HomeMy WebLinkAboutGLEN LYON LOT 18 LEGAL.-:a.i\rJ\lrY c{vcloFv!.{r
Design Review Board
ACTIOH FORM
Oepartment of Community Development
75 South Frontag€ Road, Vail, Colorado 81657
tel: 970.479.2139 fax 970.479.2452
web: www.vailgov.com
Project Name: Kirkpatrick/Dulude Res. Reroof
Project Description:
Project Address:
1462 AND 1464 GREEN
Legal Description:
Parcel Number:
Comments:
DRB Number: DRB080220
Re-roof of both sides of a duplec with Certainteed Presidential Autumn Blend
Participants:
owNER KTRKPATRTCK DOUGLAS H. & JO 0611612008
3995 S COLOMDO BLVD
ENGLEWOOD
co 80110
APPUCANT ALL IN ONE CONTMCTORS
14INVERNESS DRIVE EAST
SUITE A132
ENGLEWOOD, COLOMDO 80112
License: 948-B
CONTRACTOR ALL IN ONE CONTMCTORS
06lL6/2008 Phone: (303) 663-5615
06116/2008 Phone: (303) 663-5615
14 INVERNESS DRTVE EAST
SUITE 4132
ENGLEWOOD, COLOMDO 80112
License: 948-B
1462 GREENHILL CT VAIL Location3
HILL COURT
Lot: 19 Block: Subdivision: GLEN LYON SUB.
2103-124-0303-3
See Conditions
Motaon By:
Second By:
Vote:
Conditions:
BOARD/STAFF ACTION
Action: APPROVED
Date of Approval: 061t712008
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s),
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond; 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond:202
(PLAN): Approval of this project shall lapse and become void one (1) year following
the date of flnal approval, unless a buildlng permlt ls issued and construction is
commened and is dlllgenUy pursued toward comphtlon.
Cond: @N0010105
The applicant shall protect all trees during the roof removal and Installatlon.
Planner: Warren Campbell DRB Fee Paid: S20.OO
Minor Exterior Alterations
Application for Design Review
__ _Depgqnent of C-ommunity Development
75 Sor.rth Frcntage Road, Vai[ Colondo g1657
tel: 970.479.2128 fax:, 970.479.2452
web: www.vaiigov.com
General lnformation:
All projects requiring design review must receive apprwal prior.to submitting a building permit application, please ref€r to the submittal requirements for ttre particuiii approrar that is requesied. nn'jppliation for Design Revjew f-T:lS lT!fied untill all required inturmation is #eivea bythe.communlty Doretopment Deparunent. The proJec may also need to be rsiewed by the Tourn council ani/or tfre pr."nin-i i-n-i'en"ironmental Gommission,Design review apprwal lapses unl.ss; ;.iEiil;;mit is issued and aonsurrtaon clmmences wluran one year of the apprcval.
Locauon of the proposal:
Physical Addrcss;
Unl A and B Lot: f 7 Sleele-
,l6q
Jun 16 08 09:28a ALL IN ONE CONTMCTORS IN 303663s616 p.2
Subdivision:
-Allu,nrBlz
t
Paref No.: ?if:iila?:?? - g (conract Easte co. Assessor at e70_328_8640 tor parcel no.)xoZt@-f
Zoning:
Name(s) of Owner(s):
Maifing Address:
phone: aW
owner(s) Si gnature(s) :
Name of Applicant:
$50 Plus g1.00 per square toot of tobl sign area.
No Fee
Sqq9 For consblrction of a new building or demo/rebuilo.$300 For an addition where square fdbge is ioo"o to any residenhiar or
a?E^ ::T3:11"l3rllding (inctudes 250 additions & interior conversionij.-+zru For mtnor cfianges to buildings and site improvemenE, such as,re-roofing, painting, window additions, ' landscap-ng, fenes and retaining r4,alls, etc $20 For minor changes to buildings and site improvements, sr.ldt as,
llf?olnS, painting, window additions, 'landscaping,
fencei and retaining walls, etc.$20 For. revisions to plans already approved by planning Staff or the Design Reuiew Boaro.
No Fee
0IvAz
w?z p.-r€
oesi., bQ^9080L?A
tr
D
tr
Type of Review and Fee:tr Signs tr C.onceptual Review
New Constru ction
AddiUon
Minor Alteration
(mulu-fami lylcommercial)
Mimr Alteration
(single.fa m ilylduplec<)
Changes to Approved plans
Separation Request
F
tr
D
ff;',?ff?,.,+"''' .ffi,-
Meeting Date:
Description of the Request:
Maifing Address:
Planner:08 -oL
Page I of I
Jennifer Eliuk - 1464 Greenhill Court. Vail Roof DLboq 02?n
From:
To:
Date: 06/16/2008 3:23 PM
Subject: 1464 Greenhill Court, Vail Roof
Hi Jen,
This is to certiry that we own 1464 Greenhii Court, Vail Co and we want to have All in One Contractors of
Denver, CO to install a new roof for us. The material to be used is Certainteed Presidential TL Asphalt and I have
talked penonally to Luke Potter about this.
Thanks very much
Richard Dulude
| 134 Lake Ave.
PO Box 537
Georges Mills, NH 0375l
603-763-2858 - tel
603-763-8720 - fu<
Get the Moviefone Toolbar. Showtimes, theaters, movie news, & more!
file://C:\Documents and Settings\Administrator\Local Settings\Temp\XPgrpwise\485685... 06117/2008
't*t*{"}{r*tt+f+f+t+llll+r+t++fl***rr*r*++f***ft*t****a****++++rr**r+**r**rt*a*faa*++al++t+f*++
TOWNOF VAIL, COLORADO Stat€Nn€Nrt *'t*lft***tf'l'l**'f't****tf++t*'t'|'t******l't*'f't't**tr++tl*****ta***********t***t***'tt*'t*+t+t1+++*t++
Statement Nurnber: R080000953 llrnount: $20.00 06/L6/ZOO901 :S0 pM
Payment Method: Credit Crd Init: iILrE
Noeat ion : ifOY !!OORE/AL,L IN
ONE COIflTRACTORS
Permit No: DR8080220 Tl4)e: DRB-Minor A].t,SFR/DUP
Parcel No: 2103-124-0303-3
SiIe Addreaa: 1452 GREENHIIJIJ CT VAIIJ
IJocatsion: 1452 AIID 1454 GREE{ HIrr. COT RT
Total Fees: 520.00
This Pa)menE | $20.00 Totaf AIJIr pmts: $20,00 Balance: $0.00
*l'{'*tlt*****t+t**++ttaf*a*****ll+l'*+'}*l*l'l*****tlltl***l*la+*+**+**********taa++++lflfllltf*a
ACCOIJNT ITEM LIST:
Account Code DescriDtion Current Pmts
DR OO1OOOO3TT22OO DESIGN REVIEW FEES 20.00
'q:gS*15"",w$*l)?fi
L"Lcs
Thurd.y,Jun Zr,?o|'fj co
I35E GREENHILL CT VA[.
I35O GREETS{IIL CT.IEST SIDE OF TN'PIEX
l/un'
Dn*
20 3to
3t6
3ao s 3'o 30
bm:
lbm:llfir:
l|.m:
lbm:
lhm:
lLm:
R|cu.|bd In$.ctDrb:- Inrprc{on Ane:SlbAtfiltrer:
AED.h&@rb
ArDhrt C.ifrrdr:
OrrcnfOon
Et5Er!!1.@{e!&l
lbrn:R.qr$r:Co0ir.nla
^'deHt]l:
lnto.cilonHtsbn,
TUTHONE EOITER
*'lF: *€ilrtr: ISSIED lnrgAm: Ct)
PtFm: 97$&17-5738
Fhon : 97G&176?B6
Rrqrcld Tlnrc:- Plpm:
EnLndry
.r#r
0!:30AX
97G&l?671F
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TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M06-0108
Job Address: 1359 CREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1359 GREENHILL CT WEST SIDE Applied . . : 04106120fr6
Parcel No...: 210312403050 Issued. . : 0412712006
Irgal Description: [t I Expires . .: l0l24Dm6
ProjectNo : Ni\
OWNER 1359 GREENHII-,L COI'RT I-,LC 04/06/2006
101 S CLERMOMT
DENVER
co 40246
APPLICANT iIERRY SIBLEY Pr_,UMBING 04/06/2005 phone: 970-827-5736
P.O. Box 340
Minturn
co 8154s
I-,icense : 152 -M
CoNTRACTOR iIERRY SIBLEY PI_,WBING 04/05/2006 phone: 9'10-827-5736
P. O. Box 340
Minturn
co 81645
License: 152 -M
Desciption: REPLACE THE SNOWMELT BOILER
Valuation: $7.398.00
Fireplace Infonnation: Restricted: Y # ofGas Appliances: 0 # ofGas Logs: 0 #of Wood P€llet: 0
Mechanical-- > $160.00 Restuarant Plan Review-- >
Plan Check-- >
lnvestigation- >
Will Call--- >
S40.00 TOTAL FEES------------> S203 - o0 Additional Fees------>
FEE SUMMARY ,t*,i.'t+'t't'**1.'t*'**+*1.*:*:***'t:t**'*'*rt1.:1.*:tir+,t,1.+:r,t+:*,t+:t,*:*:t*:*:*)*:*:*:*,*'.*)*)t
So - oo Total Calculated Fees--> S203.00
s0.00
Total Permit Fe€------> 5203.00
Payments------------------ > 52 03 . 0 0
90.00
$3.00
BALANCE DUE--.-..- >s0.00 **ti(****)t**t**+**
Item: 051-00 BUILDING DEPARTMENT
04/25/2006 cgunion Action: AP
Item: 05500 FIRE DEPARTMEIIIT
CONDITION OF APPROVAL
Cond: L2
(BL,DG.): FrELD INSPECTIoNS ARE REQUIRED TO CHECK FoR CODE COMPLIAIiICE.
Cond:22
(BLDG. ) : COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2OO3 IFGC AS MODIFIED BY TOV|IN OF VATI,.
Cond:23
(BLDG.): BOIILER INSTAILATION MUST CONFORM TO I{.ANUFACTURER'S INSTRUCTIONS A}lD
CIIAPTER 10 OF THE 2OO3 IMC.
Cond:25
(BLDG. ) I GAS APPLIAIICES SHALI-, BE VElillIED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond:29
(BI-,DG. ) : ACCESS TO MECTANICAL EQUIPMEITI MUST COMPI-,Y WITI{ CHAPTER 3 OF THE 2003
IMC AND CIIAPTER 3 OF THE 2OO3 IFGC..
Cond: 31
(BIJDG.): BOILTERS SHALIJ BE MOIINTED ON FLOORS OF NONCOMBUSTIBLE CONST. I]NITESS
LISTED FOR MOI'NTING OlI COMBUSTIBIJE FLOORING,
Cond: 32
(BLDG.): PERMIT,PLANS Al{D CODE ANALYSIS MUST BE POSTED IN MECIIAI'IICAL ROOM PRIOR
TO A]iI INSPECTION REQI'EST.
Cond: 30
(BL,DG.): BOIL,ER ROOMS SI{AIJIJ BE EQUIPPPED WITH A FIJOOR DRAIN OR OTHER APPROVED
ME.AI{S FOR DISPOSTNG OF LIQUID WASTE PER SECTTON 1004.5.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in frrll the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towrr zoning and suMivision codes, design
review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY
PM.
SIGNA
OFFICE FROM 8:00 AM - 4
FOR HIMSELF AND OWNET
*** ***i****++*****t+t+itlt**+++t***++++******++* *******+*t++* * *+*** ***** * * * * **t**++* **++aa**
TOWNOFVAIL, COLORADO Statement ******'t*i*********+{t********+l*tt*++****tf***rt************tt*******tt**t*******ttttatattat**
Statement Nurdber 3 R050000452
Pa)rment Method: Check
Pluibing 30907
Amornt: $203 .00 04/27 /200610:33 Att!
IniC: DDG
Notation: alerry Sibley
Permit No: M05-0108 I\4>e: MECHAI{ICAJ, PERMIT Parcel No: 2103-124-0305-0
Site Addreee: 1359 cREEtitHIIJIJ CT VAIIJ
I,OCAtiON: 1359 GREEbIHTLL CT WEST STDE
ToEal Fees:
Tot,al AIJL Pmte :
Balance:
$203.00
$203.00
$0.00
$203 .00
********+++f++++*********++t*******tt+++*******+***+*+*************x*+ifttt+++***+**+++****+
ACCOIJNT ITEM LIST:
Account. Code Descript ion Current Ptnts
This Payment:
MP 00100003111100
PF 00100003112300
wc 00100003112800
ME CHAN I CAI., PERMIT FEES
PI,AIiI CHECK FEES
WIIJIJ CAIJIJ INSPECTION FEE
150.00
40.00
3.00
APPLIGATIoN wILt NoT BE ACCEPTED IF II{CoMPLETE oR. Ut{S-IGJ{Eft)- \ O G 0 O 7,TOVPrcject#:-!}!!
tvloa of o?
Building Pernlt #:-ii"r,iii..rpui'itT@7
97 o- 47 9 -2149 (Inspectlons)
Permit will not be accepted without the frollowing;
Provide Mechanie.al Room tayout drawn to scale to includel a Mechanical Room Dimensions o Combustion Air Duct Slze and Loca$on o Flue, Vent and Gas Line Size and Location
F Heat Loss Calcs.o EquipmentCut/SpecShe€ts
IUffi0rvAI[
75 S. Fmntage Rd.
Vail, Colorado 81657
rlc * d( * * * * * rr ** * ** * ** * ** +** *
Istessois U
Panef # Jtil OqtO .i1l4
rob Name: (^a h*1,',robAddress: /P/L {urJbr-t*
Legal Description I LoB I Bloclt: I Filing;SubdMsion:
TshAg'"'C J^li- L- p*i,'k rru.J. Ft lenone: y7q - 86 {b
Engineer:hone:
Debiled descriDtion of worlc I'
K +-O (& t z Fu*.N a-ct
work6ass: New() AddiUon( ) Alteration( ) Repair/(' Other( )
Boller Location: Interior X Exterior ( ) Other ( )Does an EHU erdst at tiis location: Yes ( ) No ( )
Tlpeof Bldg: Sinsle{amilyq! Duplo(( ) MulU-famlly( ) Comncrcial ( ) Resburant( ) Other( )
No. of Existing Dwdling Unlts in this building:No, of Accommodation UniB in this buildin$----
No/TvDe or Fireptaces Extsttnq: casAooliancestfr6lGZffi Wood/Pellet ( ) Wood Bumins (
trtofrypeorRrepncespropased: GasApplian""sLmwood/Pdlet( ) Wood Buming (NorALLowED)
ts this a conversion from a wood burnlng fireplace to an EFFFhase II device? ves ( )--@!J-
4b l"
Fr \cdev\FoRM5\Permib\Buildingvnechanlcal-permlt_I 1"23.2005. DOC
Y*trrar***
@ 002 04/05/2OOO 13:49 FAX 5708276214
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04/05/.2008 13:49 FAX 5708275234 Jerry Slbley PIbDs INc @ oo3
FORM NO, G11-48s REV. s
Supat€sdBs Form No. O11-485 Rw. 4
15ffi'T$* 'gflf]$,6, ffi iffifff'ffi fuff1
ifllliuro'lia ,ffitr,,, isi;i ,r,i', +rnrffi'{i{rh ilrftffiir,rr#]4riui
"rirrys,ffi ,,p*ryg rirh;# ffi$-t' {;[,r,fl$ ff4j'ffi ffiff ffi'{.i,ijlffi ffi,ffi
CLASSIC SERIES@
SUPER QUIET 80
800% A.F,U.E.'
UPFLOW
HORIZONTAL
GAS FURNACES
RGPN- SERIES
Models with Input Rates from
50,000 to 150,000 BTU/HR
fls to 44 kwl
(U.S. & Canadian Models)
The Hheem Claeeic Seriesf Super Ouiel 80 lin6 of upllo\d/horl-
zontel ga6 ttrrnaces are designed tor utility rooms, clossts,
alcoves, or atlics, Because of the Super Oul€r 60's low+rctlle
34Inch [854 mml helghr, lh€ uptlou, modcl can also be wed
b sdisly mort .ppllcadon8 thal lr.dldonslly cEll ior ! iorl'
zonlal fumace,
Th€ d€sign is certifed by CSA hFrnadonal,
Features
r /nnovarivE combusdon dE6ign Esults in reliablo, otficient
operation .1t sound levols which pro/id6 dlGdnci comp€lilive
advantE€e.
r Falented HEal Exchangg, consuucted ol boh olalnless and
aluminizgd st€el lor hs maxlmum In corhoElon re5isEnca,
r Low profile "34 lnch" dAslgn ls llghter and gadar to handle,
and leavEs room lor optlonal equipment,
! ConveniblE lrom upflow !o horlzontal l€lt or dghlwithout field
@nverslon.
I Lsft or rlghl sid€ gas and eleolric inlet conneclions with quick,
6lrnplo ohange.
r Robust and reliable direct spark igni on utillzlng ronrot€
seflse and an inr€gralBd board with hurnldlllgr and elrolronic
alr clsanor hookup6,
r lnsllated blow€r comFartmenl helps to reduce jackot loss
and nols€.
r Pre-palnt galvanized steel cabinst.
r Mold€d p€manent filler,
r Grab-holos in doorc to ald In sasy door remoral afld
rEPlacomenL
A vsriety ot cooling coils and plsnums deslgned lo us€ wilh
Rhgem Classio Sa.ios' Sup6r OuiEt E0 gas tumac€s are avail-
ablg as op[gnal aocessorios,
Th€sa fumEcss can bE Inslallsd h en upllow poallion or hid on
€ither side in a hodzontal posilion, Fleld convetslon not l€quir€d.
rAF.U.E. F4nulr F|Jd Ullrgrlsr Elllchncyl cokulmd h FdunE! rl|n ooF l,|1(lr ol
Errrit Er pEcodurc:.
gffi@
04/05/zoos lp:49 FAL 97082?6234 Jerry slbley Plbne INC
fu.r
Dlrrcl SFrt lgllbr
Thr compls! bnn6 0l limlled !0d ollEr warran Es rr0 al'rllall! rl ou
salBs otlhe. or hmugi local lnsrrllot
Al modrb can bs corMrhd lry a quallfiod Rhoe m disolbuloror local s€Mco
dralert0 uso L.P. (propeno) gas wlto changin0 bumers. Facbry appmvcd
klb mu$ b0 us6d 10 convsrt lrom n8tu,alto L.P. (propang) oas and may bi
ordrred.s opdon.l accoss0rles trofi a Rho6m parh disrributor.
For L,P (propane) operalion, relrrto com,e'slon Klt lndot Form,
@ ooa
CLASSIC SERIES SUPER OUEI 80
UPFLOWHORIZONTAL GAS FURNACE
h-Shol EurnE1!
Blmolr sansot
Inlog1rlod
Fumr!g
00ntol
STAI{DARD EOUIPMENT
C0mpl6t!ly e889mbl0d and t!,irod: induced dr.it blo'fer: pnssurs SwitCh;
redunda[l mNin gas cont 0[ blodsr compartmDnt door sahty switch; eolid
stals ti0tE orvtime ofl blowar conrol; limit comrol; m.nual shul-oll ydlye,
prsssure rrgulabr lot nalutal and L.P. (propanr) grs; lnrE ormsri diroct ddw
fiulti{peed blowrr motor. Furnacos an oqlipp0d wilh cooling/heafing nlay and
ranlforrDgr (4t VAl uddy lor rir coodfiooing applicrlmE. (Pisaso nots; a
lhormostrt is not included !s shndard equlpmEn!.) Harnu slnsor diaonostics:
on-lord Mlnnhg optlois llssd-protrclion (secondary). td rl'od trn
oDllan lor contln!0alstn; e0mmo[ hcruBool lermlmt-
OMONAT EOUIPMEI{T
Sldo fllterl|an6 assombly. Rerum lir cablnet tor afl Sizes. (S!E hge 6)
f,lOTE: turnaco ls ndl listEd for uie with fuel3 ofiel $an [eturat or LP.
(propano)gas.
? Rheem Manufaciudng Company
H!El Eroh!nger
0rill Induotr liloloi
04/05/.2006 1J:49 FAtr 9708276234 Jerry slbley PlbDs INc E oos
BEFORE PUNCHASIIIG THIS APPLIANCE, READ IMPOR|IANT EI{ERGY COST AND EFFIGIENCY INFORMANON AVAILABTE
FNOMYOUR RETAIUR.
PHY$ICAL DATA AND SPECIFIGATIONS
u.s. AND GAMDA MoDELS (UPFL0WH0R|Z0NTAL)
NoTES: All models ar. 1.|5V, 50FlZ, 10, Gas Glnneclion sl2€ lu/ a[ modets is r&' [12.7 mnrl lr].pl,
(i) h eccofdanm wilh 0.0.E. tesl Drocsdures.
O see Conveci0n Kit Index fom lor hlgh eldtuds dr'"dte in U,S, applicdrions. For canadian applioations, referrnce tho furnace instatl8lion instucdons.. Drtd rElererces Canadlan applica(ions only.
AMER
Electric NOr
lgnilion Mod6l
05E 05N 07E 07N 10E 10N 12E 12N 15E 15N
Heatin0 lIpul Designation Varhtlons Blow8r
A = Sld. Dosignation
Cabiner U,1lx6
I = Wido [279 x 152 mm]
Cablnst M=11x7
lug x 178 mml
R=,|lx10
1279 x 254 nlml
Hsrthg & oooling
D?siqnallon
8 = 500.1200 CFt/l
123F565 Usl
E = 1100.13:10 CFM
[519"628 U6]
6 : 1450-1750 CFM
[684.626 Usl
J = 1800-2075 CFM
[85G979 Usl
Input
BTIJ/HR
50,000 {15l(Wl
7s.000 [22 kw]
100,000 [2s kwl
125,000 [37 kwl
150,0001{{ Fwl
F!ol Iypo
B ! Nalu'll Ga3,
u.S. afld
Canadidn
Shndard
Furnace
M0DEr ftuil8En8
RGil. SEFIES
IFEAUER
IEIIAUEN
UTEIIfER
07tflvtER
OTEAiIGF
071{At|GR
loE| tB
lO]IAMEB
l|lEB&'F
l0itBuR
1? HR
IzMHB
lSEARJR
15MRJR
Inpul.BTWHr Ikwl co 50,000 [15]75,000 [221 7s,0wlul 100.000 I29l 100,000 [291 r2s,000 [371 r50,000 l44l
lleating Capacfty STUitlr [kW 3]f 41,000 [121 60,000 [18j 60,000 t18l E0,000 I23,4l 81,000 [2s.71 99,000 lzsl 11S.000 I35l
High Altlrudu Input [rw]'45,000 n3l 67,500 [20]57,500 t20l 90,000126'|90,000 t26l 112,500 [331 135,000 139.51
Hl0h Altilude 0utput
Capaciry lktvl'36,500 [11]s3.s00 [161 54,000 [151 72.0iJJ1211 72,500 [211 89,000 [26.11 107,500 131.51
H6at Ert. Sblic Prdssure IkPll .10 l.0z5l 12 [.0291 .12 I.0?91 .1s [.034 ,15 r,ffi71 .20 t.051 ,201.051
Blower (D r W) lnrmJ
11 r o
t279 x 1521
11 x7
IZ79 x 1 781
11 x7
[279 x 178]
11 r7
[279 x 1781
11 x 10
[279 r 254]
11 x 10
1279x2541
1tx10
1279 x2541
Morof H.P.-Sp6sds-
PSC Type ffi 'i?.{-PSO
[3731
1/!-4-PSC
t3i3l
v{'{-PSC
tsssl
Vr-4-PSC
t3731
V{-4-PSC
t55el
i/t.4.PSC
l55el
V.-4-PSC
t5591
Molor Full Load ArnDs 6.8 7.1 oc 7.1 ei
Herting Spocd MEO.LOW MED.HI6H ME}LOW I\/IED.HIGH MEO.tOW ME}LOW MEO.LOW
0ooling Sperd HIGH HIGH MED-HIGH HIGH IUED-HIGH MEU.HIOH MEO.HIGH
Coollng CFM O ,t'[kPsJ E.S.P.
(Nominol) [Usl
1200
ls66l
1200
15561
1800
lissl
1200
I5561
?000
ts141
2000
fe44l
2000
I94,(l
Rersd E.S.P.0n, W,C.) lkPal 0,5 i,t2l 0.s 1.121 0.5 [.121 0.5 1.121 0.5 1.121 0.s [.121 0.5 I,121
TsmpsratuF Biso B g!'F
rct
,^-((
ll :r.9ir0.5 |
sJ.D5
n9.4-36.11
25-55
I13.9.30,51
45-75
125,0-41.71
10-70
[22.2'38,9]
35.55
n9.4'€6.11
50-80
127,844.41
M . oqlsr Alr T€mp. 'F I tB
168.31
toJ
t73,81
155
t68.31
190
t87,71
170
t76.61
180
182.21
190
ls7,71
SEndard Flltcr-lIl,
Imml
1 534 x 25
[400 x 635]
15V. x 25
[a00 r 6351
15V. r ?5
[400 x 6951
153h x25
1400 r 6351
19|'h t 25
[489 r 6351
2211t t 25
I578 r filsl
22V4 | 25
ls78 r 69 l
Appmx. Shrppino weight (Lbs.)
tksl
E5
t39l
105
t48l
,16t
t48l
115
1sz1
1?0
ts4l
140
tgrtl
1tn
l68l
Rstunr Alr Cabinets
(0pt.) RxBfl.
