HomeMy WebLinkAboutTHE VALLEY PHASE V SOL MONTANA TOWN HOMES LEGAL FILE(}
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box 100
Yail, colorado 81657
{3031 476-5613
department of community development
July 20, 1981
Ron Abo
1459 Ogden St.
Denver, Colorado 80218 RE: DRB Submi tta'l of 7 /I5/8I
Dear Ron:
At thejr July 15, 1981 meeting, the Design Review Board gave
final approval to the Sol Montana duplexes. Approval was for
a G.R.F.A. of 2200 sq.ft. for the primary units (including loft)
and 2168 sq.ft. for the secondary units for a total square footage
of 8736 sq.ft. A'lso the timber retain'ing walls on the south side
are to be elimjnated and the grade brought to a 1-2 slope and
matted during revegetation.
Peter Jamar
Town Planner
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Project Application
Proiect Name:
Project Description:
Contact Person and
Comments:
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Legal Description: Lot It:-,,o"rfr*Z , r*nn
a" 6 /b/
Owner, Address and Phone:
Architect. Address and Phone:
Design Review Board
Morion by: /(' '.'-r: (
seconded or, Crlo,rrrrz
,E7 4'/Lappaovat
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,,' Town Plan ner D Statt Approval
FOiM t88 - OESIoNEO FOR USE WTll COMpANtOtT ! tft DU,O-VUE EttVELOpE .rcrcryfrea,|41 JE/5E75 - NEW ENOLANO BUSTNESS SERV|CE. tNC,. |OWNSEND,
'ttAss.
Ot169
Phone3o3 4t+.s2s7 1ffi'5&o
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"^" 1tt[F)Gunningham Gonst. & Dev. Gompany
P. O. Box418
VAIL, COLORADO 81657
TO
E URGENT
E soor/ /s PosstBLE
D NO REPLY IIEEDED
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SI6NED
REC|P|ENT: WRTTE REPLY, RETURN WHI|E TO SENDER. KEEP TH|S PINK COPY.
Projecl Application
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Date ,6-) - El
Projecr NamJ: SO\
Project Descrip tion, 2 - so)ac c)-,)C XEJ
Contact Person and Phone 176-laia- qq?-6?6S
Owner, Address and Phone:
Legal Description: Lot-:| ,{-?Alock ,u^n tt hr, V^llel
Com ments:
"" -:a"^, llbo lzlf 7 &rseo St gal-osctu
J-\ \'/I i /P/1. t F f- (ra^ 1\Cj J-lLItv\ \ lu(16
Design Review Board
Date
Motion by:
Seconded by:
DISAPPROVAL
{O
Su mmary:
3.@/14r'1/f/tf
r?t774711, r',,/6 l4/+tLS.
E statt Approval
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SOL MONTANA TCIfNHOI,IES I,AN6 CAPE LIST
PIANTS:
F?
25 Native sage y' cal
9 Green SPruce 5 r 4"<,1 ,
./a ilz-Aspen 2 " Dia .
,,Ar-* Aspen l" Dia.
24 coldtip Pfitzer 5 Gal
5 American Holly 5 Gal
27 Potentilla / Cal
_l 3., (: _H sp^Native wild fJ.owey's (indian paint brush, daisy, etc.), Wild
gfrass seed mix (blue, brome, clover, timothy, rye, vasque).
MATERTALS:
I t, Erosion control mat
)t, ' $ in. PiPe sleeve n-- /a''1 tr-
Peat moss
Top Soil
It in. irrigation tap
t
CIT CO4I'IITMENT iI
LJNDCI€D4ENI I!O.
BiDCRSEI,IENI TO COfiIIMENIT
Reguirerrent D rnder Sctredule A as shcxm on the above nwrbered
canrnitfient is heregz deleted.
In all oEher respects, tllis c qnnltrnent sha II remajn the same.
TMNSAI4trIUqA'I'ITD[ INSUI{ANCO CO.
