetation plan, site spec.i fic geologica1
'i nvestigation, and other specia1 reports as defined jn the zon.i ng code.
Please look
thnough this sectlon of the code careful'ly.
10. A dnainage p'lan is needed.
11. P'lease note that there ls a flve foot helght llmit ln the crawl space onyour first level.
Please submlt thls lnformetlon by ttlay 16, 1986. Thts wlll allon soop tlne
before the meetlng to actual'ly_go over the new Informatlon. If you havc anyquestlons about this review, please feel free to call ne.
Sl ncere'ly,
Krlr^ 0ift
Krlstan Prltz
Town Planner
KP: br
Encl osure
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for
sFR, R, R P/S 70llt ! t\atrlrb
DISTRICTS
FilingLegal Description: f-ot t Block
-
.a\orner '..]bhhJVA Archi tect
Zone DistricL
Lot Size
He i ght
Tota'l GRFA
Prinary GRFA
Secondary GRFA
Setbacks:
Front
' Si des
Rear
llater Course
Site Coverage
landscapi ng
Parki ng
Cred'i ts:
Garage
l'lechani ca'l
Ai rl ock
Stora ge
So] ar Heat
Storage
Dri ve: 51ope Permi- tted
Envi ronmenta'l /Haza rds :
Proposed Use
Al'l or'red
@
@
@
Proposed
J}}s
(3oo) (600)
( eoo) ( r2oo)
(so)(loo)
(2s) (so)
(2oo) (4oo)
ry
,ro
+?
tlo 51 ope Actua'l
Ava'l a nch e
Fl ood P'l ai n
Sl ope
.ll II\ln flrob-
.\ 0\h\ fYnr-
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-
l*Ho0t' Nfl\ Ss*^\ e"I4o\\
----ffinltN---!-Tb
Zoning: ApProved/DisaPProved Da te:
c 7
Proiecl Application
o^t, //-3-70
Project Name:
Project Description:
Owner Address and Phone:
t-\ \/// ^ ,
Architect Address and Phone: /-/ et-C'<-
Legal Description' 1s1 I , Block
Zone:
Zoning Approved:
Design Review Board
Motion by: 5^"-1 -
ITIT
I al5lr-.c, 1i,r-r
Seconded by:
tt - {ro
DISAPPROVAL
///t1
Chief Building Official
r 1)o
IIIi
t ZONE CIIECK
forR, R P/S Z0NE DISTRiCTSsFR,
Legal Description: Lot / Block
ormer furcufdn/Architect [;/// ?,Yt,t'aE f/ / f/7
Setbacks: Front-Aequfft-d lo;'--Fi'oiilsea t'/
Sides-Required 15' Proposed /2,
. Rear -Required 15' Proposed ,::/?
llaterccurse-required - fu/ Proposed
Proposed
Proposed
Proposed
Proposed
Proposed
Prcpcsed
ActuaI
'Ava'lanche 'l'',
Fl ood P'iain
Sl ope
GRFA: A'nor.red | 4or7 /'i , ,/^ ,, -,y'GRFA: Primary Allor+ed 764 ''-' (/ , Primary
t.
Secondary Allor'red 2.7'79 (/ Secondary /58<
Site Coverage:
Landscaping:
Parking:
Alloived loltr
Required //'./o
Requi red
-; /,'
.,///c:
Drive: slope Permitted f'/o st"p"//'/ o - ttftr,/t ;,1' r,l, ! t
Filins /rrrlli,,-ru' 'y't ;#ZU
Conments:
D.:ts:Zolinq : /lpp:'ovr:!,/D'! s,.: p!rro";ri
LIST OT
NAME OF P
LEcAL DEScRI PTroN-J
--LorDESCRIPTION OF PROJECT
MATERIALS
2'A'FrLrNG
The
to
A.)
following information
the Design Review Board
BUILDING MATERIALS:
Roof
Siding
Other l{a1l Materials
Fascia
Sof fits
Windows
Window Trim
Doors
Door Trim
Iland or Deck Rails
Flues
Flashings
Chimneys
Trash Enclosures
Greenhouses
Other
is required for submittal by the Applicant
before a fj.nal approval can be given.
Type of Material Color
B.) .PLANT
MATERIALS(Vegetative, Landscaping Materialsand Ground Cover)
Eotanical Name Common l{ame
including Trees, Shrubs,
Size
/hhjq4
/
Quantitvrz
A------€r!--
Ary*r@ry
Project Application
on" f-'244.-
Proiect Name:
Project Description:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot f , Block
Zone:
Zoning Approved:
Motion by:
Deslgn Review Board
,^," /rr/uo
DISAPPROVAL
Seconded by:
APPROVAL
Summary:
Chief Building Off icial
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Proiect Name:
:o Project Application
.Jj'
o^," tofr6/fc/
Proiect Descrip{ion:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot | , Block Filing
Zone:.
Zoning Approved:
Design Review Board
/ o -2-"7
Motion by:
Seconded by:
Zoning Administrator
Date:
Chiet Building Official
Date:
. ;". . *F.lv: ,- .. t . ..i,,!-.
/,.
\l'itlt,Project Applicalion
o"r" lO- L - tA
..-\ o
Oescription:
Address and Phone:
Architect Address and Phone:
Lelal Description: Lot
I
T , Block
'"t lone:
Zoning Approv€d:
Design Review Board
Motion by:
o^,. t ar/ r s' /trd
OISAPPROVAL
Seconded by:
APPROVAL
,,,f!,ii. -:' '*i;.1,1':
Summary:
Zoning Administrator
Date:
Chi€t Bhtding otticial
Dat€:
,
<i.rF','r!. . . :E i.--.i. _ir.::!;
, L.
Prorecl Name:
' r-.-r *ri!,..rrrirr - -.. _.jr+. -'rqF?1.!tf'ji 1t.' /r.li{.. illr Fn- \ r.!..arriF i,r !r'|a{.r}r"/ {it>f
a ProjectAppticatton ?- i:
' q-cn,.,o "f - 1
Proi€ct Description:
Owner Address and Phone:
Architect Address and Phone:
Legal Description: Lot
Design Review Board
DISAPPROVAL
Summary:
Chi€f Bhlding Ofticial