Fllbr Sizr Imml
c14E
(21 12 x 16
t305 x 4061
c178
l2l12 \ 1E
[305 x 406]
c178
(2) 12 x 16
t30s x 4061
c178
(Z) 12 x 16
f305 x 4061
c21B
(2) 20 x 16
1508 x 4061
c24e
(u) 24x16
1610 r {001
czAg
(2) 24 x 16
[610 x 408]
AFul+lsctric lgnition Mode b (D 80.0%80.0%00.0'/t 80.0%80.0%80,0%80.0%
MODEL I DENTIFICAIION-UPFLOW MODELS
RGPN_
Hh0ellr Gai UpfloW D6si0n
Fumace Horizontal Sorios
07E
I I De8ignar€ Mcrrlc Conva6ion3
Rheem Manulactudng Company
04/06/?OOB 1J:50 FAI 970827d234 Jerry Slbley PIbnE INC @ ooo
UPFLOW DIMENSIONS
) 9c3ign.ts Uefric Conver9lons
Rheem Manufactufing Company
lge mml
2!!r,ltz'
ls96 mml
r.t N l!5 mml
34'
l€64 mml
4rll34'
1618 nol
1ar,rr,'
[365 mml
1itl""
la92 mml
UPFLOW DIMENSIONS AND CLEARANCE TO COMEUSTIBLE MATERIAL (INCHES) [mm]
1ala,'
115 mml
el !'l1a
119 mml
2Etho'
fn3 mml
20'
Itoa nml [15 mt'|l
15"
lSsl m|nl
o May requlrs a 3' [76 mml b 4' [102 mml or 3' 170 mml ro 5' (12t mml
W May bc 0' [0 mml with iype B venl 'fi May bc 0' [0 mm] with iype B venl
(l) May b€ l' [25 mm] win typc I vEnt.
Furnacos n[st b. yrrbd in lcDodrncl rlfi lhs lletlo0al F!!l Caf Code. A1{Sl Z?24.1 rnd/or Can/f,GA.Elog |nrbllrtion Codrs r ln rmordrrcc rlth
locrllodos,
t
4
GAS CONI{ECTION
ELECTFICAL CONNECTION -,(HIGH VOLTAGS I
ioelout netuno run cutout i r lElTHEn SIoEJ FOF USE W|TH I
I ETTEAN L SIdE FILTEFI FR ME I
IBEs
tler I
|n|nl I
LEFT SIOE
I
'hn orA" [ae fiml i
I 7b" OlA, 122 mml I
t
I
MOOEL
BGPI{.A B c 0 E
RE]tUCED CI.IAFTilCES {IN,
I."EFT
st0E
iIGHT
SIDE 8AC(TOF FBOIIT VEIIT 8HIP. WGTS.
It3s.1 11e1
05 14 [3s6]1zzryxz 1326l 105h [2701 o 11Vz [29211 1?/! [481 0 4 110?]' A 0 1l?51 3 [76]6 [152) A 85 s8.61
07 17112I'16tt/rz [415 1z1o l3l4.l 15 1381 211,0 3 l75l Q n g 176 6 11521 co 105 47,61
r0 (Al lTrlt 14451 16rriu [415]12tlo [3141 15 [3811 zvz 164l 0 3 176l o 0 11251 3 tTcl 6 (1521o il5
10t 21 ts33J 1927h2 14tlr [359 .tl 16t 12 1170J',2tle l$0 0 0 112s1 3n6 6 I15Zl o 120 :54,{l
1Z 241h16221 231vra [5931 15?r [403]f)22 [55s1 zth164l 0 0 1 I25 3 [761 6 ll52l @ 140 '6:1.5
1q 241|a16221 23rr/u 15931 1szr 14031 0)22 lssel.21h16.1 0 0 n 1[251 31761 611521('r50 168l
NoTES: o Mly requlrs a 3' [76 Inml b 4'02 mml or 3' 170 mml to 5'mml adaphr.
Requested Inspect Date:
Inspec;tlon Area:
Site Addtlse :
Frldav. Mav 12.2006 cG -'
1359 GREENHILL CT VAIL
1359 GREENHILL CT WEST SIDE
Sub Type: ADUP Status: I-SSUED U'se: Insp Area: CG
Phone: 970€27€736
Phone: 970-827-5736
Requseted Tlme: 'l'l :30 All ' Phone: 970€27€736
Entered By: DGOLDEN K
A/P/D Informatlon
Reouegtod Insoection(sl
Item:
Requestor:
Conimonts:
Assioned To:- Acfion:
Insooc'tlon Hlstorv
Item: 200 MEC lbm: 310 MEC Item: 315 PLMI Item: 320 MEC Item: 330 MEC Item: 340 MEC Item: 390 MEC
'fr,fr
REPT131 Run Id: 5276
Installation Record ?U9
SBCTION XII - Instalari n Record
PRESTIGE Model Nurnber:
Serial Number:
Date of Installation:
Fuel: (NaturalGas t_l
Measured Rate of Input:
Combusiion Readings:
Propane
Oz
co
tJ rL
ppm
The following items were completed during installation:
Amg*Pe
5ab lto
?-5-s-t L{
_a120
q?N
gl 9te t
Btu/hr
CO2
( Installation instructions have been followed and completed
r{l Information regarding the unit and installation received and left with owner /maintenance personnel.
Installer Information
f, Cf,""f-out procedures have been followed and completed
(Company)
(Address),l )n
(Address).2-j-0t
( Phone Number)7A 'g';7 {-,7
'r1/,
I 'l v
:.
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL, CO 81657
970-479-2t38
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT PErMit #: MO5-OIO8
Job Address: 1359 GREENHILL CT VAIL Status . . . : ISSUED
Location.....: 1359 GREENHILL CT-WEST SIDE OF DUPLEX Applied . . : O6lO2l2N5
Parcel No...: 210312403050 Issued . . : 06113/2W5
Project No : Expires . .: l2llD/2C[r5
owNER 1359 GREENHTTTIJ COTTRT LLC O6/02/20Os
].01 S CIJERMONT
DENVER
co 80246
APPLICAIflT iIERRY SIBIJEY PIJITI{BING 06/02/2005 phonel. 970-82'7-5736
P.O. Box 340
Minturn
co 81645
I-,icense : 152 -M
COMTRACTOR iIERRY SIBLEY PIJIIMBING 06/02/2oos phone: 97O-827-5736
P. O. Box 340
Minturn
co 8154s
I-,icense : l-5 2 -M
Desciption: REPLACE BOTH HOUSE BOILERS WITH ONE BOILER
Valuation: $9,082.00
Fireplace Infonnation: Restricted: Y # ofGas Appliances: 0 # ofcas Logs: 0 # of Wood Pellet: 0
*:**,**,**********i***,***)****)**rr:r,*,**,t:a'i'tr{q({.***'},t,t't*:*:*:*r(:*!r'***:}'r***,t****,ijt* FEE suMMARy
l.*,i**'*:i**,td.*,*:l't*tl.*!i***:k***:*+,t++*+*+1.+*,|:f:t**ri't*t't********:i**,i
Mechanical-- > $200.00 Restuarant Plan Review-> 90.00 Totat Calculated Fees--> 9253.00
Plan Check-- >
lnvestigadon->
Will Call--- >
So. oo Additional Fe€s---------- >
$3.00
BALANCE DUE-------- >s0.00
Item: 05100 BUII-.,DING DEPARTMEIIII
I6/LO/2OO5 cdavis Action: AP BOrrrER REPT,ACEMEI{m
Item: 05600 FIRE DEPARTMEI(r
CONDITION OF APPROVAL
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond:32
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECI{ANICAL ROOM PRIOR
I?--H--lTf-|-TsII3*-I'*?:3:I**************'*.'*:l|t*:!:t,|:*:*'t,t{(:t:|,t.:}*|**********+***
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in fulI the information required, completed an accurate plot
plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply
with all Town ordinances and state laws, and to build this structure according to the towns zoning and suMivision codes, design
review approved, Uniform Building Code and other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR HOURS tN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4
PM.
S50.00 DRB Fe€--------------------->
$0.00 TOTAL FEES-------> S253.oO Total Permit Fee-----> 5253.00
Payments---------- > $253 - oo
s0.00
Aii\b",-. t AAtk---
* * * * * * * ***+f+t********ttl't**t*tl't*a*r+*+++ t * * * *f*++t*t*******f,'1.{.+++*f++++* t + * * * * * * * * * * + + * * * t *
TOWNOFVAIL. COLORADO Statement ****i****t+++++**t+*++{tt'tf taa+++*f *******+l****+***+**f *+++********************i*t**,t ***+*+lt
Statement Number: R050000811
Payment Method: Check
30388
Amount: $253 .00 06/13/2OO5O9:05 All
Init: DDG
Notation: ilerry Sibley
Permit No: M05-0108 T)pe: IUECIIANICAL PERMIT
Parce1 No: 2103-124-0305-0
Site AddreEE: 1359 GREENHILL CT VAIL I-,ocaIion: 1359 GREENHII,IJ CT-WEST SIDE OF DUPIJEX
Total Feea:This Palment:$2s3 .00 To!a1 AI,I, PMIE:
Balance :+a*+tl+++tttt t** * * * * *+*+++ tt+++++t+***tll*****++*+++***++*+***ii*****+f,*tf* *+***'t**+**if*la*
$253.00
$2s3.00
$0.00
Current Pmts
ACCOUNT ITEM LIST:
Account Code
MP 00100003111100
PF 00100003112300
I{C 00100003112800
Description
I{ECHANICAIJ PERMIT FEES
PI,AI{ CHECK FEES
WILL CA]JIJ INSPE TION FEE
200.00
50.00
3 .00
07:.4.!
TWNNYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
o EquipmentCut/SpecSheets
Building Permit *z-.----------..- ^l,lechanicaf Permit #'. li40S' OIOA
97 O- 47 9 -2149 (I nsPections)
to lndude:
i
permnwnt not be accepted wltltout the fiollowing:
gJ7 \f7l2 Town of Vail Reg. No.l
MECHANICAL: $ ? nPZ{
CONTRA
R MECHANICA PERMIT
Conhct tty Astffitl Otrte at 9,
Parcel#^.toJ lL4O 3fi{0
-
for
Job Name:/.flr'^l JobAddressrrr* € , / l*' 't
Legal De'scription ll Loe ll Block: ll Filing!Subdivision:
WFffi.' r L -r*.t/ b-u,o"rue,r all Ph-?ta - . oe - pa z s
Engineer:Aiidress:Phone:
-..-on bfus/A').N 'Yb , l ,crM A,,Jn-,' < G4!o.-/a.-'6)/o-' - Ua-rfie a'narood Jeb&k--J1tS-l]-:-
WorkClass: New() nddition() AlteraUon() RepairK 6lier()
Boiler LocaUon: Interior (ll Exterior ( ) Other ( )Ooes an eru exist at this location: Yes ( ) . No ( )
rypeotAUg: Sinqle-family( ) ouplex$() Multi-family( ) C-ommercial ( ) Restaunnt( )Other( )
No. of Existing Dwelling UniE in this building: -/No. of Accommodation Units in this building;----
rloffvpe of Flreplaces Proposed: Gas AppliarlcHl
l<_sb -)x * x x *5.rr{* * * :t * r* * + :F :r * * + * * * FoR o FFIC E U SE
17 Reports I
17.1 Start-up report
H!fi;;ff]ure and the date atrhe bottom orthe l///1'f starl-up report.O
Start-up actlvltles Page Measured valuos Remarks
1 Fill the healing system and check that all connections are tight
- Inlet pressure of expansion tank (observe the Installation Instructions
for the expansion tank)
- Pressurize the system
- Fill the condensate trap
&o Wp"i
ADdt'
2. Carry out a gas tightness test 27 Vzs
3. Note down the gas characteristics:Wobbe index
Operating heat value kWh/m3
4. Vent the gas supply conduit 29 NDnleJ / ,q)/e
5. Check and if necessary adjusr the ""rbon *6861d&onr"nt (Co2)7,8 ,.
6. Check the combustion airlflue gas connection 30 w
7. Convert the appliance to another type of gas supply (onty if altowed)86 N/%
8. Measure the gas connection pressure (llow pressure)30 t7,'S inch w.C.
9. Check and adiust the gas/air ralio .tl -, L inch W.C.
10. Measure the pressure on the tesling nipple on the burner cover nl/A inchw.c.lhtl*,,l/
1 1 . Measure the pressure in the ilue pipe A{einchw.c./k//*,,t/
12. Measure the carbon monoxide content (CO)33
13. Check and if necessary adjusilhe ca,bon #LSlg &ntenr (co2)?,P v"
14. Make the necessary settings on the thermostat 36 w
15. Carry out function testing 33 w
16. Measuring the ionization current JJ 3,7 pe
17. Fitting the casing 35 w
18. Inform the owner; hand overthe technical documents JC w
Conf irm orooer starl-uo
rerrT I,Lt4 //:tt
(-l,t*rkf"-ll"f
?7o-il-z-*zs
(t/rt f or b
Company stamp/sagnature/date
TO\^TNOF VAIL
75 S. FRONTAGE ROAD
VAIL, CO 81557
970-479-2138
Valuation: W,025.00
Fireplace lnformation: Restricted: Y
lnvestigation->
willcdt-->
DEPARTMENT oF CoMM'f, DEVELOPMENT
Lo+ \8
"-lT,'^NOTE: THIS PERMIT MUST BE POSTED ON TOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMIT Permit #:8,03-0217
Job Address.: 1359 GREENHILL CT VAIL Status.....: ISSUED
Location......: 1359 GREENHILL COURT Applied...: 08/14/2003
Parcel No....: 2103'1,2403049 Issued ...: 08/1.4/2003
Project No...: Expires...: 02/10/2004
owNER MEISTER, RICHARD W. & ITULIE 08/a4/2OO3 Phoner
21 MERRII-,L CIR S
MORJAGA CA
94556-2440
I-,icense:
CONTRACTOR MASTER SEAIJERS 08/L4/20O3 Phone: 9'70-476-397s
P. O. BOX 4473
VAIIT, CO
816s8
License : 57'7 -B
APPL,ICAIflI MASTER SEALERS 08/L4/20O3 Phone: 97O-476-3975
P. O. BOX 4473
VAIL, CO
815s8
License:
Desciption:
cornmon element: re-roof same for same both sides of duplex
Occupancy:
Type Construction:
TypeOccupancy: ??
Wood Pelleh
Building-> $593.25 Restuarant Plan Review->
Plan Check-> S3I5 . 51 DRB Fee---------->
AddSqFh 0
# of Gas Appliances: 0 # of Gas [,ogs: 0 # of
$0. oo Total Calculated Fees-> $981.85
s o . oo Additional Fees----->s0.00
S0.00 Total Permit Fee-> $981.86
SO. OO pavments__> 9991. 8 6
S0 - 00 Recreation Fe€--->
$3 . oo Clean-up Deposit---->
TOTAL FEES----------> Se81.86 BALANCE DUE-------->
Approvals:I€e.m: 05100 BU]LDING DEPARTI{ENI
o8/L4/20o3 DF Action: AP
Item: 05400 PLAIINING DEPARII{HW
Item: 05600 FIRE DEPARTMENI
Item: 05500 PIIBLIC WORKS
$0.00
oo See page 2 of this Document for any-conditions that may apply to this pei-mit.
DECLARATIONS
I hereby acknowledge that I have read this applicatiory filled out in full the inlormation required completed an
accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and
plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning
and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable
thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV
PM.
SIGNATUREOF
49 OR AT OUR OffiCE FROM 8:00 AM -4
OR CONTRACTOR FOR HIMSELF AND OWNEF
PAGE 2
Permit #:803-0277
CONDITIONS OF APPROVAL
as of 08-14-2003 Status: IASUED
PermitType: ADD/ALTMFBUILDPERMT Applied: 08/74/2003
Applicant MASTERSEALERS Issued: 08/74/2W3
97047G3975 ToExpire:02/10/2$4
Job Address: 1359 GREENHILL CT VAIL
Location: 1359 GREENHILL COURT
Parcel No: 21.0312403049
Description:
common element: re-roof same for same both sides of duplex
Conditions:
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQTITRED TO CHECK FOR CODE
COMPLIANCE.
Cond:14
(BLDG.): ALL PENETRATIONS IN WALTS,CEIUNGS,AND FLOORS TO
BE SEALED WTTH AN APPROVED FIRE MATERIAL.
Cond:16
(BLDG.): SMOKE DETECTORSARE REQLIIRED INALL BEDROOMSAND
EVERY STORY AS PER SEC.310.9.1 OF TT187997 UBC.
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORKCANBE STARTED.
APPL,cAr,frLq&L8 l*3t*''Pero:-ol+r
Building Permit #:
L BUIL
requl
97 O 47 I -21 49 ( I n s pections )
TION
ical, etc,!TOWNOFYAIL
75 S. Frontage Rd.
Vail, Colorado 81657
f6:zzZz;<!j -t-=4.21,
Town of Vail Reo. No.:ntact and Phone #'s: 4 z €?a//7?z - {2a
Email address:
COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials
BUILDING: $ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $TOTAL: $ ?9.227. z z
For Parcel # Contact Assessors Office at 970-328-8640 or visit
|/a7 /7/ aJ d.7?za7 ./ >/ a3 c ra
rESS:t7 /.t/l4?tt t caz14
'22 ce +:s.d/too *,74- / ."-.r27./t,.'z//l/a/H'
Subd iv is ion : Z/.,e.r// 7--77a/
Engineer:
'82$a nafr t/.ir al oo-'t;rtfrr.-t'ruLf;fr2.,
WorkClass: New() Addition( ) Remodel ( ) Repair( ) Demo( ) Otherl{a'rzdzZaf
Does an EHU exist at this location: Yes ( ) No Work Type: Interior ( ) Exterior (
Type of Bldg.: Single-family ( ) Two{amily (4 Mulli-famny ( ) Commercial ( ) Restaurant ( ) Other( )
No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building:
Wood/Pellet( ) Wood Burni
No/Tvpe of Fireplaces Proposed: Gas ApDliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWEQ
Does a Fire Sprinkler System Exist: Yes ( ) No ( )Does a Fire Alarm Exist:
************+********,i***************FOR OFFICE USE ON LY****************l****!r-^********'r*|t****
Planner S
\Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07 t26t2002
Questions? Callthe Building Team at 479-2325
Department of Community Development
Project Name:Z-z/4r // .---e77-r./fo 4z//.aazxt/
Project Address:.--/3ey'.7 lta//
-a/
IOl,t'N 0r l"4lt
o?zav
/ This Checklist must be comoleted before a Building Permit application is
accepted.
pages of application is complete
DRB approval obtained (if required) Provide a copy of approval form
inium Association letter of approval attached if project is a Multi-Family complex
site olan submitted
blic Way Permit application included if applicable (refer to Public Works checklist)
ng plan included (refer to Public Works checklist) No dumpster,parkino or material storaoe
test and results submitted if demolition is occurrinq
Architect stamp and signature (All Commercial and Multi family)
I floor plans including building sections and elevations(4 sets of plans for Multi-Family and
Window and door schedule
Fy'll structural plans, including design criteria (ie.loads)
tructural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
Soils Report,rnust be submitted prior to footing inspection
Fire reslgtfve assemblies specified and penetrations indicated
Sqre(e detectors shown on plans
Types and quantity of fireplaces shown
Applicant's Signatq
Date of submittal:
F:/everyone/forms/bldperm2
Received By:
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire'Depaftment Approval; Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Department, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
menLioned maximum requirements, Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this depaftment to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed
-f ,r'./lz"&- / ))
Project
Date:
Name:;.,=7777fi
F: everyone,/forms/bldperm3
Parcel Delail
E*-c_"l,F g"8pNTY n"*"ll stte indexll count,/ contactsll sEARcH [: _-____J E
Page I of3
Elected officiEls t County services v Community t I +,,ent to, ,, v Vis itors v
Eagle County Assessor/Treasurer
Parcel Detail Informataon
Assessor/freasurer Propefty Search I Assessor Subset Query I Assessor Sales Search
Basic Building Characteristics I Tax Information
Sales Detail I Value Detail I Residentia l/Com mercial Improvement Detail I Land Detail
210312403049
RICHARD W, & JULIE L.
LD GREENWICH. CT 06870
Owner Name and Address
Legal Description
Location
Ph!"ktl Add'"t*l@
Subdivision:GLEN LYON SUBDIVISION
Acres:0
Property Tax Valuation Information
:GLEN LYON SUBDIVISION DESC:
UNIT 18E BK-0488 PG.O17O
Assessed Value
http://www.eagle-counfy.com/GoodtumVassessor/parcel.asp?ParcelNumber'210312403049 08/1112003
Parcel Dolail Page 2 of 3
ll tor"" ll r.t tr,ruoll tt,otoll
Basic Building Characteristics
Tax Information
Sale Date:L5tt993
Number of Residential Buildinos:
Number of Comm/Ind Buildinos:
Residential Buildinq Occr rrrance I Characteristics
BALCONY:60s
MAIN FLOOR AREA:12,oo2
DECK:LL2
HEATED AREA:3,189
FIN BSMT=TO ABOVE:t,187
ABSTRACT_CODE:SINGLE FAM. RES.IMPROVEMTS
ACT YEAR BLT:1987
, AIRCOND:NONE
ARCH STYLE:2 STORY
BATHS:2.5
BEDROOMS:J
BUILDING_TYPE: I DUP.TRIPLEX
CONST-QUAL:AVERAGE
EFF YEAR BLT:1987
EXTERIOR_WALL:WD SID AVG
EXTERIOR WALL:FACE BRICK
FIXTURES:11
FLOOR:
I rLoon:
FRAME:WOOD FRAME
HEATING FUEL:GAS
HEATING TYPE:FORCED AIR
I INTERIOR-WALL:DRYWALL
NEIGH BORHOOD:GLEN LYON SUBDIVISION
B99r=t9vE8l WD SHINGLE
IGABLE/HIP ..
ROOMS:C I
STORIES:
I
STORIES 2.0
UNITS:1 I
USE CODE:RESIDENTIAL
WALL FIN:N/A
SUPER NBHD:VAIL CORE, 1.H., GOLFCOURSE
http:i/www.eagle-county.com/Goodtums/assessor/parcel.asp?ParcelNumber2ll312403049 08/11/2003
Parcel Detail Page 3 of3
Tax Year Transaction TvDe Amount
1997 Tax Amount $4,422.L6
1997 Tax Payment: Whole ($4,422.16)l
1998 Tax Amount $4,64L.231
1998 Tax Payment: Whole
Tax Amount
Tax Payment: Whole
Tax Amount | $4,6e9.s4
Tax Payment: Whole | ($4,6e9.e4)
Tax Amount $4,063.24
| 2001 |Tax Pavment: Whole ($4,063.24)
l- ,oo1-l I Tax Payment: Whole $4,063.24
[-root-___l Tax Payment: Whole ($4,063.24)
l- ,oo1-l Interest Charqe $203.16
t-rool-__l Interest Payment ($203.16)
-o'02
I Tax Amount $4,245.60
2002 Tax Pavment: First Half ($2,122.80)
2002 Tax Payment: Second Half ($2, 122.80)
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Assessor Database Search Options I Treasurer Database Search Options
Contact us by phone: (970)328-8640, in Colorado (800)225-6136
By mail: Eagle County Assessor, 500 Broadway, PO BOX 449, Eagle, CO 81631
Or by e-mail: markc@eagle-county.com
The Eagle County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns
Software and the Eagle County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained.
Copyright @ 2001 Good Turns Software. All Rights Reserved.
Database & web Design by Good Turns Software.
http://www.eagle-county.com/Goodturns/assessor/parcel.asp?ParcelNumber:2 I 03 I 2 403049 08/Lt/2003
0S2&2004 Inspecdon Requast Reportlng Page 12
5:37 pm ____ ' vAtL, co - Towt{ OF _ _
Requested Inspect Date: Thursday, May 27 ,2004 lnspecton Area: DF
Slb Address: 1359 GREENHILL CT VAIL
'35S
GREENHILL COURI
ArPrD lnlbm.tlon
Actvhv: B0$0!lt7 TvD.: AMF SubTvD.: AIF Silltrr: ISSU€D concTyr6: occuprirly: (6e: hlpAr: DF
olmrcr: MEISTER. Rlcll,RD W. &'JIJLE L.