DaEed:
7/L3/8t
Cunninghan Cqrst.lb
/rtT CIIED TC Al.lD FCR4ING A PARI
street I d 1
4105064
box 100
vail, colorado 81657
(3031 476-s613
June 19, 1981
Paul Koppana
Box 2124
Vail, Colorado 81657
department of community development
RE: DRB Submittal of 6-17-81
Sol Montana Townhomes
Dear Paul:
At the June 17 meeting of the Design Revjew Board, your submittal for 2 solar duplexes was gjven preliminary approval wjth the following
stipulat'i ons: show trees to remain on site, submit color of stucco
to staff, obtain Public llorks Department approval , vacate easements,
provide more deta'i I on 'landscaping and irrigation, and submit elevation
of parking garage and retajn'i ng wa11s.
Peter Jamar
Town Pl anner
Si ncerel
NAIII OF PROJECT 5ot-
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fOG ruTnfrft "-i:,.,- rrJ HornL'-,
'l;IS'l' OI: I{ATliR IALS
Pfifi*. ---TEGAL DuscRIP'l'IoN: LoT I +? #dfR- E_i.rttnc_51=:hr-
DESCRIPTIC:i OF PROJECT 2 i-X.'.',.>ivr: !'h.C 6.p\6N:\
The follorring information is
Board befc:'c a final approrral
A. BUILDING IIATERIALS
Roof
Siding
Other Wal1
Fascia
Soffits
Itlindows
Windolr Trin
Doors
Door Trin
Hancl or Deck Ra.i ls
F lues
Fl ashings
Chir:meys
T'rash Encl osures
Greenhous es
Other
PLANT MATERIALS
(Vegetati-ve, Landscaping
Botanical Nane
required for subnittal by the applicant to the Design Review
can be givcn:
Tyle of Itlatgrial Color
Mat erial s
t'p.\t:tr,,\ :od coo€ + oc Red qec''-_!gs!+rq!_c\
Cedo-c
NA!ftNJ SALFR QOtit(SDR PANttS
Ilaterials including Trees, Shrubs, and G
Conunon Narne \\uant it
PRtecc
B.
mr-qho i)ine.r pc\ + \\\\q
r-l\J qrcss
Ll-6
d Cover)
Si.ze
1l
I
l,t
t:!-
--'l e
-' -,5- C.6-E t*_"
c. olliljR t,AN.pscAPg F[A'rutr[s
(Rctaining Walls, Fcnccs, Swirnming Pools, ctc.) I'lcase spccify.
-t rt
;
(Acceptable) (Not Acceptable)
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ENGINETRING CHECK LIST
Subdivision
Lot
Bl ock
Fil ing
1. Submittal ltems
2.
(A) Topo Map
(B) Site Plan (c) Utitity Plan
(D) Title Report
( E) Subdiv i sion Asreem"{( fl_gppfjsqbt "t
[,nqineering Requirements \-lvewe
(A) Culvert Size /2"
( B ) D r i v er.ray Gra del 87-Eali-0\cJTi-)--
3. Source of Uti'lities
A
D
C
D
E
F
El ectri c
uc5
Sei,ler
l.later
Te) ephorie
Tlt
4. Corrunents:
Approved:
Di sapproved:
Departmcn'i of Public l,lorks
Bil l Andrcrr,s
IVED FROM l.i"ri\\ t \"1.,
RICEIPT - The Town of Vail
a:,
le--:-L Ng 1404,1
K.,
ADDRESS
rro*r sl:o'-
Pemit Numbers
-HOW PAID-Cash-Ch""U /
PAVEE THIS STAIEMENY AEFORE DEPOSITI NG Cunningham Koppana Venlure I
.OAYE ACCOUNT OR tNvotcE No.DEsCRIPTION AMOUNT OISCOUNT OR
OEOUCTION NET AMOUNT
'';-
s-ls-E\o S\^ cp\cc-\ort Q<=ZO.a
EMPLOYEE.S
NAME Cunningham Koppana Venture I
PAY PERIOO
ENOING
NET
EARNINGS
PAI O
EMPLOYEE: THIS IS A STATEMENT oF YoUR EARNINcs ANo oEDUcTIONS FOR PERIOO INOICATEO, KEEP THIS FOR YOUR PERMANENT RECORO
DRB SUBMITTAL CIIECK LIST
projcct *r..5 o'l h q'f iFo
Checked
-t- t, i ?-(J,.\ J r !
-
NEW CO)iSI'RUCTION
l.
2.
3,
4...
5.
6.