Applhati: MASTER SEAERS Pfnns: 97$47F3975
ReouerEd lnsoecf,on(s I
Item: g0 BLDG#lnd
Reqwslor: iIASTERSEALERS
AsshnedTo: CDAVIS - Acfon:
[.Er
lnsoac0on H|3brv
!bm: 226 FIRE OEPT. l.lOTFlCATlOl.l fbm: 10 BLDG,Foodnc/Sbol lbm: 20 ElDG.Founfrorvs.led l5|r: t) BLDC'-F anho
llem: 50 BlDemddn
liam: 60 BLtxt€ffiockNdl lbm: 70 BLDCrMhc.liem: s BLDeH|EI
't€m:
21 Pl-Al*LCFonn<bllonPbn
l!am: 22 Rtl$il-CSfbPlan
nmo Exp:
Requested Tlme: 08:00 AIS ' Phon€: 97$47S3975
Entored By: LCAIIIPBELL K
REPT131 Run Id: 1893
Design Review Board
ACTION FORM
Departnent of Community Development
75 Sorrth Frontage Road, Vail, Colorado 81657
tel: 97O.479.2139 fax: 97O.479.2452
web: www.ci.vail.co.us
Proiect Name: Meister Re-roof DRB Number: DR8030316
Project Description:
common element: re-roof same for same fire-rated cedar shake on both sides of duplex:
signature of applicant subs for owner's signature
Pafticipants:
OWNER MEISTE& RICHARD W. &JULIE 08/11/2003 Phone:
21 MERRILL CIR S
MOMGA CA
94556-2840
License:
APPLICANTMASTERSEALERS O8/lLl2O03Phonei970-476-3975
P. O. BOX4473
VAIL, CO
81658
License:
CONTMCTORMASTERSEALERS 08/11/2003 Phone:970-476-3975
P. O. BOX 4473
VAIL, CO
815s8
License: 577-B
ProjectAddress: 1359 GREENHILL CTVAIL Location: both sides
Legal Description: Lot: 18 Elock: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403049
2103124030s0
Comments: same for same cedar, both sides
BOARD/STAFF ACTION
Motion By: Action: SIAFFAPR
S€cond By:Vote: DateofApprovaa: 0811412003
Conditions:
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
O
DRB Fee Paid: $O.OO
o
Eckel Plannen Elisabeth
T0l4e'ffi
o
A
General Information:
All projects requiring design review must receive approval prior to submitting a building permit application. Please
refer to the submittll requirements for the particular approval that is requested, An application for Design Review
cannot be accepted untii all required information is received by the Community Development Departfient' The
proFct may alsb need to be reviewed by the Town Council and/or the Planning and Environmental Commission.
'Oeiign rerriew approval lapses unless a building permit is issued and construction commences within
one year of the approval.
r6a
1't '' I
ti :.t ii''{': : /l
/1 i ,.Ill
, i1'' ,'t" I 'l \'7 ,,Li t" !
,tt _
pplication for Design Review
Department of Community Development
75 South Frontage Road, Vail, Colorado 81657
tel 970 .479 .2!39 f ax: 970 .479 .2452
web: www,ci.vail'co.us
Owner(s) Signature(s):
/ zztsz
.?/il on')fAr-rd"
1z>'
2- Jtt a
Name of ApP1is71111 ..-1r>a/4/z
Maifing Addresst4 Zt
E-mail Address:
Type of Review and Fee:
- Signs
D Conceptual Review
E New Construction
tr Addition
n Minor Alteration
( m ulti-fag{fi commercial )
r Alteration $20
(si ngle-family/du plex)
$50 Plus $1.00 per square foot of total sign area'
No Fee
$6s0
$300
$2s0
For construction of a new building or demo/rebuild'
For an addition where square footage is added to any residential or
commercial building (includes 250 additions & interior conversions)'
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For minor changes to buildings and site improvements, such as,
reroofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For revisions to plans already approved by Planning Staff or the
Design Review Board.
Description of the Reque stz .4 /" ,'/e>zzr /ta'-'al/ /at<- rp* z/
_ ,//:
Locatlon of the P!'oPosal: Lot'.. I f) Blo.k'- Sr rhdivic.ion'. I Ea// l.zeZ/
Physical A{!ress: /3 ry t-.//t.,/Zzz €azzz/ 'e?zz'tv fuaTt2 gzaibyl
(Contact Eagle Co. Assessor at 970-328-8640 for parcel no')Parcel No.:
Name(s) of owner(s): la
Mailing Address: r')
?zZt/
tr Changes to Approved Plans $20
nof er
o Existing and proposed contour lines. Retaining walls shall be included with the top of wall
and the bottom of wall elevations noted.
Lighting Plan:o Indicate type, location and number of fixtures.o Include height above grade, lumens output, luminous area a Attach a cut sheet for each proposed fixture.
tj''
II. REPAINT PROPOSALS
For all proposals to repaint existing buildings, the following supplemental information is required:
o Color chip or color sample including the manufacturer name and color number(s)o Architectural elevation drawings which clearly indicate the location of proposed colors (ie.
siding, stucco, window trim, doors, fascia, soffits, etc.) The following is an example:
Page 5 of L2/02/07loZ
Buildino Materials
Roof
Siding
Other Wall Materials
Fascia
Qnffifc
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Notes:
Please specify the manufacturer's name, the color name and number and attach a color chip,
Page 6 of l2lo2l07liz
IOI4/NM
Design Review Board
ACTION FORM
Departrnent of Community Development
75 South Frontage Road, Vail, Colorado 81657
teli 970.479.2139 faxi 97 0.479.2452
web: www.ci.vail.co.us
Project Name: Meister Re-roof DRB Number: DR8030316
Project Description:
common element: re-roof same for same fire-rated cedar shake on both sides of duplex:
signature of applicant subs for owner's signature
Pafticipants:
OWNER MEISTER, RICHARD W. & JUUE 08/11/2003 Phone:
21 MERRILL CIR S
MOMGA CA
94555-2840
License:
APPLICANT MASTER SEALERS 08/11/2003 Phone: 970-476-3975
P. O. BOX4473
VAIL, CO
81658
License:
CONTRACTOR MASTER SEALERS OB|LL|2O03 Phone: 970-476-3975
P. O. BOX4473
VAIL, CO
81658
License: 577-8
Project Address: 1359 GREENHILL CT VAIL Location: both sides
Legal Description: Lot: 18 Block: Subdivision: GLEN LYON SUB.
Parcel Number: 210312403049
210312403050
Comments: same for same cedar, both sides
BOARD/STAFF ACTION
Motion By: Action: STAFFAPR
Second By:Vote: Date ofApproval: 08/1412003
Conditions:
Cond: B
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
$o.oo
o
Fee Paid
o
Eckel Planner: Elisabeth
*Ji
.. f j
TOWN OF VAIL
75 S. FRONTAGE ROAD vArL, co 8L657
97 0-47 9-2r38
Job Address...:Location......:
Parcel No.....:
Project Number:
1359 GREENHILL CT
2t o3-724-03-049
Status . . .
Applied..
Issued...
Expires. .
Valuation:
tof Gas Logs:
TSSUED
t0 /ts /tee6 La/L5/Lse6
o4/L3/ree7
Phone z 3038275736
Phone z 3038275736
6, 880 . 00
#of Uood/Pa I Let:
DEPARTMENT OF COMMUNITY DEVELOPMENT
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHAN]CAL PERMIT PErMit #: M96_016?
APPLICANT JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645
CONTRACTOR JERRY SIBLEY PLUMBING
P O BOX 340, MTNTURN CO 81645 OWNER MEISTER RICHARD W & JULIE L
2]- MERRILL CIR S, MORAGA CA 945562840
Description:
NEW BOILERS TELEDYNE
F i rep (ace Information: Restricted:
fiechani ca t--->
Ptan check--*>
Invest igat i on>
lli tt cal.(----> 3.00
flof cas App I i ances:
140.00 Restuarant P lan Revier,,/-->55.00 oRB Fee--------.OO TOTAL FEES-----
.00 Total Catculated fees---)-00 Addi t iona L Fees--------->17E.00 Total Pernit Fee-------->
*****************tk******ir*****************#(****#r****Jr** FEE SU ITARy *******************tr****)****************#**************
17E.00
.00
17E.00
17E.00
Dept: BUILDING Division:
Dept: FIRE Division:
Item: .O51OO BUILDING DEPARTMENT IO/75/7996 CHARLIE Action: APPR IIEM:-.O56OO FIRE DEPARTMENT I0/75/7996 CHARLIE Action: AppR N/A
COND]TION OF APPROVAL
1- FrEr.,D rNSPEcrroNS ARE REQUTRED To cHEcK FoR coDE coMpLrANcE.?. cQl4BlrsTroN ArrR-_Iq BEQUIRED pER SEC: 007 0r' rHn-rS9i--uMe .- ---3. INSTAL!,ATION-UqST CONFORM TO MANUFACiUNNS- TTISiNOCIiOfr'S-AUN TO APPENDIX CHAPTER 2L OF THE 1991 UMC._4. GAS APPLIANCEg_SUAL! BE VENTED ACEORDiNG TO CHAPTER 9 AND _ srlAl-,l, TERMTNATE-_4S_QpEqrFrED rN SEC.906-OF-rHn -tSg-l uu-c-.-s. 4qgEss ro HEITING'' EQUrpMEur uosr-eollFr,i wiru--sue .5os-eNo 703 OF THE 1991 UMC;6. BorLERs SHALL PE-MQqNTED oN FLooRs oF NoNcoMBUsrrBLE coNsr._ gry_LBqg I,rgrED_ qgR,l_4qqNrrNc oN coMBUSlrBi-E-FLooRiNG;- --'.--'7. pEBl,lrT,pr.,ANq^ANA qADE ANALysrs Miusi-BE-Fo-sieD-'ir.i-raecHeurcer,- ROoM pRroR r.q_al!_.rNqpEcTioll neoijnSt: -- --*--
B. IRAINAGE OF.UqC{ANICAT, N66MS- E6I.ITEiIITUE HEATING OR HOT-WATER gqppr,y BorLEB.s^$HAr,! BE EQUTppED-wr-H- A FLdoR- DneiN--Fnn sEc-.'2119 0F THE 1991 UMC
**************************************************************************J.*****
DECTARATIONS
I hereby acknoHledge that I have read this apptication, fitl.ed out in ful.l the information required, conpteted an ptan, and state that att the infortnat ion provided as required is correct. I agree to compl.y with the information to compty vith atl, Tovn ordinances and state taws, and to buitd this structure according to the ToHnrs zoning and
REOUESTS TOR INSPECTIONS SHALL BE IIADE TI/ENTY-FOI'R HOTJRS ADVANCE BY Ar4 AT oUR OFTICE FROl.l 8:00 A 5:00 P14
SIGNATURE OF OIINER OR CONTRACTOR FOR HII.ISELF ANO OIINER
accurate P Lot
and ptot p tan.
subdivision
****************************************************************
TOWN OF VAIL, COLORADO Statemnt * * * * * *** * * * * * * * * * * * * ** ** **t ****** * * *** *** * * * * * ** * * * * * * * * * * * * * * * *
Statemnt Number: REC-021-8 Amount:178.00 1o/]-5/96 12:.20 fnit: DS Payment Method: CK Notation:. #24443
M96-0167 Type: B-MECH MECHANICAL PERMIT
2LO3-r24-0 3-049
1359 GREENHILL CT
Total- Fees l 1?8.00 Total ALL Pmts:
Balance:**************r.*************************************************
Permit No:
Parcel No:Site Address r
This Payment
Account Code
01 0000 41312
01 0000 41332 01 0000 41336
Description
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL TNSPECTION FEE
178.00
l-78.00
.00
Amount
140.00
3s .00
3.00
$^-*,,, L 03 - tzr+-o 3- ,,#?3HH"?f, X*,il:'ffi***F
oern:elq lqu
PERI,TIT #
^ APPLICATIoIT MUST BE FIIJLED OUT COMPLETEITY OR IT l{AY NOT BE AcCEPTED {
r******!r********************** PERI{IT rNFORIIATION *****************************rl|I J-Buirding [ ]-plunbing I l-Electrr.car g{-uechanibar [ ]-other l\ .-r I t t\ r^ . \ -
Job Narne:@ Job Address: tas4 Greo,.,hltt rt Fsr-l- \rr,
Legal Descriptiorr,tlot l8 Block_ Flling
olrners Name: y\Q;5+ep.-lWohxd Address: _pt.
Architect! _Address: ph.
OTHER: $
TOTAL:
----
Address:
Electrical
Address:
Contractor:
.Plunbing Contractor:
Address:
Mechanical Contractor:
AUTLDING PERUTT FEE:
PLT'I'IBING PERIifIT FEEs
UECNANTCAIJ PERMTT FEE:
EIJECIRICAL aEE3
OTIIER TYPE OF FEE:
DRB'FEE:
BUTLDING!
STGNAT{'RE:
ZONTNG:
STGNAtrURE:
ceneral Description:
Work Class: t l-tew fl3-eltera
Number of Dnelllng UnLts: I
.,Irtr"" and Tyge of Firepraces: Gas Appriances I eas L,,gs { wood/perl &_6r_v !*** * * ** **** **.rd..r.r.r-
-
T
'f*************
******************** vArJtATroNs *************** ******************
BUTLDING: $
PIiTJMBTNG:
x**************** ** *** *a****rl Eeneral contractor:
Address:
* * * * * ****** **** * * * ** * * ***** ** * * *FOR oaFrcE usE ***** * ********** ****** ** ****it**
Town of Vait Res. llo.l3Q f Phone Nrr\her : 9\Lf - -sa=rT-
BUTIJDING PIAIT CIIECK FEE:
PLI'U8ING PI,AN CHECK FEE:I.IECHNITCEIJ PIJAI{ CHECK FEE:
RECRE.ATION FEE:
CL,EN{-I'P DEPOSIT:
TO:IAL PERI,fIT FEES:
zoo,ooa R\o r+lc, i l4<d d r-<z-, I Ulq 1 _-
[ ]-Additionat [ 1-hepair [ ]-other
Nunber of Accornnodation UnLts:
EI,ECTRTCAL: $
I.lEcIutNIcAr, fa:6m
coNIR,A,qloR INFORI{IAIION * * * * * * * * * * * * * * * * * * * * * * * * ** *
Town of Vail Reg. NO.Phone Number:
Town of Vail
Phone Number:
Town of VaiI
Phone Nunber:
Reg. NO.
Reg. NO.
cl.tArl In) DEPOSIT REFItm rc: JFf \lv-,'s','unD ^': Rtr[::b ErteLt't
TO:
FROM:
DATE:
RE:
^-
-
MEMORANDUM
--ALL COIITRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
M4Y.9,1994
.WHEN A "PUELIC WAY PERMtr'.IS REQUIRED
Job Name:
Dale:
Please @arding the need tor a'pubtic way permit.:
ls this a new residence?
ts demol'rtion work being performed
that requires the.use of the right
of uay, easomenls orpublic proper.ty?
ls any utilig work needed?
ts the driveway being repaved?
ls different a@ess needed to site
other than exisling diveway?
ls any drainage wodt being done
atleaing ths right of way, easernents,
or public property?
ls a'Revocable Right Of Way permif
required?
A. ls the right of rvay, easements or
public property to be used for staging,
padring orfencihg?'
B. lf no to 8A, ls a parking, staging
or fencing plan requlred by Community '
Development?
YES
' '
]t-r9u- a19yer9d yT.Jo any oflhese questions, a'Pubtic way permlt. mu$ be obtatned.'Public Way Permif
NO
1)
2l
3)
4l
5)
6)
n
8)
j_rublic way Permit' app[cdions.may bo obtalned a tne. puUnc Wort's office or ar
T.TTlug,ty Devehpmen!
-lf rw hgre-any questlons ptease bl crrartie oavfs, i6 fi*n ol Vail Gorstruction Inspedor, d, 429-21 6A.'
I have read and answered allthe above questions.
Contrac-to r's Signdure
qb
Job Name
qlq
r.E\
75 aoulh |ronleg. rcrd
Yrll. color.do 81GSt
(303) 479-21.38 ot 479-2L39
TO:
rRolt:
DATE:
slt&rEcr:
ottlcc of communlty dcuclopmcnt
AI,L CONTRACIORS CURRENTLYL REGISTERED WIIE THE rOWN OF VArL
TC'I{N oF VAIL PUBIJC WORKS/CO}IMI'NITY DEVEIOP}{ENT
MARCII 16, 1988
CICNSTRT'qTION PARICING & UATERTAL STORAGE.
(i.e. contractor, owner)
rn su'''azy, ordinance No. 6 states that it is unlawfur for any person to litter, track or deposit ini-soil]-rii, sand, debris or material, including tras5 i.if.sters, portable toilets and worloen vehictes.gpon any streetl siaeiaii;;ii;y or public l1?9" 9r aTry porrion tbeieof. iire rignt_oi{;t-;n al1 Town oi vail streets and.Iga-d= is approiirnateiy 5 ft.-6ti pavenent.This ordinance wil| be.itriEiiv'irnforced, by the Town of vair Pubric lforks Deoartment- persins found ,riirr"trng this ord,r-nance will-be given a 24 hour r=iat;;-;otice to renove-said nateriar..rn tbe event the person so notified aoes noi- conpry with the notice nithin the 24 hour tine ;p".iiiJi,"if""ilf,ric r{orks Deparrnenr wiu reDove saia uiteliii-ii-tu;';r6;;=" of person notified. The provisioni-ot-thil orainance shalr not be appricable to c-onstructi"n, -n"iif"rr.rrr" or repair projects of anv street or arrev or anv-utiiiiies--i; G"-;iiti-"*"v.
To review Ordinance No. 6 in full, please stop by the Town of vail Building Departnent to ouiiin a copy. rlanr you for your cooperation on this rnatter.
Read
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TO:
FROM:
DATE:
RE:
ALL @NTRI
TOWN OF VI
MAY 9, 1994
WHEN A "PI
MEMORANQIIM re Tor prrfcttl
Sares
UAXIMUM COMFORT POOL & SPA
l!,: y1q : ":, r spa sa/es --_A_===_-
Job Name: Meillar Krr;'oare: ?-m1-
Please answer the following questionnaire regardlng rne nceu rur a , r.v.!y r--, Pgrmit":
YES
",:-::":::0"^t",ittE7''" @mrggg
' v uu . aooa aufll@UED a)f_/!I?vat. Colorado gt6Sa
t u, tosr6l6'tt,t ,.;f:i:,,2i";,:#:S!:f:
,\"
/m//
Co
o
Date
o
"'iu''"i*N'
)$o -'dtu
NO
Y
Y
'.\
r
..vt'
1) ls this a new residence?
2) ls demolition work being performed
that requires the use of the right
of way, easements or public property?
3) ls any utility work needed?
4) ls the driveway being repaved?
5) ls different access needed to site
other than existing driveway?
6) ls any drainage work being done
affeAing the right of way, easements,
or public property?
7) ls a "Revocable Right Of Way permit"
required?
8) A. ls the right of way, easements or
public property to be used for staging,
parking or fencing?
B. lf no to 8A, is.a p?rki!9, staging M or fencing plan required by Community Al Development?
lf_You answered yes to any of these questions, a "Public Way Permit" must be obtained.
'Public Way Permit" applications may be obtained at the Public Work's otfice or at
Commulity Development. lf you have any questions please callCharlie Davis, the Town
of Vail Construction Inspector, at 479-21*.
have read and answered allthe above
ftqrL"r_l?uiarq
Job Name'- v ntractor's S
/a- 7+
rNsfl'oN REeuESr
TOWN OF. VAIL
,r;/ .') 47g-21gg ' ^
fl0l /r-t<,.- y';.- ltr/r r,,^ n -.--
/- 4,// -l// /4 r/
PERMIT NUMBER OF PROJECT
DATE
READY FOR INSPECTION:
LOCATION:
JOB NAME
CALLER
TUES WED THUR FRI
r7
,F APPROVED
CORRECTIONS:
T] DISAPPROVED tr REINSPECTION -REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATEB
B FOUNDATION / STEEL
ROOF & SHEER
PLYWOOD NAILING tr GAS PIP'NG
INSULATION POOL / H. TUB
tr SHEETROCK NAIL
T] FINAL tr FINAL
ELEGTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
O EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
7 ..., ,'r,",-DATE INSPECTOR
Fl*.B{."i..#q:7.rplr-:'i!i+?'|,.t-Tt\:5rr:,c-jnrt'-|Ei3"'...'-*-.",,.'
"- -'
, i Dlgn Review Action ro,fi
"i
Category Number
Project Namer
Building NamE:
Projecl Description:
.|-{1qwY,'"'q?
TOWN OF VAIL
/ /- /Da,e q /r /? L/
>---t
Owner, Address and Phone:
tuchitecUContact,
t-t
Legal Description: Lot /b Block
I ,t,
Zone District
Board / Staff Action
Motion by:Vote:
Seconded by:
f] Approval
! -Disapproval
fl Staff AnRroval
Conditions:-il.-n
revlsed 9/4lgt
APPLICAIION - TOWN Otr VAIL,
DATE APPTICAT]ON RECETVED:
DATE OF DRB MEETTNG:
TOV " U0fu1 M, DEV, D I [,T,r'rs .rpprrr*'rti iilril lio", AccEprED UNIIL ALL REQUIRED INTOnMATION XS SUaUITTED r*ttttrttt
I.PRO.JECT INFORIIATION :
A. DESCRIPTION:
coIoR.rDo
rg9t
B.TYPE OF REVIEW:
New Construction ($200.00)
Addition ($50.00)Review ($0)
D.
ADDRESS:
LEGAL DESCRIPTIoN: Lot. IX Block
t, l-subdivisi on @ tz.-n L{t-v.-
If property is described by description, please provide attach t.o this application.
ZONING:
LOT AREA: If required, applicant
stamped survey showing lot area.
G.NAME OT APPLTCANT, Jd;C L.Mailing Address:
a meets and bounds legal
on a separate sheet and
E.
F.must provide a current
H.NAI'{E OF Mailing APPLICANT'
Address:
s REpREsENrArrvE . y'/*n'^rr^ 6uB'rr P*risg*
266
J.
K.
I.NAI'{E OF OWNERS:
*sIGlrATURr (S) :Mailing Addr{/s:
ensure the correct fee is paid.
FEE SCITEDULE:
Condominium ApprovaL if applicable.
DRB FEE: DRB fees, as shown above, are to be paid at the time of subrnittal of DRB application. Liter, when applying for a building permit, please ident.ify the accurate va.l-uation of the proposal . The fown of Vail will adjust the fee according to the table below, to c
$ 50,001 - $ 150,000
$150,001 - $ 500,000
$500r 001 - $1,000,000
$200.00
$400.00
$s00 .00 $ Over $1' 000r 000
* DESICN RTVINW BOARD IPPROVAI. TXPTRTS
.trPPROIIAL UNI.SSS A BUII.DING PBRMIT IS
STARTED.
t*NO APPI.ICATION T|ILL BE PROCESSED WTTEOOT OI{NER'S STGNATURE
1
7'7fl
s100.00
ONT IAAR AFTER TI}IAI,
ISSUED AND CONSTRUCTION rs
,,Rev seo ----
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
General Public
Community Development Department
February 19, 1992
Movable/Portable Hot Tubs and Soas
As technology has progressed, a new Vpe of hot tub and spa has been developed. This new
iype is esseniially a self-contained unit with all plumbing, etc., ccntained within the structure of
the unit. The only necessary component for this Vpe of unit is an electrical outlet For the
Town's purposes, these units will be considered. moveable,/portabie hot tubs and spas.
The following information must be submitted, where applicable, with all requests for
portable/moveable hot tubs or spas:
a, '))rla {_. Survelr or site plan -The pn(drng location, all property lines and the proposed hot tub (L@ , r -- unit should be shown. t/
-J:^.)Ur44J
./Q \
6L '/'
C,.rt>hpe,.tiZ., Cut sheeVphotograph of unit - All units must be U.L. tisted and must meet the UBC. t/TrJu.Jal -'
Nln condo Association - lf a unit is to be located on a general common element (G.c.E.) n / ^or limited common element (L.C.E.), condominium association written approval must be ''{ "'
obtained.
Hazards - A hazard letter will not be required unless some other structure, as defined
insection18.04.310of theTownof Vail Municipalcode,isalsobeingadded. specific
requirements for structures in hazard areas are in Section 19.69 of the Town of vail
zoning code. Maps indicating hazard areas are available in the Community
Development Department otfice.
A hot tub may be adcjed to an existing, conforming (legal) deck. Decks'may encroach into
setbacks, including front, rear, side andcreek, either 1/2 irre sebackdistance or 10 feetif
within 5 feet of grade, or 1/2 he setback distance cr 5 feet if more than 5 feet from grade.
Please refer to Section 18.50.050, 18.58.060 and 18.58.300 of the Town of Vait zoning code
for the specific regulations. Requests for hot tub/spa encroachments into sehacks further
than allowed for decks may be approved by the Design Review Board. Other secticns of the
code, which are not cited in this memo, may also be applicable to some installations.
All completed applications for movable/portable hot tubs will be reviewed by staff. No /approval can be given without all the necessary information as listed above.
This review program is not applicable to permanenLbuilt-in hot tubispa units. Al'r--
The Town will not regulate 'temporary" hot tubs which are sited for less than a 48-hour period.
UL- "'
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T NUMBER OF PROJECT
INSPECTION REQUEST
TOWN OF VAIL PERMI
DATE
a
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI WED PM READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V,
D ROUGH / WATER
O FOUNDATION / STEE-
D FRAMING
n ROOF & SHEER " PLYWOOD NAILING O GAS PIPING
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tr
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ROUGH tr EXHAUST HOODS
CONDUIT O SUPPLY AIR
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tr DISAPPROVED tr REINSPECTION REQUIRED
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PERMIT NUMBER OF PROJECT
oo'r\\-\--\JoB NAME
INSPECTION TOWN OF
REOUEST.
VAIL
I :o
READY FOR
LOCATION:
CALLER -
INSPECTION:
PL
tr
tr
tr
tr
tr
tr
n
UMBING:
UNDERGROUND
ROUGH / D.W.V.
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GAS PIPING
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tr EXHAUST HOODS
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CORRECTIONS:
Y-
'' /i'
/,'r -2 - V?oete/J - /'- 411 rNSPEcroR
u/
7
INSPECTION REQUEST'
TOWN OF VAIL PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:MON
JOB NAME
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a INSPECTION TOWN OF
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DATE
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DATE INSPECTOR
PnBisrloP
DATE 6-28-88
A.NAME OF APPLICANT
APPLICATION FOR
DUPLEX SUBDIVISION REVIEt,l
RICHARD M. PERLMAN
MAILING
ADDRESS 1555 N. ASTOR STREET IJNIT 8-WEST
cHrcAco, rLL. 60610 PHoNE (3r2) 454-0100 \<OF APPLICANT'S REPRESENTATIVE TONY PETRUCCIONE
E. LIONSIIEAD MALL VAIL, CO 81658 PHoNE 476-1600
OtlNER (print or type)RICHARD M. PERLMAN
pHoNE (3i2) 4s4-0100
1555 N. ASToR STREET UNrT 8, ITEST CHTCAGo, rLL 60610
D.LOCATION OF PROPOSAL
LOT 18 g19g1 SUBDMSI'N GLEN LYON FILING
F.
E.FEE $100.00 PAID
( date )
MATERIAL TO BE SUBMITTED
B.
c.
G.
H.
NAME
531
NAME OF
OI.INER' S
MAILING
PROPERTY
SIGNATURE
AODRESS
BY
2.
3.
t.
APPROVAL PROCESS, REVIEtll CRITERIA
These can be found in chapter 17.24 of the subdivision Regulations.
FILING AND RECOROING
The Department of community Oevelopment will be responsible for promptly
recording the plat and acconpanying documents with the Eagle couirty btei.t and Recorder upon Town of Vai I approval .
Two my1 ar copies of the duplex subdivision plat fo'l lowing the requirements of Section .|7.16.130 (C) , 1,2,3,4,6,7,8,9,.|0,.l.l,13 and
14 of the Subdivision Regulations.
The plat must contain the fo1 low.ing statement:
"For zoning purposes, the two lots created by this subdivision are to be treated as one entity wjth no more than one two-family residence allowed on the combined areas of the two lots." ltre statement must be modified according to the number of lots created.
A copy of the declarations and/or covenants proposed to assure the
maintenance of any common areas. The declaration and/or covenants shall specifjcally address the painting of the exteriors of the units so that the units will be painted the same color and maintained in the same manner.
t__--_-.-_
I
Z, , EAGLE COUNTY TITLE CORPORATION
- ESCROW ACCOUNT
Ccse, i'ic.: iCt!5,1
lui',3 r: R lCl-i,l;iC i'?. F'::r-:!,\. i
Lr.,"el ilL:ecr ipi'icn: L:r ll
l;::niza-iion of payi;cni pei- bri;nce ;lre:.i,;
1 3ii5 F:ep-;;1'ry Ta:ias
i 3,i ii ,.r:poi-r.7 T::os
,io.jc,rption F..:c
Te.'<ss fir priicidinS
Jor:.i€Tl,l B.\;!( tF ilE'lY:i
SLIrj L'/Ol'15 Sl,:: I Vl SIC:l
3425
aut
a -'i t ::
2 . t.t\t
3 ,174.2i
f.pf E l ; xr.r:+xte*7, I 19. 46
o STATE OF COLORADO
COUNry OF EAGLE
OFFICE OF THE TREASURER
CERTIFICATE OF TAXES DUE
ORDEB NO.:
VENDOR NO.:
ISSUED TO: The Title Company
PARCEL NO.: 0008197
ASSESSEDTO: Metro National Bank
Box 5524,T-A
Denver Co 80217
AMOUNTS REFLECTED ARE VALID ONLY UNTIL
-
PROPERfi DESCRIPTION
Block- Lot 18
Glen Lyon Sub.
CURRENTTAX 5,32-7
TAX DUE:
INTEREST: 10 5
ADVERTISING:
PENALTIES:
MISC:
TOTAL TAX DUE
TAX LIEN SALES OR
6/30/88
DELINOUENT TAX
L t vv J
STATUS: pug
5 , 434 .20
65
55
zo
NOTICE
I. THE UNDERSIGNED, DO HEREBY CERTIFY THAT THH ENTIRE AMOUNT
OF REAI ESTATE TAXES DUE UPON PABCELS OF THE SAME FOR UNPAID
REAL ESTATE PBOPERTY DESCRIBED HEREIN. AND ALL SALES OF THE
SAME OFFICE, FFIOM WHICH THE SAME MAY STILL BE REDEEMED WITH
THE AMOUNT REOUIBED FOR REDEMPTION. ARE AS NOTED HEREIN.
IN WITNESS WHEREOF. I HAVE HEREUNTO SET MY HAND AND SEAL
THIS 1 8 DAY OF MAV AD 19 8B
TOTAL AMOUNT TO REDEEM
SPECIAL ASSESSMENTS
1,685.26
TOTAL SPEC. ASSMTS
7 ,rl9 .46
THIS CEFTIFICATE DOES NOT INCLUDE LANO OR IMPBOVEMENTS AS-
SESSED UNOER A SEPARATE SCHEDULE NUMBER, PERSONAL PBOPERN'
TMES OF SPECIAL IMPROVEMENT DISTBICT ASSESSMENTS. MOBILE
HOMES. UNLESS SPECIFICALTY MENTIONED
FEE FOB ISSUING THIS CERTIFICATE $ 5 ' OO
DUE
TREASUREB. EAGLE COUNTY
MARY E. WALKER
o
tate
o
Bridge Street Real Es
and Investment Company
531 East Lionshead Mall
Vail, Colorado 81657
303-47 6-1600
Denver-534-5025
Professional Real Estate Brokers for Vail and Beaver Creek
75 soulh lrontage road
vail, colorado 81657
(303) 476-7000
May 13, 1988
Mr. T.J. Conners Vail Associates Real Estate
Lionshead Office
Box 7
Vail , Co
olflce ol communlly development
been instaLled on the
do 81658
L L8/ GIen Lyon Subdivision
Dear Mr. Conners:
From my observation, drain tiles have
above property.
Sincerel;r
,-) -{/ \V' / [*-
6oe Norris Building Inspector
JN:br
DATE: 8
LEGAL DE
ADDRESS:
Ot,JNER
ARCHITECT
ZONE DISTRICJ
PROPOSED USE
LOT SIZE
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Si des
Rear
Water Course
Site Coverage
Landscapi ng
Fence/ Reta i ni.ng tllal I Hei.ghts
Parki ng
Credits: Garage
Mechani cal
Ai rl ock
Storage
Solar Heat
Drive: Slope Permitted
Envi ronmental /Hazards :
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
Bl ock Filing
Phone
Phone
Al I owed
(30)(33)
/zoo
? s-.e a
JLt a
20,
15'
15'
(30)(s0)
(3oo) (600)
(eoo) ( 12oo)
(s01116e1
(25)(50)
( 2oo ) (4oo )
Slope Actual
L{4 o4
/*,*-Jt4
r a'fP'a t <it
/1
Proposed
s-t CC
3'/6
) y'zo
Aval anche
Flood Plain
Slope
|.letl ands
Geol og ic Hazards
Corrnents:
, . 'l l
Zoning: Approved/Disapproved =)"7r ,,-u= d- Ll 44'*x H*- 6 ' ( ' 't4^"\,.-"- {,- Ll +4
+/..--!rf- sy,n t''l Date: yll/rt
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March 1, 1988
llr. Gary lturraln
Chtef Bulldtng Offtcial
Town of Vall
75 South lluntera Road
Vall, C0 81657
nr : :!t+sed{F!ee+ _!_!!,Q...Greenhl11 Court
Dear Gary:
As a folLow up to our letter of Novenber L7, t987, a copy of whlch ls attached
hereto, and a eubsequent telephone converaatLon, lt is the understandlng of
thls offlce that the foundatlon systern at the above referenced proJect hae
been revl-eued by your offlce and your Englneerlng Departnent, and approved ae
It rras constructd. However, we clearly understand that the Buildirg
Departneot wll-l not be taklng full reeponstblllty for the foundatlon syster.
lhls proJect lrl1l be able to be cmpleted and ultlmately the final Certlflcate
of Occupancy be issued lrlthout any further nodlflcatlon to the foundatlon
sy8tem of the buildtng.
Should your understandlng be contrary to the above statenent, please reepoad
to thle offlce wlthlo flve days fron the recetpt of thte lett,er. As I
lndicated to you prevl"ousLy, thls proJect Ls curreotly uader contract to be
sold and lt ls crltlcal for us to deflne the Btatus of your approval with
re8pect to the fouodatloo.
ShouLil you have atry questlons, pleaee do not hesltate to cotrtact the
underslgned.
Yours very truly,
lrenxzoxund-- AssoprA'rrs
CONSTRUCTION (;ONSULTANTY
ARCHITECTURX
CORPORATE OFFICE
723 DELAWARE S'I'REET
DENv[R, COLORADO 8020.{
aot-Jzr-111)'
cc: Roger Reeves
Enc 1o sur e
NORTHWEST OFFICE
2226 3RD AVENUE
SEATTLE, WASHINGTON 9812I
206{18-2208
" n*,ooru& ^ssoir,*o
CONSTRUCTION COTISULTANTV
ARCHITECTURE
Novenber L7, L987
Mr. Gary Murraln
Chlef Butldlng Offlclal
Town of Vail
75 So. Frontage Road
Vall, CO 81657
Dear Gary:
In accordance nlth our prevLous discuaslons, the offlce of Marx/Okubo
retalned Chen and Assoclates ln order to determlne the quallty of concrete
at the above referenced proJect.
Durlng our recent vislt to the prolect Blte, flve (5) different locatlons
were chosen along the bulldlngrs south wall where lt la actlng as a
retalnlng rrall. These l-ocations were chosen as core sanples. In addltlon,
Snlss harnmer rebound tests nere also conducted to deternlne the conpressl-ve
strength of the concrete.
Enclosed ls a test report fron Chen & Assoclates whlch ls the result of
ln-place testlng of the concrete basement wal1s perforned at the slte on
Novenber 2 and Novenber 6, 1-987. The test conslsted of rebound hamner
readings and cores cut for cornpreesive strengths at the flve selected
locatlons shown on the test report.
The results of the core sanplea varied froro 3980 psi to 5060 psi. The
average, after ellnlnatlng the high and lon values, ts 4593 pst. A deslgn
strength of 4000 psl would be very conservatlve and lndicatlve of the
concrete as a uhole. Also, the length of the cores varied frorn 7.95 lnches
to 8.35 lnches, therefore, a deslgn thlckness of the wall of 8 lnches would
be well wlthin the average.
In additlon, the rebound ntrnbers of the hardened concrete rrere also very
hlgh. The nlnlmum strength correlated froo the rebound numbers sould be
approxLnatel-y 4500 pst. Therefore, a deslgn value of 4000 pst ls not
unreasonable for thls structure.
NORTHWEST OFFICE
2226 3RD AVENUE
SEATTLE, WASHINGTON 98I2I
2&44&220a
CORPORATE OFFICE
723 DEIAVAR-8 STRXET
DENVER. COLORADO 8O2O4
30t a2r-4495
I t.4..
a-
Mr. Gary Murrala
Novenber 17, 1987
Page Two
I{e checked the average uall condltlon ln the structure for both lateral
flexure and longltudlnal flexure, that ls, out-of-plain forces and ln-pl-aln
forces on the wall, deelgnlag the lrall aa cmpletely unreloforcetl tn llne
vlth the ACI 318.1-83 code provlsLons. Our analysls showe that for lateral
flexure or out-of-pl-aLn forcee, the deelgn ls adequate. For ln-plaln
forcee, the deslgn nay be consldered coneervatl.ve. Therefore, lt le the
poeltlon of thle offlce and of the underslgned ae a Professional Englneer
that the deslgo for the atructure ls truly adequate.
I have exarnined the reloforclng ehorm on the drawings and it iloee not ehou
aoy vertlcal relnforclag ln the Btructure, 6.herefore, lt alray8 was deel'gned
ae unrel.Dforced for the lateral f l-exural caee. For the loogltudlnal
flexure, the anount of reloforcLng shown lB trto rebare, #5rs top aod bottm,
and thle vould constltute only tenperature reloforclog.
By exanlolug the longltudlnal f lexure of the Etructure, thls ls a ve ry
eonaervatlve caae eveo if the rebar ltas not there, ae loag ae the wallg are
falrly uncracked which they eeen to be. Therefore, lt ls the oplolon of
thle offlce that the sall le probably deeigned adequately' however, ae we
dl.gcugeed prevlously, thls offlce cantrot take reeponstbiHty for the
Btructure ln place Do rrore thao the orlglnal englaeer of record could take
reepooslblllty for the la-place Btructure.
0n behalf of the curreot outrer, Uetro Bank, se ask that you exanlne the data
supplleil aDd graot a favorable dLsposttlon tosard the walle wlth the
reservatioae prevlouely meotl.oned. If you have any further que8tlooa or
neede, please feel free to cootact the underelgned.
S LncereJ.y,
UARX/OKUBO & ASSOCIATES
{?/.-\fu,)'/(-Steveo F. Welle, P.E.
sFlf/dgp
Enclo sure
Chen Associates
Consulting Geotechnical Engineers
5080 Road 154
Glenwood Springs, CO
303t945-7458
Caspef
Colorado Sprinfs
uenver
Ft. Collins
Phoenix
81601
RflSrivi=ri liilv 1 ? 1sa7
5ffHij:q;
November 9, L9ET
Subj ect: In-place ConcreEe Testlng,
Duplex at 1359 Greenhlll Court,
Vail, Colorado
Job No. 4 433 87
l,larx/Okubo Assoc iaEes
723 Delaware
Denver, c0 80214
Attn: Mr. Steve Wel1s
Gentlemen:
As requested, Chen & Associages, Inc. performed testing of the ln-place
concrete at the subject site on November 2nd and l{ovember 6ch, 1987.
Tests were performed on the foundation wa1ls. The tesEing consisted of
rebound hanmer readings and cores cut for compressive strengths at the loca-
tions selected by the client, Rebound hammer readings were taken in accord-
ance with requlrements of ASTM C-805-79. The results are shown ln Table I.
The rebound nurnbers deterrnined by this method uraybe used to assess uniform-
ity of the Ln-situ concrete to deLineate zones of poor quality concrete wlthln
the sEructure. This method is not intended as an alternative for strength
deEernl,natlon of the concrete.
Five cores were cut from the foundaEion wa11s and tested followlng
ACI 301-34-17.3.2.1 guldelines. Compresslve strength results are presented in
the atEached Tabl-e II. The rebound numbers and core compressive strength
results lndicate that the concrete tested has falrly conslstant strength.
We are avail-able for additional tesring upon notificatlon fron your
offlce. In the rnean! ime, 1f you have any quesEions, please call.
Slncerely,
Enclo sures
DP lew
Rev. by: SLP
Job No. 4 433 87
Table I
Rebound l{urnbers of Hardened Concrere (ASTM c-805-79)
Test Location Average Rebound Number
West. UniE
l,lesc Wal1, l0r N of corner of garage (Core #I) 34
North WalI- garage, 5t W of NE garage corner (Core /12) 31
East Wall garage, 13' S of NE garage corne!
Sourh l{a11, 10r W of SE unit corner (Core #3)
East Wall , 4t S of NE buildlng corner
North Wall, llt I,l of NE bulldlng corner
East Unit
<5a=/ u.tz =15{,,1
30 x 15{ ''{ = {512fi6i
29
34x (4t .1= bli7 BI
3Lxl5t.1={At3fiI
Norch !Jal1 garage, 6r E of NW corner of garage (Core 114) 3l
North l,lall garage, 10 r W of NE corner of " (Core /rl5) 29
Easr \{a11, 7' S of NE building corner 32r(l5l,1G 4%5W
uw /u,6.{*r*x, <- 30,33 / lve
. figure. #l
CHEN AND ASSOCIATES, INC.
CONSULTING GEOTECHNICAL ENGINEERS
Table II
CONCRETE TESTING RESULTS
Job No. | 4 433 87
Job Location:
Date Core: l1-6-87
Sampled By: Mike Evans Contractor
Location: west Unit: Core /ll--West Wal1, 10t N of NW corner 'of garage
Core #2--North Wa11 garage, 50t W of NE garage corner
Core #3--South Wa1l , 10r trl of SE unit corner
Bast Unit: Core # --North Wall garage, 6' E of llW corner of garage
Core //5--North Wall Earage, 10 t I,/ of NE corner
Concrete Supplier: Suppliers Ticket No.: Truck No.
Batch Out Timei Tine Cast:
PTIYSICAL PROPERTIES:
Unit tr'eight pcf Air Content % S).unp in'
Ileiglrt in. Diarneter in. Density pcf
concfete TernD. oF Air Temperature oF
o
Co re
N0.
Date
Tested
Age
Tested
Dianeter
( i nches)
Length
f inches'l
Capped Length
/i nches')
Conpres s ive
Strensth f nqi l
TyPe
Break
I r 1-9-87 3.98 7 .95 8.22 3980 Shear
|l ll 8.12 8.40 4940 Con/ spl
3 tt tt 8.30 8. 60 4660 ll
4 ll ll 8.35 8. 66 4r40 tl
5 tl tl 8.24 8. s0 so6Q_.,tl
45q3
Remarksr Core /i|1 had 3" plece of cie-wire in end of core below surface.
Core tl4 had ptece of vertical rebar on edge of core l!t" from end.
Spcci fied Strength
cc:CtlE)i AND r\SSOC t NIUS , I NC .
Donald Pleau
psi at days
o
HtrL ffiS(',bzt-l(E
1551 gtrEEl-lF) I LL cOLlfr
VAIL rQaLc eADo.
WSt*,kl
I
STEVEN F. WEU!i. P. E
236:r GR^pE ST.
OENVEB. @ E@7
nltblsT Io€ O
o
foz LATGr-AL tlo( Lla €
tr"*.*LuNR€ruo-rrce$
W=
i *l/. = tt\G.b+
* "tzTJ \,./{. : llbl"6+'
fr'- Ilb7.8=^le - lo8 F6 -ff^,,u :IYi\Yt*o
(Ac'Fdf-<D
F&rore-ED LLro,.2atsLe F-tEXUtrAL ETe€ss
ALf. 318,1 -8s sqrqE = zo 5 tr" c> l81ps i
4!,JALL D6S(gt/ WfoY rr.lEEAL &e,4.+
J = bh" -- lz -01 -a --G-
atii.{E*'
f,)irt*"#{i'f1
M I\HA(
o tdlrJ^ KEs ,Qu"n
t353 4WfirAlhL ccfrkl
VAIL,, CC,oE.LDC)
n=4t
zse*
IL
- =75"
tr4ruuFrotr"*4 x l,7z (s7,s(a*a.r$
(= s ^7e: .:. lZrZB6 z
Q'' G37,5<o,ar/theTT G 5l .87psi treo
fb,- Lo5 ps; P,*riJr-(
Lo 5 7 5 l.-87 o.K . roL Lp^/6 t TL\D| t(AL
FLEx4tr< (uM R€iN F?ECGD)
o6lhH {orz loN6rrL\DruAL
fr-erulBe. C,rr...t KE(klfofr,f >)
4us;rppcn1qD LVN<fln - tOft
ut lll,elae3b ApAh I
RaFLL sbx7l € 686 DL lbr8r, = \Lo zilD LL 10 t B' e 3LO DL iS x 9', , lLo
fltsf LL 4o x9,', , 3Ze bL 15(6;s lZo roil [oO x {t--e,@-z46E sA/
: ZSN x loo ,= 3l-L5
o
The Jnnrs R. Hi[l Complrry
6467 South Dayton Street
Englewood, Colorado 80111
303-771-22't2
slc, ltt
Dn* f4r, Mr,'r/Mr.,
I
I gurs.,c6\ 1-1,-.e r^,'.rC-e,- {l^tt -n cl*crss(c\ ,r^tk
?b* 'ild n"..(utt*d ane tl^'u r<3ul+s. ?hus<[-"t r"", { ]6l.,o w 1
4-,r-rq i: ov.r,$ku^5 1o, l^r-<C r-tqdrclt,rS 1"1*\or"cla{,-,on "
A^ u-nga.cl % +i.,e 1i.e s"gond*n , Mr. Hi{l re_rn0rr,r5
Conv(nc€d l-f'.at ti,-.e S-fon< vev-r<e(s co ve rLv.5 tl.z t^s id.< uS+l-,.
P*.t1 -t i(e \n eLclr-, u^if -' t( s€{un tha{ f r.P6s{- , I\ t;,,.
11 not *ft-s cdgp ,-L .a^ oh[1 sussest $aJ jo, w.rifti t,flr*
nnc (,/l orv\^.z o [fter stat,^g Jour 4eSrntr'.,,en-t po {,.1 , and 1
nsc"sst.1 , u^1 ca(recttn,,s {haf n<e-cl to 6q i'n&d< , flfSo, +{-,er.t
t3 € ?os6 16,liIl that f'lr, l'.l,ll a^cl f ,,ll b< Camr.rorS l" VeiI
0n€ o\+ornoo.' v^,.sxt w4Qk. a\ 3D, T-."1"\ litcl -t<, 9ee
1ou
ol ,,10r. o\! rt< , on f oss'rbl', (veh ,r1 +l,e iot:rl" " T'*, sut<
1oJr< uar\ busl th-ili^^a "\ Y€&(, so T 11 n^1 +o <el( o cfal ekd
a^J S.n \VI cdh\ ar,rahff ,to^^n1h'*-q. T5 ti^er''5 ar"1*h"^5 <LSt
T- as". A-a +o hat3 , plea-S< [<t u<
^'*.-
-rhairk
!au,
S,*.,<*,'(l L1
1
,.a ]
D€ tr t-.r dL\\^^&^_
ApriI 30, 'l S86
Mr. Gary IYlurrain
Chief BuiIding 0tficial
Department of Commur-,!ty Development
Toun of VaiI
?5 Frontage Rd.
Vall ' C0 8165?
Dear Mr. lvlurrain:
I am urriting to you in reference to
Court in VaiI' Colorado.
The steel uas inspected 30 days or
Due to problems ulith the concrete'
the job" site at 1359 GreenhiII
more before the conclete uas poured
you asked for an engineerrs report.
A letter stating rrlhat needed to be done ulas pxesented and accepted by
you and ulhen this uas completed, Lloyd Arnoldrs office made another
inspection and plesented this inspection to you. (See enclosed copy.)
You accepted his findings and told me I cou].d proceed uith the
construction.
I hop'e this ui11 ansurer your questions.
Sincerely,
JOE YATES
t --/-"=/ /
'"Q '/-./'-.!.
I9'O SIUMS STREET
LAKETYOOO. COLO. 80215
STR UCTU FAL
Job
To
303-23?.8??6
ctvtL L. L. ARNOLD eno ASSOCIATES
CO SULTIITIG EI{GI EERS
c-8RTLFI9A TE OF APPR0VT r
No. g5-Zg1
Janes R. H111 Co.