Stamped toPograPhic maP (2 coPies
Site plan showing utilities (2copies)
ULility location verification
Prelirninary title report (1 copy)
'Landscape Plan (2 coPies)
Architectural plans (2 coPies)
(all floors and alt clevations)
Materials list (l set)
Color Sanples (1 set)
Subdivision agrecrnents
t/
t/
t/
' =-Yt{
t/
7.
8.
9.
I.IINOR ALTERAI'IO}JS TO TIIE
(if applicable)
EXTIRIOR OF BUILD1NGS
1. Photo or sketch shos'ing altelatiorts
(2 copics)
2.
3.
5,
Site plan (2 coPics)
' llaterial specifications (2 sets)
Color sanrples (2 sets)
Letter of approval fron condo assoc'(if applicable)
ADDITIONS - RESI.I)TNTIAL 0R COII|'IERCIAL
1. StanPed toPograPhic survcy
2. Original floor Plan (2 coPics)
3, Ncw floor Plan (2 coPi'cs)
4, Sitc Plan (2 coPics)
5. Dlcvations (2 coPjcs)
6. t'hotos of cxistirrg structul'c (1 sct)
7. trbterial -spccif ! crrtions (l sct)
8. Col or sarrrples (l sct)
'aF
I I
i
Sol nc}rnf, n Tc.,nt rrrrk
REVISED DRB PROCEDURIS AND INSTRUCTIONS
DATE: March, 1981
T0: Architects working in the Town of Vai'l
FROl'l : Department of Community Developrnent, Town of Vail
The Design Review Board meets the lst,3rd, and 5th Wednesdays of each month
at 2:00 p,m. Below are the dates of the meetings 'and the Levised deadline
dates for submitting applications for those meetings. Due to an anticipated
fieavy building season and deadlines for publishing agenda items in the Vail
Trail, the submittal deadline has been increased by one week to allow the
staff tjme to study the submittal materials and meet publishing deadlines.
Materials must be submitted no later than 4:00 on the deadline date. The
new submittal period will beg'in with the Aprii 29 meeting so that submittals
for that date must be turned 'in on April 13.
There is also a revisionincluded in the submitta'l requirements that you
should be alare of. A ut'i fity verification form, which is enclosed, notrl
replaces the need for separate letters fron each utility; holever, individual 'letters wjll also be sufficient for the requirement. No submittals will be
accepted unless thev are complete. If you have arry questions, please cal 1
Peter Jamar or Betsy Rosolack at 476-7000, ev.t. 236.
MEET I NG
April 1
April 15
Apri 1 29
May
l"lay
June
June
July 1
Jnly 15
July 29
August 5
August 19
Septcnber
September
Septenber
0ctober
0ctober
November
Noveurber
Decenrber 2
December 16
DEADL INE
6
20
L7
March 23
Apri I 6
Apri 1 13
Apri'l 20
May 4
May 18
June 1
June 15
June 29
July 13
July 20
August 3
AugLrst 17
August 31
Septenber 14
September 21
0ctober 5
0ctober 19
Novenrber 2
Novembcr 16
Novenber 30
1_
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a1 LL
tl
10
t
IMPORTANT NOTICE
REGARDING ALL SUBMISSIONS TO TIIE DESIGN REVIEW BOARD:
l. All new buildings will.require a site visit by either the.Design Review Board
6?TfrE-trFF. *T6ur building locations and driveways must be staked'
2, The review process for NEW BUILDINGS will nornally involve two seParate neetings
of the Design Review Board, so plan on at least two weeks for their approval.
People who fail to appcar before the Dcsign Review Board at their scheduled
meeting and who have not asked for a postponenent will be required to be re-
published.
The following items no longer have to be presented to the Design Review Board.
They, however, have to be presented to the Zoning Adninistrator for approval:
a. Windows, skyLights and sirnilar exterior changes that do not alter the
existing plane of the building.
b. Builcling additions that are not viewed from any other lot or public space,
have had letters submitted fron adjoining property or.ners approving the
addition; and/or approval frorn the agent for, or manager of a condorniniurn
association
3.