61t67 S. DayLon Street ValI, O
Englerrood, 6 80111
T0 WHCtt IT l,tAI COfCERrlt
Tlds ls to certtftrr that the undersigned en August 5. 1.985
cJlrt make exarnination of Parglng of exterior faco of fourdation waIls, ln
preparation for danp-prooflng.l{lxture used: 2 parts sand to I
Portland Type 1 cenent rrith 1 quart of llI-crete boardlng agent per bag
of cenenl,
and that due conslderatton has been glven to solI reporte and/or othor
Jrertlnent data ln certlfylng thls apprcval. EXC|EPTIONS OR REMAE(Sr
"tory
parging of the interior waIL faces wtU. be required priol to_tbe initgt
APPROI/ED BI:
completton. If backfl].l can bo conbleted nlthout
the foundatlon wiLl be deened saLisfactory for wood framing.
per
o
e Jmr rs R. Hill CompANy
6467 South Dayton Street
Englewood, Colorado 80111
303-771-2212
September 2, L986
Mr Cqrv Mlrrai n
J rret r e !rr
Town of Vail
Building Department
75 S. Frontage Rd.
Vail, C0 81657
Re: 1359 Greenhl11 Court
Dear Mr. Murrain:
Please find enclosed a resume of Mike Carter who will be in charge of
this duplex. Mr. Carter has been working on our Cherry Creek Terrace
Project and we have found him to be knowledgeable and conscientious and
he will do whatever you deern necessary.
A1so, please find enclosed a letter of inspection from the engineer vho did
the original soils report on the repairs that you requested to the plate
and the foundation, also a letter from |he previ-ous superintendent.
Please 1et us proceed with work on thls house before we get caught with
cold weather again.
Thank you for your consideratlon.
Sincerely,
THE JAMES R. HILL COMPANY
JRH/rer
Enclosures
April 30, 1986
[Ylr. Gary lYlurrain
Chief Building 0fficial
Department of Community Development
Toun of Vail
75 Frontage Rd.
Vail ' C0 81657
Dear Mr. fYlurrain:
I am uriting to you in teference to the job site at 1359 Greenhill
Court in Vail' Colorado.
The steel ulas inspected 30 days or more before the conctete uras poured.
Due to problems ulith the concieter You asked for an engineerts report.
A letter stating urhat needed to be done uas presented and accepted by
you and ruhdn thls uas completedr Lloyd Arnoldrs office made another
!.nspection and peeeented this inspection to you. (See enclosed copy.)
you accepted his findlngs and told me I could proceed uith the
construction.
I hope this ririII ansurer your questions.
Sincerely e
,h/*
a(
RESUi{E
MIIG CARTER
11444 Vance Jackson, Apt. 4E
San Antonio, Texas 78230 (5r2) 690-0731
rnlork . Experience:
May 1p81 to Present
Residential Superintendent for Ray EIIison, San Antonio, Texas.
Supervised field construction. Built twenty-two town houses in thirty-five days. A11 second inspections were passed during this time. AIso finaled fourteen other town houses during this time.
Solved najor and minor problems in construction defects and incor-rect working drawings on these town houses.
Septenber 1980 to March 1p81
Self employed - Genera] Contractor and Builder (residential)
Carter Construction Conpany, Indiahoma, Oklahoma.Building of standard homes, contracts ranging fron $10,000.00 to
$90,000.00. Do own rough carpentry, estimating, and material
ordering.
January 1980 to Septenber 1!80
Supervisor for Housing Urban Development - I{.U.D.
Supervised ten employees in residential remodeling and repair.
March 1977 to August 1979
Built and coordinated construction of nine medium income homes.
Two were custom homes and seven were for a Realtor,
June L976 to March 1979
Self employed - Rough carpenter contractor - r:esidential .
Contractor of framing, form setting and cornice.
May 1976 to June 19?6
Built streets and highways. 0perated heavy equipment. Back hoe'front loader, scraper, and maintainer.
MaV L97t to June 1975
Worked part time as carpenter, while attending 0klahoma State University. Sti-Ilwater, Oknahoma. Completed 12L hours toward
B.S. degree in Construction Management and Technologlg.
September L959 to May l97t
Attended Oklahoma State University. Received associate degree in
Construction Management and Teehnology.
September L95? to VIay LJ6)
Attended Eastern Oklahoma University. Received associate degree in CiviI and Highway Construction.
Septenber 26, L986
RE: 1359 Greenhl.ll Court
To Whon It l{ay Concern:
The purpoee of thls letter ls ln effect to opetr a credit accou[t r
oo the terng of 30 daye at your prenLsee, for the constructlol of
duplex unlt at 1359 Greeohlll Court, Vall, Colorado.
fhe offices of Marj(/Okubo & Assoclatee have been retalned by lletro Bank,
who hoLds the lst Deed of Trust on the above referenced proJect. Al-1 df
the chargee. nade by Manr/Okubo & Aeeoclates, aesoclated rrlth thts
proJect, rl11 be patd by lletro Baak of Deover.
You may vertfy thLs lofornatlotr rith l,lr.
Carol Pfl.ngeten of Metro Bank.
S Lncerely,
UARX/OKUBO & ASSOCIATES
Roger Reeves, VLce PresLdent or
\t':,\---$[t*q- --\
ba
a
T. Larry
Pre eident
723 DETAVARE STR.EET
DENVER. COLOMDO AO2O4
to3-52r.4495
LOUIS A. H ELLERSTEIN
STEPHEN A. HELLERSTEI N
MARTIN H. SHORE
CH RISTIAN CARL ONSAGER
JAN ICE HOFMANN CLARK
EDWARD P. O'BRIEN
CH RISTI NA A. FIFLIS
JOHN M. WIEGANO
JOSEPH A. MURR
GWEN S. ANOERSON
MARJORIE A. EROWN
PAU L S. SCH ILLAWSKI
SUSAN H. KLAN N
MARTIN A. B LOOM
ROBERT E. MARKEL
MARY E. RISKO
FEDERAL EXPRESS
Mr. Gary Murrain
Town of Vail
?5 Frontage Road
Vail Colorado 8165?
Dear Mr. Murrain:
CAFream
Enc.
HrllrnsrgN, HsllEnsruru lNo Sxonr, p. c.
ATTORNEYS AT LAW
II39 DELAWARE STR EET
P. O. BOX 5637
DE NVE R, COLORAOO 802t7
September 30' 1986
In Re
Very truly yourst
TELEPHONE
(303) 573- tOBO
TE LECO PI ER
l3O3) 57l - 127 |
Pursuant to Larry EskwitNs telephone request, enelosed is a eopy of the
Order Appointing Reeeiver in the above-refereneed matter.
It is our understanding that upon reeeipt of this Order, the construetion
eompany appointed by the Reeeiver will have your Permission to proceed.
SIIORE, P.C.
National Bank
o o
DFTnICT COURT, ClrY AND COUNTT OF DENVER, STATE OP COLORADO
Case No.
ORDEIT FOR APPOINTITIENT OT NECDIVER
METnO NATIONAT BANI(,
Plalntiff,
v.
JAMES n. lilLl, STATE OF COLORADO, EAbLE VALLEY
ALPINE LUMBEn COMPANY, CROWN nEALTT COMPANY,
Publlc Trustee.for Bagle County, Colorado.
Defendants.
SANITATION DISTRICT,
and MARY E. WALI(ER'
TIIIS MAITBR coming on to be heard thls _ day of Septelnber' 1986' and tlrc
Court havlng examlned the domplalnt end Applicnli6fr of -Appolnttnent of Reeelver' and
belng fully iOvlsed In the Premises, finds that Plalntlff ls entttled to the lmmedlate
appolntmint of recelver for the property located ln the County of liagle descrlbed ast
Iot 18, Glen Lyon Subdlvlsion aeeording to the atnended plat _thereof
reeorded July 18, l9?8 In Book 2'12 at Page 3?0, County of Bagle, State of
Colorado. (the fiPropertyr').
TIIBRBPORB,lrls ItBnBBr ORDBRBD, ADJUDGBD AND DBCRBBD:
l. Karen J. Mathls, whose address is 3?0 l?th Streetr Suite 3150r Denvett
Coloratto, ls hereby appolnted as Receiver to tal<e charge of, manage and eontrol the
Property.
2. The receiverslrip lrcreby created by ex parte npplieation to the Court, shall
termlnate automatlcotly up6n the tisuanee by itre Public Trustee of the Countyof Eagle
of a Publle Trusteers Decd, pursuant to the Deed of Trust dated May 24' 1984, lore
particularly descrlbed tn thd Complaint on flle herein, unless sooner termlnated by Order
bf tnis Court. Upon termlnatio-lr, the Reeelver shall surrender the Property t9 llP
giarrtee named In itte puUtle Trusieers Deed or as direeted by subseguent order of this
Court.
3. fire Reeelvar shall trave the usual powers and dutles of a reeelver, lneludlng
but not llmlted to the followingr
(a) To take eusto6y, eontrol and possesslon of tlre Property.and all assets'
tunds, property, rlghts, prlvlleges Lhd lnterests oi whatsoever klndr belonglng to or In th-e
possession or inOei tn6 iontrolof tlre Defendants relatlng to that Property; to assum-e all
iiglrtJ enO powe6 whlch Defendants may have to manage, control, -opera-tet- malntalnt
po-ssess, reielve and use Income, eorniigs, rents, issues, and- ploflts relating- to the
'nroperty, wlth full power to sue for, colleli, receive and take lnto possesslon all goodst
ctrolteti,'rlgttts, eredlts, monies, effects, land, books of aceounts, records and other
o
papers end documents of Defendants relatlng to the Property; to pteserver hold and
hdnage all sueh assets pendlng further order of thls Court, In order to prevent further
losr, damage and InJury to the Property.
(b) To make payments and dlsbursements from the funds so taken lnto her
custody, eontrol or poosesslon br thereafter recelved by her, lncludlng Peyments on the
promlsiory notes geeured by deeds of trust on the Property, and to Incur such expenses as
may be necessary and advlsable ln dlscharglng her dutles as Recelver.
' (c) To Instltute, proseeuts, compromise, adJust, Intervene In, reslst, and
defend all sults, acttons and pidceedings at law or In equityr as may ln her oplnlon. as
lecelver, and subject to the approval of tnts Court, be advlsable -or necessary fo1 lfe
proteetto'n, malntlnanee, operailon, preservatlon or reeovery of the value of the 'Property, 6r whteh may now be penOini or whlch may be brotryht o_r asserted agalnst the
peflnOiits or whlch rnay be neeessary-for carrylng out the terms of thls Order.
(d) 'fo enter into leases of guch portions of the Property as are now or
may hereafter become vacant.
(e) To preserve the Property, eomplete construetlon of lmprovement_s In
whole or in part, make repalrs, pay all bpeiattonai expenses, pay taxes now or hereafter
Oue, pay pr"inturs on insu'ranee indtuOingtiaUillty insuiance polleles. for the proteetlon of
ttre'deieiver, and pay sueh addltlonal airounts as may be required In the management ot
the Property and for lts preservatlon.
(f) Any advances made by the Recelver after the Public Trustee sale of
the Propertybut befoie lssuance of a Pu6[c Trusteers deed may be added to the amount
reguired to redeem the subject property from the foreclosure.
4, The Defendants, and any trwtees, agents, and employees of any.of the
Defen<lants ars commended hnd requlied to deltveiover to sald Recelver possesslon- and
"ust"Oi oi all funds, property, reirts and other assetsr and all books and records of
aceourits, tltle documeirts, ptairi and speelflcatlons, and other papers of the Defendants,
connected wlth the PropertY.
5. Prlor to tlrc lteealver undertnking her duties, the-[tegelXe3 shn! file wlth the
Clerk of the Court a wrltten undertaklng tn"tie-sum of'$lc.d00>€- to protect
Defendants, and take lter oath as
fr9etver.
DONB lX COUIIT this/cl day of September, 1986.
o
DISTnICT COUltT, CtTy AND COUNTY Op DENVER, STATB OF COTORADO
Case No.
-'
OAT}T OF RECEIVEII
MEf,RO NATIONAL DAN!(,
Plalntlff,
v.
JAMI'S R. [ILL, STATE Op COLORADO, EAGLE VALLTJT
ALPTNB LUMBTR COMpANY, CROWN REALTY COMPANY,
Publle Trustee for Bagle County, Colorado.
Defendants.
SANITATION DISTRICT,
and MARY B. WALI(ER'
STATE OF COLORADO )
) ss'
CITY AND COUNTY OF DENVER) )
l, Karen J. Mathis, do solernnly swear that I will falthfully perform the duties and
discharge the trwt and office of recelver ln tlte above-entltled case.
Subserlbed and sworn to before me this
WTTNESS my hnnd and official seal.
day of Sept€mber, 1986.
My commlsslon expires:
Notary Public
Ihilfl .,4"4$tm.B#*h..,
Septenber 26, 1986
I
Mr. Joe Norris
Town of Vail Building Department
75 Frontage Road vail, co 81657
RE: Hill Residence
Dear Mr. Norris:
In accordance with your request to Larry Okubo of Marx/Okubo & Associates, please accept this letter as our formal notice to-you that@TffilEi-Dlocated at 1359 Greenhitl Court is uncrergorng toreclosure proseedings by Metro Bank.
Currently the project is under control of Karen Mathis as a court appointed receiver. The office of Marxr/Okubo has been retained by this organization to bring the 6uilding to the point of drywall stage.
I trust the above information will be satisfactory for Marx/okubo to take over this project.
Should you have any undersigned.
Sincerely t 4 ./) ,/,,/-t':., /r) /f / / /./(/x/t L,L-/ ,/ L24-/4{-'/-f /Rogdr W. Reeves Vice President
Metro Bank
RV{R/nb
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questions, pJ.ease contact the
t
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IT,"g4',
METRO NATIONAL BANK. P.O.BOX 5524 T.A., DENVER, COLORADO 80217, (303) 293-3333
:la-: : i I I : , . ) rtr,rnxonlnd*,rs{rcr4rrs, '.: ;l iriil,:..a.:r':; ;: r:i llli
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:r'a t'l,.'ur.JoeNorf1ei.:......
,- ',s"iidinCinlpectoi ' : : : : ,
'ion'o or-var1- .75 Sorrth Frontage Road ---'.-''-.- .- ,::l';;;-' -':Vail, CO 8L657
]:
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,,
. . ..BEt 1359 Greeahlll Cogrs
,Dear Joe:
Pursuant to:our telephone cotrvereatXon on November 5, 1986, lt ls ny
undergtandtos that the Clty of Val1 wlLL provlde the pluroblng rough ln
loepeetloa..lrlthout . shoner baees and tub ln place, so that lte nay.proceed
wlth ineulaflon work and gypsun board work for the above refereaced
,proJeet. Ae I expressetl to you, due to certaln coDalltlons lt ls our
. deeLre.not.to nake pltnbing fl-rture selections, as lrell aa the f l"repl.ace
r8electlon, at the preseot tlne and rather wl11 concentrate on enclo8lng.
, the butliltng.
We apprecl.ate yout cooperatioa. Should you have any questlone, please
'contact the . uaderolgned.
ASSOCIATES.
' 72i DEI.{WART STRET
ill'I.;l ri .
r,r;lt
: ,Mr. Joe Noril8 . :: ,Mr. Jge Norita . i. :
l - ,. ,.;,ButldingIndpector... '.- ,
: rTolm Of Vall :
,'VallrlCO 81657 ' : '.:,t,, ,nS: I 1359 ereenhLll Court RE: ,1359 6reenhL11 Court
'In accordanee lt-Ith our prevl.oua conversat{ona, e check euboltted 'to the
Tom of Vat!. 1o the arnount of iL,737.7 5 for the butldtng pernlt rl11 be
, relobursed upotr the establlsh[ent that the actual proceeds used by the
prevloua o$oer-nere actual-ly paid by Metro Baak; It ls ry underatandlng
that lre have agreed to pay for the buildlng pernlt ln order to expedlte
the natterr' and that upon eBrabllshlng the facte wLth you, the 8et anount
rtLl be reioiursed to Metro Bank.
ShouLd you have any questloce concernlng the above, pleaee
underelgned.
contact the
723 DELA\YARE STRNET
DENVE& COLoRADO 8O2O4
lo3-32r-4495
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JAI.{ES R. HILL,
METRO NATIONAL BANK
KAREN MATH]S,
t{niteb $tater
For tha District
Lebtor.*
and
No. 86 R Oaq64 J
Plaintiff,
JAMES R, HTLL
Detendant.
SUBPOENA TO WITNESS
To: Gary Murrain
You are hcreby commandcd to appcar at the Bankruptcy Court, 1845 Sherman Streer,
Courtroom T, 4th Floor
Denver, Colorado , Ott November 20, 7986 , at 10:00 O'CloCk
a -.m. , to testify in the above-entitled adversary procecding [or contested matter] ladd d appropriarel and bring
with you (See Exhibit t'A" arrached heieto)
BRADFORDLBOUOil
v.
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Dare of Issuancc: y''/*" /A, / / /6
otBankntptcy r"ry
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: Nbvember I/,;1986 , : | :. i : I l ':;:r:li:l.tll
:i r:;,:, r:i''--.-t.i*.'.''..........
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Mr. Joe_ Norris, Building Inspector i Town of.Vail : i : :
75 So. Fronta'qe Rd;
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' I /b 50. fronXage Rd.: t ^-;--Vail'C0'.,81657 , "r.:'::',
:
Re: l359Greenhill: Court : I - j - i
.: ::
D€ar Joe: .
I:n accordance with your request, enclosed please find the retaining wa1 1,
nncv'isu5ly, this retaining wall will be installed along the west unit in
order to minimize the grqding problem. The sketch has been signed and
sleal ed by Steven }Jel I s, P. E.
Should you have questions, please contact the undersigned.
, A. l.A
Roger .Reeves
rzl oeI.rVam srrmr
DENI'ER COLOMDO 80204
to3-32r-4495
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LAXEUpOO. COLar. AO215
STRUCTURAL
Jul-y 16, 1985
Mr. Gary Murrain,
75 Sorth Frontage
Vall-, O 8155?
t. ARNOLD Ailo ASSOCIATES
coNsuLTtNG ENGTNEERS , rLL LA'-?t|- ,.",T f '.'n;1' " f rnspector a nrui'! Ji t+.
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3Gl'23t-4776
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Br.rilding
Road
Dear !1r. Murrain,
In qy fifty Jrears o! so of r"esponsible engineering e)cperience, and as an
ocgeneral- contractor, I an fani[ar uifh al.l t1ryes of building constnrction.
Quite frankly, X@ are r,FIl jusLified in criticizing the concr^ete placenent
and forrning aL 1359 Greenhill Courl in Vai1, Colorado. I nay have seen rdorse,
but carurot renenber r*rere.
Concrete honeyconb is prevalent throughout, in addition to poor alignment
and nisaligned fornring. Patching atteurpts are conspiorous, and botton
reirforcorqrt at least couLd not have been veqr r€IL secured nor properly
a'ligned, because it is exposed irl rnor"e than one case. At one conspiorous
honeycornb area near the footilg, a piece of uood was embedded in the pour,
wtrich definate\r is a no-ino. Wood srrells with moistur.e and i-nsures concrete
cracking. Obviottsly a1so, an insufficient number of fonn ties rer"e ernploved in the psurs as i.ndicated bv bulgini of forrning naterials used. Nonnal-ly,
so-cal-led rrgaLes tieslr drould be at least 16 inches on csnter each way,
nhereas probably as mrch as 50 inch vertical centers rrer.e enplotrred in subject
case. Plri-losophically speaking, and to expr.ess it nildly, tEgd.j&g_g$_
9d,. So-call"ed rrGreshansr Lawrt tends to apply today tor.lard various trades
and professS.ons as.rre1l as econonics. In subject job, worlfiianship, quali-ty,
and comnon sense are clear$ deficient. Drgineer approval is neither uarranted
nor given at prcsent tirne. Certain r"ernedial measures are dictated.
The uidespr"ead honeycmb condj.tion particular\y on the octerior surface
to be danp proofed is troublesorae. By no stretch of the imaghation can lt
be effective\r waterproofed short of patching the erposed honeyconb. Patching
wilJ- reqrire the use of an approved type of bonding agent applied to the e:<isting
conerete. Othenrise patches will not stay put. Nexb a rich ni-:<ture of sand
and cenenl (about two to ure ratio) should be appJied to the honeyconbed areas.
Stnrctural$ speaking, I belibve the wa11s as is would stand ther"e with
reasonabl-e stabili.ty because their load in bearing is rorghly about l0 pounds
per square i-nch, and douelld to the fboting as they are, they wouLd be stable
even with JOfi voids. Fortunately enough, we advised the contractor at the
tj:ae of the fall inspection to add #4 vertical reinforcement at 4 ft. on
centers rather than what was originally called for. We trust that such was
done, as the contractor r.ras so carefir$r instnrcted during the fall inspection in 1984.
All footings prenrnab\r are reinforced with three #5rs longitudinal\y.
Accordingly the exposed and nrsted two #+ horizontal reinforcement bars at
the botton of the wall are not nearly as important as nonnal beeause, dormlled
l
as it is to the wall, Lhe three #5 bars in the footing r,cill carry the ruajority of the Load. Houever, e:qposed as it 1s. the bottorn reinforesnent thereat
shouLd be caref\.lly patched in manner suggested previorsly. Also the exposed
piece of wood therein should be removed.
We understand that much of the interior surface rrr.l-1 be frrrrod and covered
with drywalt, which wiIL effectlve\r conceal sone of the blesdshes.
Dre care should be e:cercised in placing and conpacting backfill, othenrise
the horizontal- pr"eszur"e induced could rotate the none too strong walls.
Pending subsequent installation of the floor slabs and superstncture
frarni-ng, the waLls should all be adequately braced against overturning, and
the backfilL installed in r.el-atively thin 1a;rers, and wtrer.e applica$le lhe
interior backfilllng should be instaLled si:nrl-taneorsly to avoid differential
pres sure against the walJ-s.
The owrer/superintendent has signified iltention possible of porring supple-
mentar;r walls against the existing. Vrlhere necessary and expedient rF approve
$rch, but it !Al-l- entail d1"i]]ing throrgh the existjng walls and tying
together with forrning naterial with 3/8 inch bolts at approd-nately 24 inch
centers each way to hold the fonning materiaL in posi-tion. In other
rords, it would be a oase of forrning from one stde on\r, nhich is tricky.
This engineer again emphasizes that practicality and comnon sens€ are involved
as to wher"e zupplemental walls are justified. Althorgh worknanship i-s far
fron per fect, I believe the wal-l woul.d stand stable as is, despite adnitted defects. I an not insistent on supplenenrtal wal1s and am reluctant to specify
designated areas for such. 14hsrc ali gment and defects are parLicularyly
bad, zuch insta]lation ls justified, otherwise good and effectirrely instelled
patching to inzur.e proper surface for darnp proofing is the r€+rir@Fnt. Holes
cannot be offecti.ve\r waterproofed. Protnrding wa]-1 ties should be carefrr$r
arnprtated at or b€low the concrete zurface and those areas also patched.
&phasized again is the need for an approved bondlng agsnt to be used rdth
patching. We also insist on being adv:ised so that proper inspection nay be
nade before conduetirg rernediaL expedients and pouring. Afor.enentioned
zupplernentarT and rernedial walls to be porred shall be r^einforced dth #+
verLical bars at aproximately I$ inch centers il additiona to {,lf horizontal
bars at approxi:natdIy 24 inch vertical centers, and the ualI shaLl- be not
less than six i,nches thick.
case additional- infonnaticn or consultation is needed, please feel fr"ee
call us.
Tours very tnrly,
to
tl 1205 l*
IO'O SIMMS STF€ET
LAKETYOOO. COLO. AO2l5
STNUCTUFAL
303-23r-9778
CIVIL
No. 85-281
L. L. ARNOLD er,ro ASSOCIATES
CONSULTING E'{GINE€RS
cE RIr FLg!TE 0F APPR0VA L
Ilate August 8, 1985 Job
To Jars B. H111. Co.Stte 1359 Greenidll Court
6467 S. Dayton Street Va!f, m
Englewood, m 80111
T0 i'JHCI'{ IT l.tAY CONCEft,l:
Thls ls to cerLlfy that the underslgned en Augusl 5, 1985-
dirl raake examinatlon s1 Parglng of exterior face of foundation ualls, ln
preparation for danp-proofingo l'lixture used: 2 parts sand to 1
Portland TJFo 1 cement with 'l quart of AlL-crete bonding agent pelbag
of cenent,
anil that due coneideratlon has been given to soil rcpor"bs and/or other
perLlnent data Ln certlfying this approval. EXCEPTIONS OR REIIAR(S:
"toty
parging of the inter{.or wa1l faces will be r"eq}ired prior !9 lE initial
cornpletion. If ba*fi11 "an bu corpletud *lt
the fowrdation will be deened satisfactory for wood framin
APPROIIED BY:
p€r
December 24, 1986
l,lr. Joe Norris, Building Inspector
Town of Vail
75 So. Frontage Rd.
Vail, C0 81657
Re: , Hill Resldence
1359 Greenhill Court
Dear Joe:
In accordance with our discussion, please accept thls letter as documenta-
tion as a result of our meeting on Decenber 18, 1986. l.le had questioned
three different areas of framing in the east unit of the above-referenced project. The first area was a bearing wall which caried loads from the
roof and are supported by the ceiling joists of the kitchen, not bearing
on another bearing wa1 l, but transferred across to the bearing wall
between the kitchen and the garage, and another wall between the kitchen
and the living area. The bearing wall in quest'i on carries a load of about
425 pounds per stud at 16 inches on center. This transfers to the floor
below creatlng a maximum shear of about 475 pounds per ceiling joist over
the kitchen. Each ceiling Joist is a #2 Hem-fir 2x10. It has a capacity
of approximately 700 pounds in shear which exceeds the framing and is
acceptable in this area.