4,
I.
l"lAlURlAl- T0 llL sul!fll'f'l[D
NEW CONSI'RUCTION
A.To ranh i c and s ite lan of site containin thc fol l owin (2 copies):
Licensed engineerr s or surveyorrs stanp,
Contour intervals of not rnol'e than 2r unless the parcel consists of 6
acres or more, in which case, 5r contout intervals will be accepted'
Existing trees or groups of trees having trunks with dianeters of 4" or
nore one foot above grade.
Rock outcroppings and other significant natural features (large boulders,
intennittent streams, etc. ) .
Avalanche areas, 100 year flood plain and slopes 40eo ot nore, if applicable.
Ties to existing benchnark, either USGS landmark or sewer invert '
Locations of the fol lowing:
a. Proposed surface drainage on and off site showing size and type of
culverts, swales, etc.
b. Exact locations of all utilities to inclu.:lc existing sources and
proposed service lines fron sources to the stlucture. Utilities to
inc lude :CADIE IV
t e 1 ePhone
sewer
wat er
8as
1.
2,
3.
4.
5.
6.
1
electric
c.. Property lines showing distances
d. Proposed driveways ,ith p"tc"nt
e. Al 1 eascments
and bearings and a basis of bearing
slope and spot e l evat ions
8. Existing and finishcd grades
9. All existi.ng and proposed i.mprovements including structures, landscaped
areas, Service areas, slorage areas, tt'a1lls, driVeways, off-Street parking,
loading areas, and other site inprovenlents.
10. Elevations of top of roof ridges (with exist-i;;g grade shorrrl underneath)
to detentit.te height of building.
To bc sirbrnitted with site plan,
C. Prelirninar.;l !1!]c rePort to accorlpany a]. I subrrit_lj_]j, to iitsure propcl'ty
orr'rrcri rty.
D. Lq4:..19j]_g (lr'= 20' or largcr) - 2cof,'ies
1. Show the location of 4'r dizimcter trecs, otl',i.)r' .shrubs atrcl nativc plants
that are on t[c sitc and t|c location and clcsi ln of proposcd larl<lscape
area with thc varieties and aplrloxitnlte sizc.: of plalrt lnatcrials to be
Pl.ar-rtcd.
2, Conplctc lattdscapc materials list-.
3. Dcsi.gnatc trcc-'; to bc savcd and tlrose to bc ltr:;t.
NOllj: As mrrch of thc nlXrvc inforrnation as ptrssiblc sltottl,l occl.lr oll thc sitc pllttr, so tltllt
tlrc jntlr.-r.clution ol' tlrc valious conll)oncrrt:i j:; clcrtr. 'l'll l' llut,.lscrtPc PIan sll()Llltl [)c s(:l)ar-
atc. 'l'hc cxist j.nll topogtlplt ic tnd Vcgctlttionirl clxrractt'r'i:;r- jcs rtt:t1' bc il scl)ill'il1.c lltill).
llov;cvcr', th is infolnt:tt iott lttttst lrl)pcar on thc s itcr plltn.
1.l.tust includc floor plans and all clcvations as tltcy will appear
Elevations must show both existing and finishcd grades'
Ext.erior surfacing naterials and colors shall be specified and
for revicw on thd naterials list available frorn thc Dcpartmetrt
Devel opnent .
on completion.
submitted
of ConmunitY 2.
F.Thc Design Revicw Board na ire the submiss ion of additional Plans drawinIs
ications, sanPr es other material nga dec neces-
to determine whether a project will cornply with design guidelines'
II MINOR ALTERATIONS TO THE EXTERIqR-qF BUILDINGS
spec
sary
Photos or sketches that clearly indicate what
plan) of proposal nay be subnitted in lietr of
'"Uou!, as'long as they provide all important
colors and materials to'be used.
is proposed and the location (site
the more formal requirenents given
specifications for the proposal including
II1.ADDITIOI{S - RESIDENTIAL OR COIOGRCi4l
Original floor plans with all specifications shown
Floor plan for addition - 2 coPies
Site plan showing exl-sting atrd proposed construction - 2 copies
Elevations of addition
Photos of existing structure
A.
B.
c.
D.
E.
F.Specifications for all
available at Department
naterials and color sanples on natcri"als list
of Comnunity Devel oPment '
iJ:--1ry4!--9{g-gA\
ffiithasbeenissued,andwhentheprojectisunderway,the
following will be ""qrriruo bcfore any builtling receives a fra;ning inspection fr:om the
Building DePartment:
A certified inprovement survey showitlg:
A. Builcting locations rvith ties to Property corners, i'e' dj'stances and angles'
B. Building dincnsious to neal'est tenth of foot'
c. All utility service lines as-builts slror'ring size of lines, type of
naterial usecl, and exact locations' 2 copies
D. Drainage as-builts - 2 coPies
E. Bas:s of bcaring to tie to section col*nel"
F.At}pr.opcrtypinsaretobecitllerfoutrdorsctandstatedonnap.
G. A1l. easements.
p o
ON uTIl,l'lY LocATr0N vlilllf IcAl'l
SUBD IVISICN
JOB NAIIE
L$J22-_BLocK FILING
ADDRIJSS
The location of utilities, whether they
lines, nrust be approved and verified by
accompanying site p1an.
Mountain Be11
Western Slope Gas
Public Service Conpany
HoIy Cross Electric Assoc.
Vail Cable'l'.V.
Upper Eagle Va11ey Water
and Sanitati.on Distf ict
be nain trunk
the following
lines or proposed
utilities for the
Date
4241
iz.ed
+zts-gl
fupt Ll13.t7
NOTE: T']rc-,se verifications do not rel ieve the contractor of his
responsibility to obtain a street cut pernit fron the
Town of Vail, Departnent of Public lttorks and to obtain
utility locations before digging in any prrbllc ri.ght-
of-way or easement in the Tom of Vail.
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Inter-Mountain Eng'ineering rra.
May 29, l98l
Pau I Koppena
2t24
l, Colorado 81657
Subject: Site Inspection, Lots | & 2,
Phase 5, The Valley, Vail, Colorado
Project No. V-ll22G
Reference: ttSoi I and Foundation lnvestigation for the proposed
East Val ley Duplexes and Residences, Lionrs Ridge,Vail, Colorado.rt Prepared by Chen & Associates, Inc.,
Job No. 99 17, dated September j, 1913.
Dear Mr. Koooena:
. As requested, we performed a visual inspecfion on May 22, lg}l ,al the subject site. This inspection was performed to review the soil condifions encountered befween Test pits No. 4 and 6.
Soils condifions that will be encountered at the site are
expected to be severa I feet of topsoil underlain by sand and gravel wifh various amounts of silt and clay.
Upon comp lefion of the excavation for the foundation, a comp lete soils invesfigation will be performed. lf we can be of further assis-tance, please do not hesitate to call.
SPR: cj n
80x c-100
AVON, CO 81620
949-5072; DENVER 893-1 ggt
Mr.
Box
Vai
1420 VANCE STREET
LAKEWOOO. CO 80215
232-0'158
ffIJ,tii"s "ri'$" '(b".3
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61fr"*":[q $ tii€
Sincerely,
ve Re i ner, P.
ief Soi ls Engi
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UTILITY EASEMENT
An easement for utlllty servlce across a parE of parcel A, Lionrs Rldge subdlvislon Filing No. 2, a subdlvislon recorded rn the office of the tagle County, Colorado, Clerk and Recorder, bei.ng more particularly described as fol lows:
Beginning at a point on the southerly rlghc-of-way line of Lionrs Rldge Loop, whence the nortlrwest corner <rf section 12, Township 5 south, Range sI \ilesc. of the Sixth Principal lteridlan, which is also the northwest r'()rncr of said Psrcel A, bears N 47"57'26" l.l 1364.39 feet dlstant; thence S 11"59'06rr E 3I .72 feer to the northerly line of an exisElng utllicy
eilseruent, thelrce tlie followlng two courses along sald northerly 11ne:1) N 74"40100" 8 22.88 feer; 2) N 62o57'01,'E 2.23 f.eet; thence deparring said norcherly line N llo59r06" w 36.99 feet to the southerly right-of-way line of Lio'r s Ridge Loop; thence along sald rlght-of-way line s 61"58r28"
W 26.01 feet t.o che point of beglnnlng, conEainLng 864 square feet or
0.020 acres, more or less.