The second area in question was the bearing wall underneath the roof ridge
which is slightly off center at the underside of the ridge. This
condition did not a'l low for the ridge beam to bear directly on the bearing
wall below, creating an uneven loading cond'ition. This will be corrected
by installing a continuous ripper into the space between the ridge beam
and plate of the beafling wall which will d'istribute the load evenly.
The third area of concern was another bearing wall in that same area of
the east unit over the garage. It carries approximately three feet of
roof load, or about 240 pounds per lineal foot. It in turn bears on two
floor joists that carry the floor over the garage. These floor joists are
stacked because of the step in the floor upstairs and span approximately
eleven feet. The lumber consists of #2 hen-fir 2x10's which are capable
of carrying approximately 24A pounds per lineal foot or 120 pounds
MARX/OKI,BO & ASSOCI TES
CONSTRUCTION CONSULTANTV
AN,CHITECTTJRE
723 DEI-AI/ARE STREET
DEiWER, COLOMDO 80204
343.r2r.4495
a
Mr. Joe Norris
December 24, 1986
Page Two
per foot for each joist. Although the conbined strenths of these joists
would be adequate to carry the 16ad, they are set at different elevations
creating a pdtential of differential deflections. Therefore, we wi'l 'l be
installing an additlonal 2x10 next to the existing joist set at the same
elevation e'liminating the differentia'l def'lections.
l{ith respect to the adequacy of the foundations, it was agreed that
neither the Office of Marx/0kubo nor the undersigned could take
responsiblity for the design and foundation in existance on the pryPerty.
The pouring bt ttre footingi and foundation was done without a building _
department-inspection, thirefore il1ega1ly. lrte will be obtaining several
core samples and performing tests in order to determine the concrete
strengths.
Upon completion of the above-mentioned work, it is the opinion of the
undersigned that framing systems in the building will meet the code
requi renents.
If you should have questions, please contact the Qffices of Marx/Okubo at
(303) 321-4495.
Si nce rely,n ln {ildx_
Stephen F. l,le1 1 s, P. t.
t\lli:llr--.--!r!rii '.,:r j : i i , r , i : tir*-*t"r,rsi,ocrms,'r i I : i I i i ', : : 1 I ,'ittlll',t.:ril:i I i i : : : : i doNsrRucnoN coNsuLTAMv
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I FontrQfValll I t i i I I I r j : lTs Frontage !.oad
l:.l:',,:i:i , RE: ;1359dreenh{11 corirt , , , ', : : I :
,l::ll::-'-*-- r'-- l.. -- t " -' -'-'l--'"- "" '"-"-j-" --'-
Dear Joe: l a :rrl
tr:
.weare1ar€cel'Ptofyour1etteroftransn1tta1datedJail.raryLg,Lg87,
. ;conce{nlng Worknenta bompeneatlon and L,tablltty,lnsur,nce. . :
'::'l :l
* -- - . - ,-- Ao yod knsw; the .proJect trae beea e@pletoi to the extent of provLdtng a , , l , 'compl6ted bUtLdto! encloeurer,and heatlng.and electrlial syetems to the, t,
,:polnt :of operatlou. Our obltlation wlth lrtetro Bank aird the court : ' :
I gt the presant tlle, lt le the deslre of the oriners to halt any t '
. -:. . ' ,addlt{onal. 'eons-truct{on, actlvltles, aRd uotll eueh a tlo€ that !.a are l - :. I '' :directed to provlde flnlsh work, there uill be oo other cooatruction r :
actlvlty.
, :therefore, ve are tenninattng,all relateil . ineurance coveragea, rftn ttel ',
1 ;e*c"ptloa of bullderrs iiek, ae of the conpletlon date. , ',
:,:t
,Should you have agy quertlone, pleaie do not hesltate to cootact the
I iuoderalgned .i '...
.SiocelelYr, ,,
r,lARx/oKuBo lf AsSocrATES rll ll! n
\t",fu,M.-(.:
I
, :"", ,noge[ Reeveo , , '':-^.ren Mathls l\4rg.r,t'rarLul? :*..':'.].-.'.]':
t,.l t
.:'ll'i.
723 DELATYARE STREET
: . r DErwER, 9OLORADQ 8Om4
to3-!2r-4495
ir 't
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Steven F. ldel I s r P. E.
2363 Grape Street
Oenver, C0 80207
(303) 377-22s0
0ctober 29, 1986
NARX/OKUBO & ASSOCIATES
723 Delaware
Denver, C0 80204
Re: Hill Residence in Vail, C0
Dear Si rs :
I visited the Hill Residence in vail, Colorado on Saturday,October 25 along w'ith Mark Haddix of your office. l'le examined alt oi the areas which
we previously had determined vrere structurally deficient and found that the repairs to the project in this regard were complete.
The footings in the interior of the basement on both the east side and west side have been replaced as shown on the p1ans. The piers were
removed and a 24x24 square column footing was poured in place. The
columns above were replaced by 3n adjustiu'le sieet pipe iolumns and they
appear to be properly installed at this point in time.
In the west unit, there was a cantilevered portion of a bedroom which we detennined needed additional microlam framing to support the cantilever.This was done and supported in the manner priscribei. The main ridge beam of the western unit also needed some additional microlam beams and in additional column support. This beam was installed properly and this area is structurally adequate novr. In the master bedroom, there-ras also a problem with the ridge bean. This was to be so] vea uy putting tie rafters across the room at every joist and nailed wlth l6D nails. This was done properly and thls area no longer is ln any jeopardy of a col'l apslng roof
due to severe snow loads.
At this time, I feel the structural repairs are conplete and that the
remedial work ls also progressing well.
;ffi.: 4 w,rL,
Steven F. llells, p.E.
q "3llY'Jli'Yh'fu"
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Heritage Cablevision
PO. Box 439
0140 Metcalf Rd.
Avon, Colorado 81620
303-949-5510
Mr. J.R. Hill, Ph.D.
9753 East Crestline Circle
Englewood, Colorado 80111
Dear Mr. Hi.11:
I am writing our approval of
July 18, f984
RE:
to acknowledge your need for
Proposed encroachment into side lot line easement of lot 18, Glen-Lyon Subdivision.
receipt of your request
encroachment.
Your trulv,%/4o Teff Hrfghes
Construction Supervisor
f
hter'llountrln Englneerlng r,rc
,Iuly 5, 1984
8ox No. 978
Avon, Colorado 81620
949-5072 Denver 893-1 531
_...:f-
r? *'i '.u
> //t*7 /L-'P
lAt'n
Lc r rct'*
{ fn-'"-t'
James R. Hill
Regency Homes
6467 S. Dayton St.
Englewood, C0 80111
Re: Lot 18, Glen Lyon Subdivision
Dear Mr. Hi I I :
- . {s requested, I have revjewed the prooosed rown of vail ordinance -Administrative Policy Dea'ling t.lith Geologic Hazards. To address the
concerns of this ordinance, I have studied the foll0wing references:
1. Indexes to Geologic Mapping, Eagle County, Colorado
Prepared for Colorado Geologicai Survey and Eagle County,
Col orado
Prepared by Charies S. Robinson & Associates, Inc.,
Gol den , Col orado 1975.
2. Environmentai Impact Report, Glen Lyon Subdivision,
Vai I , Colorado
Prepared by THK Associates, Inc.
3. Appendix A, Environmentai Impact Report, Glen Lyon Subdi-vision, Vail, Colorado
Prepared by THK Associates, Inc.
4. Geologic Raoid Mass-Wasting process
Current Conditions - a component of the Comprehensive plan,
Town of Vail, 1977
Prepared by Briscoe, l4aphis, I'lurray, Lamont, Inc., Management
Consu'l tants
. Based on my review of the above references, I feel that your site is in an area of low-risk hazard from debris s'l idei. The develofment of your site will not increase the hazard because the material source area lies above your site. However, the site is in an area of maiiiiat redeposition.
. The.probability of a natural-occuring slide is relatively low based on both infrequency of event and magnitud6 of event. In a stirdy for the Glen Lyon developers by Arthur Meari, it was concluded that the-annual
1 420 Vance Street
Lakewood, Colorado &21 5
Phone: 232-0158
,ffi
James R. Hill
Regency Homes
Page 2
July 5, 1984
probability of debris flows was most Iikely less than l percent.
The Environrnental Impact Report for Glen Lyon gaive specific mitigation
measures only for Lots 13, 14, and 15. These lots are across the street
from your site. The corrective measure stated for these lots is to protect
buildings against forces not less than 100 pounds per square foot exerted
by_moving debris flow five feet high. Again, these measures were applied
only to Lots 13, 14, and 15.
Since the lots that do require corrective measures are directly across
the street from you, there is a good possibility that your lot will be in the path of a resulting debris flow. To reduce possible damage to your home, grading around the structure should divert the flows around
and away from the building. This can be done by means of berms, swales,or other similar measures.
The Grading Plan for this site prepared in 1982 by this office
have positive drainage away from the bui'l ding dhd includes stnne wa'
either side To provide additional
version measures to the fron e house, you may want to consider
providing a berm along Greenhill Court. This would protect the house
from any debris that might approach the house directly from the front.
Since you are exposed to a mud flow hazard, we would recommend you investi-
gate coverage for this event with your insurance camier.
The findings and conclusions in this'l etter are based on the review of the references listed above. A site-specific geologic study was not
performed by Inter-Mountain Engineering. The revjew of the references listed was for the exclusive use of James R. Hill for the specific appli-
cation to the proposed duplex located on Lot 18, Glen Lyon Subdivision,
Town of Vai1, Colorado. There is no other warranty, either ex'pressed
orimol i ed.
S i ncere ly,
t t' "tZ n7 , /1.2'r: "2
G. Thomas Allen
Engi neer
cc: Tom Braun, Town of Vail
does lls
f ;-' v 1,/?a.t *t €^JT.A L
t"( ^--'-
Unstable Soils
Impact Summary. Geologically young soils and
common jn mountain areas, can be "undercompacted'differential settlfng of structures built on them
designed for site-specific sojl characteristics.
-.1 . .surt lcla I maf,erlal r
and produce
when they are not
Ivlj ti gatiol Measures. Si te spec ifi c soj I stabi 1 i ty tests sfroutA
be redurTFd'-T6FTaEI-Tot or parcei upon which a building 'is to be
constructed. These tests will provide the information necessary for proper foundation designs and wjll indicate whether any
pre-construction soil compaction is necessary.
Avalanche Hazard.
Impact Summary. In one area of the site, to the southwest of
Rockpoint Gulch, the avalanche hazard risk'i s high enough to require
structures built on Lots 29 and 30 to be desiqned to withstand pressures
from possible snow avalanches (See Exhibjt No: 6),
Mitiqation Measures. l,.lithjn Zone II, as depicted in the
Naturil-F6TiFdsTEpl-Tle lorver 12 feet of the uphill wall of the
structure, if designed to stand perpendicularly to the flow of the
probable avalanche, should be designed to withstand a maximum pressure
bf:OO pounds per iquare foot. hliahjn Zone I, the pressure shbuld I
be 200 pounds per square foot for the lorver eight feet of the wall.
These Dressures can be reduced if structures are oriented so that
uphi11 walls are ob1 ique to the probable avalance path. Should
th'i s be the case, special individual engineering solutions will be
requ i red .
Debris Flow
, tlqpggt,SurmgIJ. Debris ftows are recurring but infreq nazards tnat can cause property danage.lAri;
. .Ujtiqa{ion i'leasuLes. Residential build.ings consJ trle debris fl 0w hazard area should be protected agdih produced by a moving debris f'low five ?eet high. -This measur'e1l:-applies only to Lots 13, 14 and 15 as shown on the pre'l imjnarv"ry
de.velopment plan for Glen Lyon submitted August 6, 1977': - -DEfiTFE
pressures for these walls, foundations, or windows (if qnV);$g$[Ue nol.:less than'100 lbs/square foot.
I
I
I -61-
AppEHo r x
ENVIRONI'ITNTAL II1PACT REPORT
GLEN LYON
VAIL, COLORADO
SITF: GEOL()O'/ - la,rcjr"oc.!,.l-)r:1-rosi t:l
T l-lc beClnocl< geolo(ry ol' tlrr,l :-:il:C consif-:Ig
(Pennsl,ls,anian ag;e) anC irj <j_,: cnibecJ lt--
ol= the Mintur^n Fonnr;rtion
I'ollo,.vs:
Meclirln to coir^r-e-gr.iii, . .i.l gr;ry Lo r^q<ldislr trnov.,r.l sandstcne,
congl(::r-neratic :; :;rdsi-.':1-.:, l.l'rin bcc!:i ol' l^eccjis.: . browrt slltsEoris and sandy ancf siily si r,-:'i .,: .:nd pr-cr-n::renE pinlcislr_gr-ay to gniry
linrcs-:t't:re bccj:;" (R(,..j:r.t:r,)n, lgTO)')
Nee.r^ lhe Glerr Lyorr iritc '.:r., ljr,.rnocl.< :: t:^a La clip a.l:.-rncxirrrater-y 1s degnc.:c,s to tile nonLhe."rsl-. -l-lrc I\.'rirr'.i,;-;r F:ol-irii:,. i:i orr was cr-,;r,.rsited duning Ll re eanly t-i': 16ts Penrreyrira'rr'rii:n [] 'ct'iod (:;1.;: Genernli;:c.d s tr-.: tigni,.r.h ic Scctio|r) alol-)g th'.) c;r.st fla.r rl r o1'Lhe l:.;rc;lc (N4;r.r-oon) Basirr fncr.n m.\lenial enodeci l'r^or-n Llre ,1.r:ces:[r.al l::, orrt Ra.ng.:l , locrriecl east of the site. These ClasLi.c scdimerlt!,r (cI;i5rs, sii:,;, s,ancjs t-- ncl corrglorner-atcs) Forilecl a sedi-mentar '7 wer. je ap1:r^c'rxi rr ,;:.i c. i..,r 6rOOO f.:cL thicl< r".,1 rlch inter.firrr.:r.ed vritir n'r.rrirre lime:;tcrrres i:rrc1 evr.;:::,;-ltes ( cry,'rs,u r-n) a-.; it tlrinned tolvar.d thc
nonth!"./,.. st. Thc drjl l-lir1;rrri_ r-.'l.t-r/ min:r.i.ls in tl-r: sa.lndstoncs, shales ancl nltldsLonl., o{" ti-re ly'rirrLunrr r..;-.: illilg, r1r i>lc:d - la5,e r^ clay ntirrena.ls arrd chlonite (Lhe hrqtr'ly (j)(par"rriivc cl:ry, r-non1rponillonile is al)s,J11ts, on spai-se)(Bogirs, i966).-' -l"l'l,e nesi:,,ilrrt. lir;es;tc6e urrits ol= the A4i6tlrr^n For.rn
r'lea.l^1)/ vei'[[cal clir-fs lrigtr3i- ()r] tlrc \,'i]llc)y uraii abcve the site. [3rrL fon tlre trrost p:lnL t-ho slt.e is lr; ir.r:l^lain l;5r 11911,^".-.stiirtt :;lrales, silt::cncs,
clar15191^,^'i c.r-rC s,:ncl:;t.oi1cs. T- l-r:: lriglr er^crilibillty o1" !his bednocl< ancl
subseqLr(. tlt geolcgic events rs-(jociated rvitlr gl;rciirtion have pr-oCucecJ a mosaic ol unc'--irso 1i. cl.a tc d trri,..Lrii^i.n1 (surr-iici.al g:ologic C:1--osits) whicl.r mantles tl"le vt:llcy v,z;rl,rs;. ' -ris urrcor rr;r: : datecl r-lriitenial , v.,li.3 n founrl On St-:ep sllop3:-1 , is- subjecL t.o rrrarss -,rv;:;'-i r-rg (<trt*r,tL5r irrdr rq66 Slipi:ag:on t"l orv ciorvrr-'; iop:;, but n;t.,-::-; r-r'..1y v(lr-y co r..rs i ci3 ni\r)l), r.norrr veny slow to naptd.
SITI-:- Gi:-O|-OOY -!glf9l_,:L_!1. r:o s i rsi
over'lyir-rg l-lrc.: Minl,ur-n sancl:.; r.or-i': , siit:;Lcires, conglorncrartcs e.nd ltme-stones is a complc;: mo-sai.c or scrrir"ici.ri geolcaic units (iiobinson,1976). -[his suri'icial trr;tLcrial is pt^irrliu-ily urlconso I id.rt()d, unstnaLil.icd
o'rGcolollic Ha;:an,.J:; atrcj lic:;otrnces [n L:agte Countyrj by Clrarlcs S.Robirrcon arld As:rociaLcs, jnc. (197O)
4t'Pctnolofyy of'Mirrtunt.r [:ol.r)1.ttio6, Et.rl;1.-Cerrtr;rl lli.rg|c CourrLy, Colon.lclo,,,by Silnr l-loggs I .1r., Dr-rll<:tirt ot' thc Anrcnican As;s;ociaLion of pe[rolc.ur1-r
Gcologli:;t-r;, U.SO n.7 ( IOU(j), p. 1GO9.
-G-
tr colluvitrrn" anC ol-l rcn scdimt)nllrny prorli rcts ol' rnas,s-wasting cJcposiLed ' during Llrc cluatcrn:rr^y Pc:nlcrcl (tate cerro:.oic Ena). For convcnience,
the I'ollorrirrg dcsci^ipticns o[ tlrc sur-f,i(:ial gc:ologic Lrhits ane sepan.eted
tnto Urol;o locatcd on Llre stccp slo;:es arrti tho:;e locatecl or1 tnodcnate
to genLle slopes ( See Sui^l=iclal Geolog)/ Map).
_Sleip_Flooe UniLr:_
Qrrat'rg5ni,i.r=q]olaF,r_itune Ccil:ISr<i a corr,,.iex ot' slope Failunes, such
as c:br'is slici;s, mucji'ir:,.i-:, c.ilbnl.s flow,s, larrclsllCes, etc.; tl-le
soLrncc r..rater^ial hene Is tirc Pe rrn:;5,lv.rnian ivlirrlurr.rr Fonnr:.:Lion .:ncl
Qurater-rrany rnor.ri [n: ci::l; :.: ,i |- ; .
Qga.[1;1.it'V;_C_g]!r-1yl',:ry_r: uncort::olicrafed rrraLei^i:rl clcnivcrl fncm !l:pt':.,=/ r^,cat:hr:ning ol' /\1lni'-lnn br.:cir.crcl< mrr-tcl-i:rl; veny slov,, mass-v.,asting
dcmirraLes over- r.a1: i d .
S!1!q.11131if_?:-qnis--.!llici:.s: I'ir',: collrrviurl-r [o bcr.rlclon ci:posits inr:luding
mor.airrnl de1:c:,ritr, Ll-,.r'c lr:l,c l-.,ilecl arrcl rnoved Co,,vn:lope; l:ire sourcc
mat.:l-it:l lrer'e [:; tlre urrd.' r.llvirrg /Viintlrr-rr Fonrnat-ion.
A./rodenair,. Slo!--e Ur-ri t.;:
O-u.r.tet'nanY:.4!y!gl_i5lI'1_:. ccne silap3J Cep,.'os'Lt oF allLrvial arrcl colluvial
seclimeiris vyh'lcir a:i-:: cj.)posii.::d by a L..ibut;.ny stt^c.?.m upcn ent:nlrrg . a ianger str-e.rii-| vai [c.:_v oi' lrigh:r. oi^cj:r..
:*y:^*lgfn"fi,-Cglluvia.l:_!:_C;;i:_: ar-ea.s ot= iir:e.-gr-air.ed slcpe wash Cepcsits
fourrci e.! lire ba.:;e o1' ver-y stcep slopc:;.
Qur.[:ernanr,,:!!y:Lgifill_i: _l-_ig-:!llU: fh.rvial-gla:ciil nratenial cteposited
and t-evvorl<ccl l)y tl-rg rv:,.tc i^s of Goi,c Cr.cek
l-he Cerro::cic hi.-;l-o15/ ol" Gol^cr Cncel< Va-.I1.'52, L:eing clon-rirratecl b5r s)<!s6sivs
weathening arrd stl^cant iincj ohci;rl er-o:;iorr, lras pt-(,(Juc,)d si(lnif.icant
amounts Of' utlconl;<liiC.r.[a'(l , t-nc,t.,rr;t:l1)lc s;ir.li nle r-] t:i 'rvlrrcl'r mantlc Lhg sl-eep
valley rvallc. As in l'nost nlcrnrtairr ;rr^c:r:;, Lire qcolottic proccssc's oF
wcathet'inE, [nanspol^tr.Lioti and niac,.1p(>::itiorr oi seclirt-rcnt ane quite cviclent
lrere. Irr mountairlcLrs ar'eas r-()c!< we.r[her^ir-rg proccss nal-cs anc much
inct'r:ascd, and plrysical wc.r.Llr.:ning seenrs to dorrrinil1c ovc- n chernical .
DCollurritrrn: nocl< 1'r'i-t(;rrrcnLs and gnains (wicle gnairt-size range) cannied
by slol>:r r^;aslr (f1t rviat-gnavi ty lrroccsscs) t.rsually on :it-ccpcn slopcs ancl
de1:osilcd in ltocl<cts as unsontcd nratcniirl .1t tlrc base ol" slopcs on
valley floor manrlinr:.
-7-
SUI:iFlCl,:',L ( QU,:.U:l',:Ally ) CfCICG',' I
I t: I iJj r,-'i'.1' !r-.1 i'*r--.i! 1 -, [-,.,,rJ i.., i i i.-,/i'
' . ,'i'1.,!:l (),-t,.. f.^,i, r1 .r r r
/', I r.:1..si:t 'Jt.ay9 {ei:.:-:.;.:, UCt.-,.,7,.-:,.,
t!l I r\ ^ ',r\r;.!,,virt or. I t.,.ia Uc
. | - fi | " ta -l.zy,,r, b,;,,:,rq,.r1, .1 -''; v'2 2 ,-/.r .. ,i ' I Q;;i !i.I,i;',,it:!, fi::t
t...
I Qc,'.1 O:ll,;u;:[ \.,'.'Jr's
i t-'
i C) l'- lt;i.1:'.>tuye y'-,:.'' Y|cyi'",i;:i,t
t.
, I Q i-, bi'i.e;,:rTe.i,:eo,:,,"
i
I ,fio,oo roo
i I t't---r-.-
| 50 loo
Qi,
Oo
FIG.2
Mourrl-iri n buildiritl actirriLy ;>r.oducc:s lni:u'ly joints, Fractures ancl faul ts
in Ll'r g rocl< str't-rc tt-tt'c wlricir oi)..ilrs Lirc becjrocl( to accelcrated weati'r::ring
proccs.L;es. Mout.)tc'lil..} topoS;r'aplry, irrf lcrc'rrccs thr local climate pnoducitlg
grcilten tcmpefirlurrr. nanE.)s arrd gnc;.rlc)r a.moLultr oF pnecil>itrtion.
Mountairr topogt'aplr;r also cr><pcges r't1or.e r^ocl( anr':1 bo rveatlrening pnccesses.
And nrcuril-ai,n v:g"taticn proclirc9S ot-cr,. nic acicjg and gases wlrich clrcrnicall),
wea tl:'l r^ l:edroci<. Incrci'.::cC r';eaU--+ring pnoccsri raies, r.,iric!r pncviclc
loosc, tt'o.rtspc:'l"::.1r1:, ma.r.ci-ial, occul. on ihe steci) valley \1,alls. -[hese
steep rncLnrtain siopelr pr.c' . 1,:l ' thc a:-adierri esr;enl,tal Fon fluvial and
gnavil-y mi:chanis;r'lts; to act irr tra:rs1::t"tirrc; the r:r1cot15o Lidatjcd n.ratenie.l .
Tlrc d)rni-,mlcs ci rv:ath:i'irrcj ai'rC cl^..;ii-'ri hcnc tr:ve arl r'l r'.:sl- pi-;:cltrC.-.d
Ure C:r,c,"opmcrrL <"r l' r,'"'c I I-C-: l'i n.r<,1 soils, But Li rls is; nct L,J sey th'-:t Llte
uncol',soliCa'-e d crilrrviurn l.i:ci(:t scii-li.l,o pi^or?c;' riosj, it is jrrst lhat [lre
colILr'./ir!rn f:;-'.s rrct bcarr s:i:lbl.:', i<;r- Ll-r:. titxe (scrrc,|r.al lrutrdreu yea.ns?)
neces:ja.ny l'or. Llre C.:ve Icpnr.-.rrt cf r'.,-.li-.cj'-: f irred sc!i hcnizorrs. Thls Is a
collcl i ti on '"yp i cal oF nrouritt;tin 3r-eas.
An al>unciance oi= rnoveabl.e nriLcr^ia.1 (frcl1't incre.eseci weatherinJ) and
suFf icic rr; Sae - ieli:s i:c r tr'un:-pct'ta:i..r:1 (Stel-:) s,lu-pi.s) 1:r'ocJLtce nelOcai:iOrr
of matcr''iiris at l.c.tcs of s'-':lr irrcl-ce:;:ci nr{gnitucie !l'ral [lre pnocess oF
enosicr"i, v.,l rich usl!:.liy occur^s o11 tl't3 E:olcgic sc;.Le of time, beEins
to lrr-nureiice nl.:nrs a,cLivliics \'.,iih gi-ei"rLei^ enC c:^-ai,e:^ lrequcr-.c5r. Tlris
means ii'ral- scil g:oicglc ri-i3.L: ii-ils ariii tc1:.-:g:^apl^,], have a. terrrpcr^al
Qualll.5r ';c: l-he rrr wlricii nequi:^es recog:^,::ion pnioi. to Cevclcpr,crrt of
hums.rr i-,::i:'i l-a. t i(jns .
lQeol c!;i c l-lazanc-ls
ln mountalinous at^cirs lhe r.'.i ti: s cf vri:.rti-,-:t.ing, tt-arriporLttic-,n and
de;''osi 11.'r,-' lrave bcerr "step;>.:cl up" to guclr an exi:cr1t tlrat Lhcy occun
on a ilisi:oi^ic l-irle :;cale (\./ii-i.rin Li-re ri.i',1;l oF arr I nlj i v iclrra.l ' s liictime)
rather- tlr..n on a g.:c'loEic tirr::- scrle . F:.-:coolri [icr'r oi the:c pr'.,-rce sses
ancJ tireir^ cfiect oir der,eloltrnertt can bc cl:rssificcJ int.o thr:re ar'cas:
locaLiorr ol' ci::vcloDnlct1t on n'rctas'inble matenial sourcc areas
cag>ahlc oF rrrov:rl,lnt dorill:; lope r
local.ion ol= clcvclcpmcnt \'.,it.l1in !lrc Lnansporl-at-iort patlr ol' nlaterlal
capal:lc oF movement,
locaLiorr ol' development lC the !'i. Lc ol' matcr^ial rcctcposil-ion.
1)
2>
3)
-B-
Tlrcse f)nocL-rjj:;es corribirrc to l"or^rrr siLurilLitrn:.; wlrcne nrcLastable gcotogic
matcnial c:rn bcconrc rrrobilc an<l ntove ;1lc.ri'r! a tnarl:lllor'Lation path to
a stablc sil-c of FedcJrr.>r.;itiorr. Wl.r:n tlli:.. u(:cLrns rvlth sr.rclr higlr tre
gucncy or Illtensify Llr,iL lir.rrnan lii-c or 1rl',.r;rcl^L] is crrcl:tngcned, it is
called a gcolcllic lr:Tz.'.t'd. Potr-'r'iti.rl g:,.rlo";ic'. [ra;at^cls (Sec Natural
l.-l;tzanCs Miip) cn tlrc Olc:rr Lyorr ::itc (c:rclr,r:.-.lve ol- lrycJrologic al.tcl
liircw avalancl-,:) ane:
1) rlcbnis !:lici:?s aircl o'-hct' slol--': f:ril'.r'',..:'-; as:sc:c:IaLecl v' t th stecP slopgs,
2> debt.is f icrr.v on l'lor:t i-r^c latc cl d.:1'ro-.ir.i<j r or1 thc ciell''is Fan, atlcl
3) hydnccorlplrciion oi''rso[1" c,li Ll )e cc)l],r.r.,/i.:rl rveclg<-: or- l-he ciebrt:: fan.
Delrt.iS S1i.,'::s a.nr:, otl-rei. :;l.ope 1;'il,-rt^--.:S Olt V,:! n),/ Sjtccip s,l.)iteS cz]t.l OCCUi-,
bui: tire proirJrbiliLy o{'a na tr,ii-al - i-'::cu r-i 11!t :;1i.,.::) on tlri.s sil-c is r-alati\.'.:,ly
lorv. A dcj i i iorr.r'l.l5r, tlrcr.;r', slicjc:i z't^.: as,';cci::.1.(Jd wii:h s1of,3s sc s'!ecl:)
that Ceve.loilrrlerlt th--:ri: '.'.'--u lci tr:-'. irll-.i^i:cl:i r--,:1 l'lasr:tl on sl.ope alor13.
This brcad groupiriE c1= slope {=ai.itrt'c:; inclr,:cl:s a rangt oF b,'pes Fr'om
veny lilow br-.rt coit Li n'.rc)i.r:! mass-v"i,s, t i ri g t;'1r'1 ,-, such as soil cneel>r to
na!-1'td buL it-li (-:iciut)i1t t i.l:,s:'-'.nrastirlg [',1-:311; s-'cl't :,:; larrcislicies (Sec Ctrant
of Mass-\i'/as; ti t't;-' T:,i,-es, l'r[€; . 4.). Slvl;;f i',:r.ilui'es cait-) occua on slci]3s
cornpcoe:l of' Cl.t.r:rte rtr:r.1".,r D(-:br^'.s !ili<r--s. r,..'1', . r'--'c1..1 slcpc k:ilurr^e of tlre
Qr-t;',.Let^r:an5r Ccl.l'-\,iunr ai'r less lri<,:ly. 'l-iri:; lJ.Ltcl- uni,t seems lcSS
suscet)tibie L,.) tncvern::ri!. At eii^'\'' r'irlc, ti.r'r 3c-urloglc l-r:i=and associalt:d
wiLlr debi^i.s :;1icl.'s arrrl slc;r: l=:rilu; . !-, on .;1..:.:) .:iopa.s t^atr!<s lorv, b3secl
on boLh i ni'r'i,,.;',.:c t'icy oi= L'v-rr'lL an'l t'rr.:rc]' .ir-uc..r o1- cvcrrtt. N3 e!'ide nccs ol'
lar'gc-scale slc;;e I'aii'.ri'cs, i.e., tlrc:;e oi' :-r,,r i'iici.errt sctile to af'f=cct
the pr^opcscd C:vclopmeiri pien, \^,,.:- r^,.1 ol.rr,r: r-..,:..1 . In all lil<elihood,
w,hat hrs l:,..,e n obrcnvr:cj orr Lhc sL,-'-ri) slo;::rs ci' tire siLe are old':n slcl-,e
falluncs v.,hiclr occui t^ed c:.ri-irrg t',: Qui,[.o 1.r-i:ii.y, v.,iren clinriites wcne
coolci^ a.nd tir:s: -slopos r^i31^r; l;1;'g;:ly [r^cc o1- e)'.tensive stabilizinE
vc ac irLion.
Tlre geologtc haze.r'l i:1;:;ocii',lcd r^,,lLlr Ccl>r^i:; flo,.i, or^ {-lood rclated doposi-
tiorr crr Llrc cl:l.rr'is l'arr mcr-it-ed rlc'r-:. ccrlt)..: r.l-r a. r^,C dernarrcl:d rrtone sLudy.
T l'I3 $,ord rr[r-v1^1"s1'11't is o1't -:tt usecl a:; a clrt'.r;.i ter^n1 l'or- tlrrse tyrpe s ol=
.haz:irnds. By t'i:.Jt-,'a'-t|;.' \'iJ nlean rcL',tiv,--ly swI t'l--rnovil1(l v/:ILen, gedi-
merr[ arrd d:-.bi'is lrsuallr,z nrovirrq cJovrr] A dis:l-r^ict dn.tini qi'r^.,ay on clrLr,'tcl .
Tl'rc nange ol' po:;siblc t.or^l^cnl-s for-r'r'r'*; arrcj tlr:in dcpo:;il-iorrel pnoclucts
is slrcrvn in l-:igir1-s 5, 'rOu-onrorPlric l-rr^occs:,;cs and Llreir' [)roducLs".
Dcbr'is blows arc nelel"ivcly waLt:n clcficicrrt rr.tnlcnial l'lows wlriclr consist
ol" mtrd, r'ocl< atrd Ccbnis. Thcy ar'c son.rcwlr;'rt. rigicl flows in wlriclr
tlrc se dinrcnl- an(l dcbr^ii; 1,-rr^nr a nrrtr^1=. 1-lrtjy [1orv in sLrng.::; at
rclativcly lorv vt:loci Lic::: ( / 2O nr1;!r . ) , br.rL ancr cap.rblc ot' pnoducitlg
ctrci\t dam:rgc. Movcrrri.. r-rl ol' nTt.r:;tabLr r)l;r,tcrial is ustr;'rlly irriLiatu'd
by lrcnry t.ai11 sitorms crn suddcn s.1>r^ing; tlr;rrr,:;. Tlrus, tllc lleccssany
-$-
i'iA1"u:1..nt- u,o.,t,tr*
a I a
f=l D
l;!.:,1I t | )l
i rr
/"'t l' ;
i^:r ', I L !./t i't
lt l m l;ie',ii1 f k,.,i:, r',,1
i) zl,::';> it[c,,u lrtt ;,..ri.,ti
Y,l,
"i{i (l
4'li ,l
o o 100 Joo
Fr'1"5L..J 50 200
-23-
FIG. 3
CCIJIPARISC:']SI-OI
l'4rtr.riJl9 .\('c I rrr 'lrli\i'.' .(l^tlr\r
[)y wr..rtlvjr'rrYr .r".'l tr'.\'a t)or'1 :
irr:o fn,:!.:rrt a,i,l ! l,):,r"1<-'r'r l(l
Cittcl.rnarlt [,i\a:i, r Jrl,Ov!j drnlr|1!i.
,,, l,/...,..,/ f1",:...,i-,,.:, 1.n.,,*;-.,'i i ltb f '.| i1';'={A
lt o
"'v (x OF itlrt P!Dil T'/i]ES WASTIiTG
',y
tQ
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ln gltu v,'cir(lt('l.i.'1 P.aducci ii'iiii.,t'rc r'r.1Lc.r.tls in Ltcc'
6lgnca.
,. ",i *
Dziii:il9 i )!i 'l-;\l:'irt,i:-
l-arnir-\]r, vis-
ct)Dt f lo,/r j
t.l.rr,rctrracal
n1:ra,i; nOnCOrr-
ti,\!r.,ut flo\v
(i11,,, rt (lr'at i..1.ic
cl$r"rcl i flo.v-
lr10 r-'. r:.ai cac-
cl l;vxrcl .
Tr rrbul cr\i , l(:.5
vi 5corr3 fl(".'r;
nO !tru(:i\rr. il
n!nisi cor\t rrr-
uarr:i fl<rv/ (!. )!'/rr
d r.!., I I ri.l c
cl\.!r:rcl.
[:n rnn.s flo.../ o. 1i1i.lc do!/n5lof(i
irF.l.r. r;j srrrill-.c::ic !;cnls or'
lnn9.)-scalc .1wi! I'r,rcl-,o frJ(hs '
l': :t "'i ":
pf:-l),1'l; lt,\l,l CrOl,L -UV l,r.\L \\t U, ee g
rla l(r..tl('.1 crl
rrr r.r.. .r., .r l(,1,,.
.l(.fxr1.itt.l At b.l:.t' of |-lol)c
I: IG. 4
ingr^cc|ic,rits for a clel>ris flow to occu|^ are: 1) sig:.lif ica|1t qt|.rntities
oF m(, Las!.1bie rnnt-31^ii'.1 positionecl i[t ar clr^nirlagc ba:;itr in sucl't a way
that Llre relearse oF tlre nliltcnial hlng:; o!1 a rttricgiring't cvct-rl-' and
2) i r-r trodcrct icrr ol' excess walel' into the met;rsr[^ble ';cdinrerrt t-;y eithcn
napicl slicw,rncit or int.etlsc nainl'all , L'rrencby rc<-l''rcir,g its intcrlral co-
l-r3:icr-l ariC 'r tniUgcning" a sli(le .
A hl:zar ds stud t cjor:e fc, r- il-.e -for;t o1' V.ril sl'tov,'ec1 tll;\t a pon''ioll ol"
theOlenl-yonr,i^op::ntyr"'i''sc1;''ssiiicdnr;al-cr"el1'DcbrisFlov/
Hazar-cl . Levi.-l I \.,'e.5 caliccl ai'l .11^c.l oi' r11od:t'1"-: lr''r:ar^d r"'h:'t'c prop-
enly d:-m:rii3 r.rc.. s DOSsiblc l-.u L r,oss of' lif'-r '."4s r-:lrliil:i)r' D:]! "'is Flows
wene cj:{.lncC ir r r-i-ii.; S3uciyz 3s rt l.1t-tr!f 'tJ-,4 l"lov.'{:;) cf s;i;^'-tcL'-tr'3d nt'-t r'i ,
del..,.is an'c rocli m.\55. '' Ir.l i:|ris i'.1.i.1. c|' t.:-.rc:t^:,;e ll:\.-arc] ' cJ-jbl-is
l.l orv ce'.n causa: f:31-;'.::!.3 tO Stf (la.'-r.,lr'c.; by rttrt-osicil , ncl:'clticn, i'lutldatiol'l
by nrr.rcl and scil a'-,cj t^ocl( it'r-r1-'- ::''- '1t Obr"iousl)'r n'lor-3 c3tail'eci s":uCy
was r'cq . [l'ed.
Anthun ivlcl:.i^c, al na!t!:t'al l:e.:ar:ls cci i'lulLcint, \/as enlil'!l=cl b;- tire de-
velc;;-. ln, AtrJl^,:..r Nc;^r'is, otr t ]i.' l -.1cc\11'liYI ] |1.--..1i oi.r oF Ti.:c JcIrrl R;,,.a. n
ccrnpan5, and -1-Hl( l\ssociatcs, to err;:. lttat: tl-re preil:blc nisk a::soci::ted
rvi ti-r c..iebr.is flo\,,':; at^rcl ol-her' lra.:::r.ncJs o11 ti'.3 Glen L)'cn siLe ' Mteal'S
gg111.i-tcL€CJhisfieldirrrl:s|-i!i'.tiot1]ol-lA.LtJLl:jt9a:rc11C,1977a.tlci\,r'aS
accotirpaltigci b;r /r t-r.-ly Nol^r'is, i-ii'l rj':velo;::i^ ' N4cal s oxarnineC bcth
Roci<poirrt Gr-rlctr an(l Pa.nl< ir,.icac j..l..vs Gr-r lclr f on c: bni c f.lo\v h.r::an(| alld
forrncj iir:nr sigi.rii icanLl5, clit-icrerr'.. l.,4eans l'ouncl l-l't:''; lli: Fiocl<ircint
Gulclr di^ai63-e 3 n,as tho s;,te ol' r'. na Llrc-, t' surbstarrtlal , but ancicl^'t debris
fior,rr. In regar.O to l)i^escr,t hazend lcvels tilet^e , lr: ccnclurces, I'Rocl<-
polllt bas i.r-l aplle.,ns to be stable vvith t-e.s1rect to ci:lbr^is flor^rs at tlre
Pnesel.rt timet, , a.nd ,, . . . thene is no cvid:rrrce f'on pl^cSent c|ebl.is Flolv
potent.i?'i.'t(i.vlcer^srcPol^i,attachec|Lo|-hisdisctrgslcrr,p'6).Mears
concljcj:s tllart tl'i3 1c-rg:n Par^l< Meacjov;s otticl-t Clrliirlr19: basitt ttis
onl5r tnranginally stabler.'t In this b:rsln l'.^cans iouri'tcl theri: tl-re upper
basin,locatedt.]ch.\,esntheelevationsofs,2ool.ccta.rrcilo,2ooFect'iS
Irpa.l^ticLlle.nly,s,-lsccptible to slrcel- rurn';l'f cl' nrud atrd rnv;r Le t^ cJutt'itrg; an
interrse ri.tint:lll", arrd tlrat the Io\^Je n L->:rsit-r, below Llr3 eleval-iott oF
9,2ooflc:et,.isthesouncco|'ttrcmiljorii-yol'tirenocl<debnis.|'T|re
Natcrr^al l-l:I:.rl^.,s N4ap slrcr'.vs ![rc lOcaLicrtt attcl m:'l)(itnLln.) exLenL ol' Llre
langcsl pnotrjiblc <iobris [1our. Altl1ourgh fu\cans coulcln't pl^ccis'cly assigtl
a derinii.3 probabiliLy to such o,. o',u...,t, |ro cotlctuc|.Cj Lhit t,he annual
pnobabitiLy was nlcst lilcety less than 1?/"' An event lvi th this low
prob:\bitity and low imp;rcL pt^cs3'ures (1oo lbs'/fu'z See Mitig:.lLion
Mcarsunes.)isofsuct.rlo.'vrn;r<jrritudcLlrat'lanclul;ealtenal-i'orl!;
"RIFId lr4a:is-rv.ts;Llrrg Pnocesses t Vail, Colonaclotr l)rcpaned fon the
Aprit 1977.Town of \/atl L1y AnLhLrn fVicanc,
-10-
l/1i,({,;
(r.1. n, ,.,(.../ i, L, ! J
?;c:t\tr:z\,
itr,"!..f,, .',,,t r.,.r. rvl... j
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k D
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t,
f-\ | . l. I I Ltill'r i \Yiliii(:ir,
tr I nl'l
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I tl'l tul.t',_i..q\it.u
r't | {'l
'11r3t" ,rtl.tr'.t)
,r].:1 ??.- 7'. =,
:2 f , <i6.',U\,-/i i) 8"./r;tc/
Qolr:'vrYlou;
Ocl:rr-i,t f hC
Hcav' l, i {c-Jtd c:\:r.At1\
r r rt I I | --)-
LiTiti'f 1 l5;ri -d it\'(l\';l
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/\, ( | p r.t /i f,..t r f *;.Lz',:"t ': i,i-,/
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ar I
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ggt"tr,l)ll i ,l ,7.1...,. 71'")'1;(.t t,,.,../ | r'-
..-t \ a !1211*,:(:,| \r ).-/.- \r'
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FIG.5
a
ln tlrc pnoprised dcrrclopment plan anc t.tllnecesstl,l'y. Br.rt, evcn. with
the occunr.'cnce of such att ttrtli.lrcly cvcnl", oLlren mi[igi1t[ot1 measul'es
ane nequined to pnoLcct propenLy.
TonrenLs and mass-wL:;Ling pnoceslses deposit nratcnial [n a nel.rtlvely
rturrdencompactedtr srbate. Thesc activc pr.ocesscs pr^ocl'.rce cortrpanitivcly
ItyoLrr.tg" mrter.ial rvlrich lras nci hatJ llre oppot'tLlr'ri lz to nnlr.rnally compact
and cot-!::olidete lil<r: old.:n sut.l'icial nrLt'cr^iat. lJcr^e n.ttunal cotrrLrectiotr
is a furr<;tlon ol' scclitl,terlt aS3. Ttris cl r:rractenisl-lc oi" Lhe sunficial
mat(inia'13 on thc Glen l-"on siic l-ias inr;:tict:ticlrs for' Llrc developirnent
plar r (See Mi.tiEatiorr Mo.:'.srrncc).
Ir1 surnm:r'y; tlre init,itl conc.t'r. o{'AnC;r Nornis, the <i:r.'elopen' John
Ryan and TFli'l Associirtes l'o| Lhe pt\rs:ltlcc arri! rno.g;aiLurcj: ot= geologti'c
l'razancjs on thg Glen Lyorr sitc rvas soqn ina.li'lated [t1Lo CetailcC slle
sl ans, a r.:rluret lrazand:= ccnst.tltant. His
field investig:'.tion:; coniinmed Lire pncset''lcc ol' C.-'blis t'low, stope ftrilut'c,
and soil s;lability lrazai.cl:i, bu! wiLlr l.isi< lcvels much lcwet' [han suspoci.cd.
The nisl< levels ol' tlr:se hauc.;^t-ls were C.:tennrirred Lc be lovr encuglr to
justify ths ccntinLrance of tho fri^oPo!:eJ land-use scheme, wi!h oiliy ven)'
mlnon and i.oasonabie miLigrLion rr,casul''3s.
-11-
"l ock
tr ling
Sou rce of Uti'l i ti es
Submittal Items
tal Topo Hap
\.,, ),-e P'l an
(c) Utility P'lan
(D) Tit'le RePort
iei ir[oitiiion Agreement (if app''-'rrte)
Enqineering Requirements
lil
J , .able) (l{ot AccePtable)
s/-sl:--,L4qt
l.l.
L
2.
l
A
B
c
D
E.
F
r,,f[
..,\-. J.* 0^*#' \ v\lrt)p
!,v\ \,+$
' l\L
I f, .
il ;,i,)l rM N[.u\y,\Lc.v--v
E'lectri c
Gas
Se"rer
lla ier
Tel eplrorie
T.V.
,ttdft 'fii.iiZV' '-n"-t/ ^r/ ,,^, a r,-t
ao/{iEi-;n a' 1l<'z;zatG &<!en'>>'!";;:;- 25 R'>< //w-/cz 4r^' €rlc'!''Yg
,4rf*1{:Wf:.
to
cv- -,
1t;- z --6.71, 27s-/gl
4. Cornnents :
Approved:
Disapproved, 4t-/". f frla
!.,,, \r. &^"
yf^ ' 4tr( (^ -(
\l t-'ntf\
A tl\,* *t
' \,\i t ,' '.)^ *l-t\
Bill An d:-c ,'.'s
ttli
lnwn u llflI
75 south lronlage road
vail, colorado 81657
(303) 476-7000 olflce ol communlly development
August .l8, .l983
Jim Hill
Regency Homes
6467 South Dayton Street
Englewood, C0 801I I
Re: Regency Dup'l ex
Glen Lyon, Lot 18
Dear Jim:
0n August .l7, 1983, the Design Review Board approved the Regency
Duplex on Lot 18, Glen Lyon. All disturbed areas are to be
revegetated. Construction boundaries should be establ'i shed by
means of a snow fence erected with metal fence poles 5'apart.
No fil1, regrading, or storage of materials should take place
on adjacent Iots or the Town right-of-wa-v.
Sincerely,
t. //"- V'-z^^-
Jim Sayre
Town Pl anner
JS/bb
18.04.110 FanilY.
rrFanilyr. nJans an indiVidual , or twg Of more Persons rclatcd by blood, marriitgc,
or adoption, excluding dornestic servants, living together in a dwelling unit uscd
as a single housekeeping unit, or a gfoup of not nole than four unrelated persons
living t|gether in a dwelling unit used eF a single housekeeping unit. (Ord. 8 1973)
18,O.4JzA Floor Area.
rrFloor areatr mcans ttro sum of
a building, including habjtablc or
are habitable, and attic sPacc, but
bclow ground or jrr attics, and not^
*itf,itt-tiu building. (Ord. 8 f973)
tho gross horlzontal urcas of all floors of
uSeable pcntltouses, arcas bclow ground wlrich
not including r.urinlrabitablc or unuseablc areas
including areis dcsignctl for parking or loadhg
18.04
Gross Residential Floor Area is defined is the total floor arca within the eirclos
n"ttr'ii'l ;il;;;;;;-inciuding all lapiiablc areas, gre'rhouses, indoor rccrcational
-. , aZ\ -C-^t -.!-lliiiiii.l,';;;-;;;;;ell"r.";'iiir' a eiiting hcight oi greater tl?i.:.i1 i6l^!:::-'r.i;;'il;;: ll"r'iiie"ir'"-ioir""ins: erayl-fPa,ces, 1!li: 3:i:-:i:l:::": :::1:"t-""i i;istil;";';;;;ilffi"-'i*-ioi-i""i sii I9r -tl:1":'t-:?l:" h:1::19-::::"::,?::ii: lill;]iiili ;;":;;-;;a i""ur a"tigned for parkine and loading. overlappirg sta1rr'ravs shall
only be counted at the lot'test level .
For Single Family and Ttro Fanily
space with a na:<irnun of 2 sPaces
Tirere shall also be a tnaxinum of
square feet given f,or air locks.
gatage, the mechanical areas or
Area (GRFA). ,\..',.-*,.'*:
For buildings containlil;;;;;#;'"1ffi1lfi!-ffffi;b aclditional.gTl ":^::^-t"-:91 oi-tt" alloi'able GRFA oi tiru site shalI be alloned for cotlmon corririors, conmon stalrw
courrqotl haltways,'"otton "iotets' fobUy areas' ancl enclosed con"non recreational facilit
Anything in excess o| this 20? itill bb deauciea from the GRFA allowed on the site'
18.04.140 Grade, Existing
Resldences, a inaxinun of 300 squale feet per vehicle
per dwelling unit .rvill bc allorved for enclosed-garage
30 tqr',ur" f;et Siven for nechsnical areas and 25 '
Any'square footage over the naxiraun for either the
air iocks will be counted aiGross Residential Floor
The existing grade shall be the existing or natural topography of a site prior to
construction.