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posslble building siles
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50tr f, IOUNDAII0N
TNGINTTRING
Job No.9917
CONSULTING ENGINEERS
96 S. ZUN| . O€NVER. COLORAOO 80223
1924 EAST FIRST STREET . CASPER. WYOMING 8260I
SOI L AI..ID FOUNDATION INVESTIGATION
FOR THE PROPOSED EAST VALLEY
DUPLEXES AND RESIDENCES
L I ON'S RI DGE
vAtL, c0L0RAD0
P r.p"r"rlo, ,
TAYVEL ENVI RONI4EIITAL LAND COMPA}IY
c/o G. CAB CHILDRESS 6 ASSOCIATES
225 EHERSON
DENVER, coLoRAoo 80218
303/744-7105
307 1234-2126
September 7, 1973
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TAELE OF CONTENTS
coNcLUs | 0Ns
SCOPE
slrE coNolTloNs
PREVI OUS INVESTI GATl ONS
PROPOSEO CONSTRUCTION
SUBSOIL CONDITIONS
FOUNDAT I ON RECOHHENDAT I ONS
FLOOR SLABS
SURFACE DRAINAGE
I,II SCELLANEOUS
FIG. I.VICINITYI,IAP
FIG. IA - SITE PLAI.I SHOWING TEST PIT TOCATIONS
FIG. 2 . LOGS OF EXPLORATORY TEST PITS
FIGS. 3 and 4 - sr.rEtL-coNsoltDAT|oN TEST RESULTS
FIG. 5 - GRADATION TEST RESULTS
TAELE I . SUMHARY OF LABOMTORY TEST RESULTS
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2
3
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3
4
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The proposed indlvldual resldent lal units and
duplexes should be founded wlth spread footlngs
placed on the upper natural sol ls designed for
a maxlmum soll pressure of 2,000 psf and In
conslderation of desiqn and construction details
dl scussed be I ow.
sc0?E
Thls report presents the results of a soll and foundat ion investlgation
for the proposed East Valley duplcxes and residences to be located at Llon,s
Ridge, vall, colorado. The report presents the most deslrable and safe
type foundation, allowable soil pressures, water table condltions, and design
and construct ion deta I I s.
S ITE COND IT I ONS
The site tvas vacant at the time of our investigation. The ground surfacc
at the sitc slopes dorvn moderately to the south and southr.rest v/ith slopes
on the order of | 0"< to 20?,. The maximum elevation difference across the
site is approximately 20 feet.
Thc site is located in an east-west trending valley which ls bound
by Lionrs Ridge to the south and a sharply rising scarp slopc to thc north.
Bcdrock outcrops were not obscrved within the site lnvestiqatcd, but it
was exposed along the Lionrs Ridge and imrrrcdlately north of the site. The
bedrock consists of thin to masslve bcdded, fine to medium grained sandstone
with some thin beds of conqlomcratc.
Surf ace drainage across the site is goocl , follor.ring the natural slope
vcaetation at the slte consisted of grass, sagebrush, willorv, evergreen
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and aspen trees. In general, the f lat portion of the valley is covered
wlth grass, and lt ls sparsely forested.
PREVIOUS INVESTIGATI ONS
We prevlously conducted a preliminary soil and geolooic lnvestigation
( un<jer our Job No. 8023 dated Hay t!, 1972, Subsequently, we inspected several
excavat ions for residences whlch was reported under Job l{o. !!0J dated
July 13, 1973,
PROPOSED CONSTRUCT I ON
\'Je understand that sonre res idences and some dup'l ex apartment bu I ld Ings
are proposed for construction at this site. The imposinq structural loads
are expected to be light, typical of these type structures, and slab-on-
grade floors are proposed.
SUBSOIL CONDITIONS
seven test pits were excavated wlth a backhoe at thls slte at the locatlons
shown ln Fig, I to determine the subsoil conditions. Subsoll conditions
were somewhat erratlc. In general, the subsolts, below I to lr feet of sandy
topsoll, consisted of medlum dense, silty, gravelly sand or sandy gravel
and cobbles wlth occasional boulders. A layer of soft clay was encountered
ln Test Pit 6 below depth 7 feet.
Our laboratory swell-consolidation test results, Fi9s.3 and 4, Inclicate
that the subsolls at the site are generally nonexpansive but will settle
modera te I y unde r load lng.
Free water was not encountered ln the test pits durlng our Investigation,
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FOUNDAT I ON RECOHHENDAT I ONS
Considering the subsoil conditions and thc proposed
bel leve the most desirable and safe type foundatlon would
placed on the upper natural soils. Settlement should be
limlts, about I inch total and 3ll lnches differential, i
design and construction details are observeo:
(l) Footings should be praced on the upper naturar soils be lovr the organrc
topsoll and designed for a max imum soil pressu re of 2,000 psf.
(2) cont inuous foundat ron walrs should be werr reinforced top and bottom
to span an unsupported rength of at reast l2 feet.
(3) Any excessively soft or roose pockets of soil found within the footing
excavat ion within the loaded depth of the footings shourd be removed
and replaced compacted or the footings extended to the rower frrm
so I I s .
(4) All footings should be placed below frost depth.
FLOOR SLABS
The upper naturar soils' excrusivc of the organic topsoil, are capabre
of supporting llghtly loaded floor slabs. To minlnrize damaqd due to slight
dlfferential srab movement, froor srabs shourd be separated from bearing
walls with an expanslon joi n t. Floor.slabs should be provlded wlth control
jolnts and adequately relnforced. A minimum 4-lnch gravel layer should
be provlded beneath the floor slabs.
construction, we
be spread foot ings
within to lerab le
f the follorving
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SURFACE
The
t ion and
DRAINAGE
fol lowlng dra
ma ln ta lned at
be observed dur
d ings have been
I ng construc-
Con S t ruc te d :
Inage precaut lons shou ld
all tlmes after the buil
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Excessive wetting or drying of the foundatlon excavat lon should be
avoi ded durlng construction.
Backfill around the bui ldings should be moistened and compacted to at
least 858 standard Proctor density.
The ground surface surrounding the exterior of the buildings should be
sloped to drain away from the buildings in all directions.
Roof downspouts and drains should discharge r.rell beyond the limits
of all backfill.
H I S CELLANEOUS
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(3)
0ur exploratory tes t
to obta in a comprehens ive
sol I conditions may occur
in the exposed excavation,
the foundat lon excavat ion.
pits were spaced as closely
picture of the subsoi I condi
between test pits. lf such
it is advisable that we be
as feas ible in order
tions; hovrever, erra t ic
conditlons are found
notlfied to inspect (
CHEN AND ASSoCTATES, lNC.
Hovi k Baghoomlan, P. E.
"*uO Ut
H8/d I r
cc: Anderson E Has t I ngs
120 Bryant Street
Oenver, Colorado 80219
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vail. colorado 81657
{303) 476-s613
department of community development
June 5, 1981.
Pau'l K. Koppanna
Box 2124
Vail, Colorado 81657 RE: DRB Submittal of 6/3/8i
Temporary Sign
Dear Pau'l :
At the June 3 meeting of the Design Review Board, your submittal
for a temporarjr sign was approved with the fol'lowing stipulations:
height not to .exc€ed 8', erected at the time of excavation -- wording
of "4 Luxury S0lar Townhomes'r be removed.
PJ:df
Jamar
Pl a nner
of ao Project Application
:, \^J rvle \
a^ l(- . I oate J-16-Zll
Project Name: SO I fQo^L,"K,
Pro ject Description:
Contact Person and phone
tle
Owner, Address and Phone:
G ---.rt.--, tt \ I l
", Q.<,o.,\d K , Abo lbnue.
Legal Descriptlon: Lot )&z Phcse -V-
afouk --J--
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Co m ments:
Design Review Board
Motion by:
o^," A '' 3,- ,(r/
DISAPPROVAL
Seconded by:
APPROVAL
Tow
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E statt Approval
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SIGN APPLICATION
Fee Paid ,1^..^ (-- lk-k{ |
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Name of proicct Sl e-{"e'-l'^'nlp."l
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Location of Project b\s \t" -i-seTke'&)ie|
Desuiption of Proiect A, &l'leXcS
The fol'lowing information is requirerl fot' submittal by the applicant
to the Desigi Review Board before a final approval can be given'
Siqn submittal fee is $20.00.
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A. Sign Material
B. Description of Sign
C. Size of Sign
D. Comments
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