18.04.150 Grade, Finished
the finished graile shall bc the gradc proposed upca completion oi a project'
. (ord. 57 1980)
18.04.160 Habitable.
ugabitable,, nelns *, i"o desi6ned. for slccl:rirrg, livi.ng, cooliittg, dining'
nectin! or recreation as ippticd tq' i\Qc+ arca' (Ord' I 1973)
t8.04.t70 Height
The distcnce rneasurcd vcrticall)', fton tl)e cxl"tirrg graclc or finistrcd gradc (rrlhichcver
is norc restrictivoi, ;;-;t-;ii*. noiti"lio ttte to! 6f a flat roof' or nansard roof
or to the highest tiiso-rint ir . +iqf1;tg rqcf' (grd' 37' 1980)
Project Application
Date
Proiect Oescription:
Contact Person and Phone JIH [l ttL
Owner, Address and Phone:
Architect, Address and Phone:
r.{
Legal Oescription: Lot 1 '' , Block {Xf-.,, {.Y.>r"l , zone _Filing
Comments:
Design Review Board
/,'-..)
o",. ,4! 6
''1,
9i
Motion by:
seconded o, 74.F OV 4
F lNa L.DISAPPROVAL
;a
summary: frtL arruaAxr, 4ari;'s flan- t'L) "H-
/QLJtf cF14'Tg) : E-S'I 4 4Llt.tlt (e.In<r2--';tr" t$/"-t
rlc,t4.->4At S\ Ul t,f r) ,iN jr-.r F.h \iC
^-.-A,a N bLt (-. u).1 ,e-'! <S /1,o,o,/|. ,-, .;.t t t F E-)
E statt Approval
Rose ltar Le T. De Toda
1460 Greenhlll Court
Va1l, Colorado 81657
July 29, 1983
Town of Vail
75 South Frontage Road, West
Val1, Colorado 8f657
To: Design Revlew ComLttee.
It has corne to my attention that a duplex home is currently belng planned
aud given for approval to be bulLt on the 1ot east of ny Va11- horne. I
refer to the proposed bullding for lot 18 ln the Glen Lyon area on Green-
hLll Court. I understand that the planned home 1s requestlng approval
for long stone nalls to hold back the earth and flatten the ground allowing
for easier constructl,on, and that these walls would be greatly seen from
my home. I feel that most of the homes in thls area have been bullt
followIng the natural shape of the ground and I would not llke seelng high
stone walls and changed ground sl-opes from the maln entry to my houe.
I an eubmltting thLs letter ln dieagreenent to this design as I will be out
of town wlth ny grandchiLdren on vacatLon to Yellortstone and will be
unable to have a representative of ny fanlly attend the next neetLng of
Auguet 3, 1983.
S incerely:
/h" h^,,^* €.,.L ar4
Rose Marie T. De Toda
Proiect Application
.."'i .' . ,'\lL'{ 1,r. .'.i'i r :t{} \.L-J Proiect Name /4" l.l -;t. I'- -(./.' '-'r.
Project Description:
Contact Person and Phone
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot /'"1 Block ,,,,"n C-rAf xJ t \r ud , zone
-
Comments:
Design Review Board
Date
g-'--J 2s
Motion by:
Seconded by:
DISAPPROVAL
/t.\i
ll*-t)/4L:
APPROVAL
d ol,l(- t',.,q \j T\A T {.:,,2tv1t: '-,.tt]--y' ,}Cl4 .r^5 .t_S Sum mary:
E statt Approval
o
Qecency
]lomes
6467 South Day?on Strcct
Englcwood, Colorado 801 | I
June 1J, lPBl
Mr. Janes Sayre
Design Review Board
Town of Vail
Box 100
Vai1, Colorado 8L657
Dear Mr. Sayre:
?l-ease find enclosed another Land scape llan and ny calculations on the net
square footage on Glen Lyon Subdivision Lot I-8, showing net footage on Unit f
15JO square feet and Unit II 2J2O square feet, for a total of 4f7O square feet,
which is lO square feet less than the 4200 square feet naxinun.
Slnce you ad.vised rne that all that was lacking to conplete our application to a hearing before the Design Revi-ew Board. was a new l,and.scape ?1an and clari-ficationlthe Sluare footage we have provi-ded- this inf orrnati on.\On
We hope to hear fron you concerning your next Design Revi-ew Board. neeting.
If there is anything further that you need please fet us know.
JRf vinr
Enclosures
Qegency
]fomec
6467 South Dayton Street
Englewood, Colorado 801 | I
May 9, 1983
Mr. Peter Janar
Town Planner
lown ot' va]-l
/J South Frontage Road
Vai1, Colorado 81657
Dear Sir:
I a,n writing in response to your letter of
request a hearing before the Design Review
cerning your change of definition.
I regret Mr. Sayre's problens and can
d-ecision seems unfair in light of the to rneet your o1d. requirements and any
with the dri.veway slope.
Apr:-l- 2? (copy enclosed.) to
Board or the Town Council con-
synpathize with hin, however, your
consiclerable expehse that I incurred.
change height t"ri-l1 cause severe problens
Please be remind ed that rny ?lans were complete, inclucting a Gradlng Plan by
Jeff Spa.nell and Mr. Sayre ad-vised ne that due to a death in his family he
d.id not have the time necessary to review ny P1a.ns prior to a Design Feview
hearing that would have enablecl ne to start construction before the winter
season.
Since you have such a short building season I an nost anxious to start thi-s
house.
Sincerely,
JRH/vht
cc: Mr. Rlchard Cunmi.ns
Attorney at l,aw
601 Main St.
Aspen, Colorado
P,S, f an also enclosing a
REGENCY HOMES, INC.
J
copy of your letter of the 7th of April wherein
Page -2-
Mr. Peter Jana,:c
Town Planner
Town of Vail
you acknowledged that except for the problem caused' by the th"F: il vo5
ia.eenent ceiling hei6ht deiinition my Plans were completed la'st faff. (I
have had the letter conceznlng the easenent for some tine) '
Qeoency
fbrnes
6467 South Dayton Sfreel
Englewood, Colorado 801 I I
AWLI 27, 1fi3
Mr. Janes Sapre
Design Beview
Town of Vail
Box L00
Vai1, Colorano 81657
Dear Jin,
f am wrlting to thank you for your nost kind offer of aesistance in securing
approval of rny Plans and to offer condolence for the recent loss of your
grancl-father. '
Often in ny zeal to get the job ilone I lose sight of other peoples problems
a.nd. for this I apologize.
Thanking you aga.in for your rnost kind consideration.
Sincerely,
J r(fl/ vnr
cc: Rod Slifer, Mayjor
Town of Vail
J
Iuwn
75 south lrontage rd.
vail, colorado 81657
(303) 476-7000
department of community development
April 27, '1983
James R. Hill
6467 South Dayton Street
Eng'lewood , Co'lorado 80.l 'l 'l
Dear Mr. Hi I I :
This letter serves as-the crarification you requested concern.lng your.appl ication for Design Review Board-upproJii-ii-a-proposea residence in the G'ren_Lyon subdivision ini-lni'ippiiciuie-lontng regulations which app],y to your request. ri is-iir Jpinion tnat
s i nce vou dl sconu nirbd- your- pievi JriJ
-iipr
i iiti in
-iru-iiii.l
proceeding through the.dpproval procesi', that any nJw-ippiication wi'll be requ'ired to fo]tbw ttre zbning ordinances'in erfbtt at the time.of app'lication. As you are awaie, no app.licaiion wiir ue scheduled for a Destgn Review Board heiring-iiitii-ih;.;piication
compl i es wi th a'l t app'r i cab're ordi nances or-the rown or Vii i .
If you have any questions, please contacE, me.
Peter r]amar
Town P'lanner
PJ/an
S i ncerely,
box 100
vail, colorado 81657
(3031 476-s613
Mayor Rod Slifer (.,#er Jamar
Jim Sayre
off ice of the town manager
April 8, 1983
Co1. Ja,mes R. Hill
9763 East Crestline Circle
Englewood, CO 80111
Dear Col. Hill:
On behalf of Ivlayor Slifer, 1et me take this opportunity to
respond to your letter of March 22, 1983.
I regret ttre misunderstanding whieh occurred regarding the
initial scheduling of your matter for consideration by the
Desi-gn Review Board. I have discussed this matter in detail
with Mr. Sayre a.nd other members of the Community Development
staff and trust that your project ma.y go forward in the near
future. There remain, however, certain technical requirements
based on the Town of Vail codes which must be addressed by
your a-pplication, A memorandum from Mr. Peter Ja-mar to myself
on your proposed development is enclosed which specifies the
outstanding issues which need to be resolved.
As soon as these matters are resolved and the information is
forwarded on to the Department of Community Development we
witl be happy to schedule this for final approval for the
Town Design Review Board.
If you have any further questions or clarificati,ons on this
please feel free to contact either myself or Mr. Peter Jamar.
SincpTelV yours,
//t"t Lra
Richard Capl{n
Town Managlr
o
Inwn
75 south frontage rd.
vall. colorado 81657
(303) 476-7000
Apri'l
Tn.
FPNM'
RE:
? 10n?
RICH CAPLAN
Peter Jamar
nt on Lot 18
department of commuhity devel opment
Pro sed Deve'l o G'len on Subdivision
The fo1'lowing shou'ld be jncjuded jn the letter to James
R. Hi'l'l :
1) Th6 design of the house meets a'l'l.Town of Vai] Zoning -
ii,ae requir6ments ei..pt tor the maximum gIgs,s residentia'l
f'loor area requirements. The allowable GRFA on the lot 1s
gou..nJa-Uy tlie G'len Lyon S-ubd jvision Covenants which
iirit ttr. -enfR to 4200-sq.ft. total. These covenants are.
.nior.Ja-Uoifr UV tf'e-eferi-f'on Subdivision and the Town-of
Vai'l;' The proposea-total s!.tt. for your duplex is 5949-
;;:;i. ;i;i.f, i!-iiig-id.tt.'in excess-,or whai will be a'rlowed
rrJ'aJiis. proposat ..n'u.-revt'ewed and approved by l!'!-,D.9:i9n
riiuiu* doaia irntir ihe zoning requirements are complied with''
iherefore, the square foot t6tal must be reduced prior t0 '
ioouitinq before the Design Revievr Board. Attached is an
.ibiunuiion of wh'ich areai within the structure count as
Grbss Residential Floor Arda.
2) In regards to your proposed construction of reta'in'ing wa11s
u,it6ln ihe util ity easbmeirts,'letters permi tti!9 the. encroachment
i.J,.quir.a tror.iln rtitity company operatil.rg within the Town
of Vaj'l. Letters p.in'iiiing itre ehcrbachment have been submitted
iroi1-tfri Uppir Eag\e Vaiiey-ltater and.sanitation District' Public
Service Company., uni ini'11'ofV-Ctitt it.ilric Association' Additjona'l
i;ii;;; iie'neiiea i.or-Norniain Bel'l and Heritase Cablevision'
These 'letters neeo io-be t.l.iuta pn'ior to an appearance before
the Design Review Board.
0nce these two'prob'lems are reso]ved he cou]d be scheduled to
appear before the DRB.
Col. James R. Hill
9763 East Crestline Circle
En€lewood, Colorado aol I I
ltlarcln 22, I9B3
Mr. Rod Slifer
Mayor, Town of Vail
% Slifer ReaI Estate
230 Bridge Vail, Colorado 81657
Re: Lot 18 GIen LYon
Dear Sir:
I realLze ilhat a busy work scheclule you nust always have, but I had hoped to have a
response fron you to the attached letter of Novenber tlth.
As I stated in this letter, your Design Revien Board seened most receptive to my Plans
for a personal residence and I eagerly adopted. the few suggestions nade by then and
these cornnents were rnost appreciated.
I was only perrnitted by your Mr. Sayre to rnad.e a prelirninary presentation to the
Design neview Board at which tine Mr. Sayre seened only concerned with presenting his
red line inarks on my basic sketches even though ny Working Plans were conpleted for
the hesentation. (tte toU rne that he d.idn't have time to even look at then).
As stated In the attached letter Mr. Sayre refused to place rny na.ne on the Echedule
for review of ny final Plans and this placed an extrene hardship on ne for nany reasons.
Furthernore, Mr. Sayre's be10 aggrandizement at ny expense, his ternper tantrum in the
presenee of rny rnother who harL been extrernely il1 uas rnost upsetting to her and not a,t
all appreciated and was totally unnecessary
It is my intent that the secondary unit of thls Duplex be a permanent residence for my
mother who as a pa,stors wife ancl forrner nissionary in eastern Kentucky has spent a life
time in Christian cledication and sacrlfice.
I an deternined that she wiLl live in Vail until she ls ca11ed. to join ny father in a
coldl and lonely Southern grave.
I strongly suggest that your Mr. Sayre be taught to have respect and conpa.ssion for
those of us who are forced to work with hin.
First his ridicule of the d-esign of ny Duplex was not at all appreciated. I trave been
involved in the design and construction process of building multi-rnillions of dollars
of property fot over a quarter of a century.
My current projects for this year are a, fifty nillion doll-ar muLti-fanily and office
prk near..the Denver Tech Center ancl a forty nillion dollar residentlal and commercial
I
Col. James R. Hill
9763 East crestline circle
Englewood, Colorado sot t t
Page -2-
Mr. Fod Slifer
Mayor, Town of Vai]
d-evelopnent in Genesee - all of which I have clesigned and will supervise the construc-
tion of ancl I trave several other upconing projects which again I will conplete the
architectural design.
It has been disappointing for soneone like nyself who at the tine sacrificed to
purchase this Uuilding site to be subjectecl to such rudeness and blatant favoritism.
I an again requesting your asslstance in seeuring approval of rny Plans.
Sincerely,
ccr Richard Cununln
Attorney at Law
Aspen - New York
611 llest Main St.
Aspen, Colorado 81611
Design Beview Board
Town of Vail
?.S. I have not yet rnad.e ilistribution of the letter of Novenber 4th.
i r':, ;i t:r - .. REGENCY. D]JPLEX-.,
,,, 1:1',t.t(lr,ir r,rrt.lo i;r,r,,tr:t",.,,,,, .r"o lp
'l'h c l'ollrit:)nii irr l-ormrtt ion i:l r'c(lu it'c(l J'or' :',r.rlr;r itt.;Ll iry tlrt: ir|1rlir':rrrl tsl tJrc l)cs illtr ll,:vjr.'L'
llolrld lrt:['r.rrt: it 1:i.n;rl itl,provil l crrrr lrc livcn;
rleaw-9e0ar-lhaBe--' *ryL-.__
Native Moss Rock Natural
lggg!--q$rt . c"P"it.l -92-92
ueoa r' & tr CuPrlrrol - 82-122
Ceclar CuP449] - 82'1.22
Raised. -uigg{-- Iir ' -- Stdn & hcq
-. .
Red llood Natural
Metal - Painted Cuprinol - 82-92
Cuprinol - 82-9?
Native Stone Native
A. lil,ll,lrli;i; l'lA'l'lrlllAl,S
Roof
Siding
Othcr I'ia11 l"laterials
Fascia
Soffits
lt'indous
l.lin<low Tri.m
Doors
Door'l'rin
Hand or Deck llails
' Flues
.Flaslti.ngs
Chimneys
Trash Enc.losules
Grccnhous es
0ther
B. LANDSCAP]NG
Name of Designer:
Phone :
PLANT MATERIALS
Botanical Name
H"^Size -t I
?+^l,!.+, )
;;;i+;'. t'tr.'4
( +^ A E+ffi.>'ita*- {jto4Ft: W
tlo I rrr
Metal - Painted
TREES
4,,b'
sHnuBs I
Common Name
Blue Spruce
= Relltwig Dogwood \Asoeir
TIge-Utn. Mg.hoeanY
Bg{--E@tlv-.--..--.,Alpine Curr:ant
Qolden QuTrant,
0uanti tv --T*
7
27
-I1--.
4
-7i-
5.G,a.11on,
6 __j,. : =
5"
5"
q"
5"
W iotent:.rra il
I [ ;rv.F aY.*in rri'rn., ']n
firl"-rfu_ryr:y
l,P V '^ t/t-J/
WT 1+
5"
Cuprinol - 82-92
) .,.
riR0ilull
. CUV L: liS
s0D
SEED
TYPE OF
IRRIGATION
Native Grass
aoa
-- - .See-.I=aod.spa!-e-.Pfgr_ _
Rear Yatd. 0n1y
fr^?,?,n.0
SQUARE FooTAGE 3,ry_
SQUARE FOOTAGE OIUUU TYPE
TYPE OR METHOD
OF EROSION CONTROL
Natural and water nanually (No sprinkler system)
Retaining walls and landscaping.
NOTE: A11 final qrades and drainaee swales to be set by Engineer.
Aae4,r- lo
C. 0ther Landscape Features (retaining walls, iunces, swimmjng pools, etc.) Please specify.
. RetaininE walls shown on FradinF P1an.
I
I
I
I
I 3.
lIl
DRB
NEW CONSTRIJCTION
l.
2.
3.
4.
5.
6.
Stanpcd topographic nap (2 copies
Site plan shorring utilities (2copies)
. Utility location verification
. Prelirninary title report (f copy)
'Landscape ?lan (2 copies)
Architectural plans (2 copies)
(all floors and all elevations)
7,
8.
9.
l.lraterials list (1 set)
Color Sanples (l set)'
Subdivision agreements (if
'.
I'IINOR ALTEMTIONS TO TIIE EXTERIOR OF BUILDINGS
-l. Plroto or sketch showing alteratiorr-s
(2 copics)
Site plan (2 copies)
l.tatcrial spccifications (2 sets)'
Color samples (2 sets)
Letter of approval fron condo assoc.(if applicable)
ADDITI-ONS - RISIJ)ENTIAL OR COMI,IERCIAL
1@i-c-survcy
2. Original floor PIan (2 coPics)
3. Ncw floor plan (2 copics)
.4. Sitc plan (2 copJcs)
5. El r.rtations (2 copi c-s)
6. i)hoto:; of cxisting structrr)'c (l sct,i
7 . lt;!t crin, spccif i c:tt iotts (l sct)
. 8. Color s:rrnplcs (l sc.t)
2.
3.
4.
5.
o
Projcct Nuntc
Chc
SUBMITTAL CIIDCK IIST
. -/
r./
-_:
appl icabLe) ___:
Legal Descript'ion t tot // Bloc:k
owner Jrln8 K.Ta
Zone Di stri ct
Lot Size
Hei ght
Total GRFA
Primary GRFA
Secondary GRFA
Setbacks:
Front
Si des
Rea r
llater Course
Site Coverage
Landscapi ng
Parki ng
Credi ts :
Garage
Mechan i cal
Ai rl ock
Storage
Solar Heat
Storage
Drive: Slope Pernritted
Envi ronmental /Hazards I
[.(] r.
sFR, R, li P/5 Z0iiE DISTRICIS
Archi tect
20'
15'
15'
(30)(so)
,fr5u
-?3'
/Y.+
2ZL4
7
.a.4.-tE./
u 23f
---<.-:---=-
/oo
O
L/@
Aval anche
Flood Plain
Sl ope
Fiiins 6egttW--
r*ffi ffiryu,lrd \.: 29zeb eVt7fr' ww 61 tttt
,/
Proposed Use fl
Al I owed fLoPo.:e!.
/azet e€// I o* L y 83/et
So'E*_zLfu
///fitu ,T ftt 3?Vil .-.7-
[333ffiffb
$o)@
(25)(so)
(2@
3%ilope Actual I %
Comments:
Zontng, ^O'rou@
a"t
department of community development
lnwn
75 south frontage rd.
vrll, colorado 81657
(303) 476-7000
l,lovember 11, 1982
T0: DICK
FROM: JIM
RE:Regency Duplex, Lot 18, Glen Lyon
A chronological description of James Hil l 's application for a duplex to be located in Glen Lyon Subdivjsion, Lot
18, fol lows:
September 29 (dates are approximate):
Mr. Hill talks to me the first time concerning his plans for
Lot 18. He brings with him very sketchy conceptua'l plans -fl oor plans and elevations. At thjs point he has no topographic
survey, landscape p1 ans or site plan. Mr. Hill also had a
misconception of how many square feet (GRFA) his duplex would
be allowed under town of Vail Regulations. His realtor had
informed hjm that he would have over 5,000 square feet available;
Town of Vail Regulations limit GRFA in Glen Lyon to 4,200. I 'informed Mr. Hil'l that his dup'l ex was scheduled for the 0ctober
20th meeting of the Design Review Board. I told Mr. Hill to
get me a complete application within the next week.
0ctober 11-20
Mr. Hill did bring in a revised application; however it was still
incomplete and inaccurate. The finished grades on the site plan
did not make any sense. Detailed floor plans for both the second floor and basement were missing. Existing aid finished grades
were missing from the elevatjons. The house djd not meet the 33
foot height ljmjtation. Mr. Hi11, Dan Corcoran and I met at
Corcoran's office to djscuss the project. I was quite frank with
Mr. Hill about the problems I perceived concerning his project.I told him he was trying to force a house designed for a flat lot jnto a hillside. l,le djscussed the alternatives: stepping portions
of the building down the hjll. Mr. Hi'l I goes to Intermountain
Engineering for he1 p with the grading and site p1an. Mr. Hill comes
Page 2
to me on the morning of the 20th with Intermountain's plans.
Not having the tjme to check to see if Mr. Hill's revised pians
would meet code, I allowed Mr. Hill to go to Design Review Board
on a conceptual basis. I hoped this action would facilitate Mr.
Hill's movement through the process. Mr. Hil l could incorporate
the concerns of the Disign Review Board into his p'l ans and proceed
for a final approval at a later meeting.
0ctober Z5-November 3
Following the Design Review Board meetjng of October 20 I reviewed
Mr. Hill's plans again in regard to compliance with zoning matters-
Intermountain Engineering had prepared a sjte plan which did make
sense: the grades where readable and the house did meet the height
requirement.- However, Mr. Hill did not include his basement in his
GRFA calcu'lation. I called Mr. Hill to tell him to take his
basement ceiling down to 6'6", remove windows, restrict access and
remove the spas so that the basement would not count as living space.
0n 0ctober 25 I received notice that I had to be out of town for
the next four days. Before I left I gave the plans to Bill Andrews
to check. When I returned on Monday, November I' I found Bill's
engineering checklist on my deck; Bi'l t had found several problems
with the p1ans. Mr. Hill had designed retaining walls on both the
east and ivest sides of the lot. Their function was to hold the
driveways on both sides of the lot to the 8 per cent grade and to
accommodate the severe changes between the natural grades of the
adjacent lots and the finished grades of l4r. Hill's lot. Bjll noted
that the eastern wall was in an easement. I also noted that in their
most recent revision of plans Intermountain Engineering had designed
8'-10' walls in order to' 'l essen the 1:1,1:2,1:3,1:4 finjshed grades.
Mr. Hill came to rny office with plans showing the revised GRFA and
'l andscaping plans. I told him of Bill Andrew's notes and the problem
with the height of the retaining walls. I told Mr. Hili that he
could appear-on November 3rd Design Review Board if he removed the
retaining wal1. This was not an unreasonable expectation: if the
wall was-removed from the site plan the height would automatically
be taken care of. However, I wanted to review Mr. Hill's plans
again to ensure he could retajn the same desfgn and driveway slope
with the wall removed. There was a possibility that when the wall
was removed, the 8 per cent driveway requirement could not be met
which would in turn require that the garage be entered at the front
instead of the side of the lot. I told Mr. Hill I would like to
see the plans "before Wednesday". He agreed.
However, Mr. Hill then called Bill Andrews and asked him if there was
any u/ay he could keep the eastern retaining wa1l. Andrews replied
th;t i? he could get atl the utilities to sign letter indicating
that they had no need for the easement the wall could remain. Mr.
Hill spent most of Tuesday gatheri ng the letters.
0n Tuesday evening I attempted to call Mr. Hj11, but coul.d not reach
him; instiad I called Intermountain Engineering and asked is they
were sti'l 1 working on Mr. Hill's pl ans. They were. Mr. Hill's
deadline had passed.
Page 3
0n Wednesday I was in the office al1 morning; no calls from
Mr. Hill. I dropped Mr. Hjll from the agenda. There was no
way I could review the p1 ans to ensure compliance with both
Bill's requests and mine.
@
Itlountai n Bell
Right-of-Way Department
Room 1130-2
1005 Seventeenth Street
Denver, Colorado 80201
November 9, 1982
Janes R. Hill
9753 E. Crestline
Englewood, C0 80111
Attention: Janes R. Hill
Dear Sir:
We understand that you plan to construct a retaining waII within the
east 15 foot utility easement, Lot 18 of GIen Lyon Subdivision located
in Section 12, Township 5 South, Range 81 West of the 6th Principal
Meridian, County of Eagle, State of Colorado.
fn so far as the rights of THE MOIINTAIN STAIES TELEPHONE AND TELEGRAPH
COMPAIIY are concerned, we hereby give you a revocable permit for the
encroachment upon, over, and across the 15 foot easement located on
the above-described property.
This permit, however, does not relinquish any rights of occupancy,
ingress or egress necessary to the continued operation of, maintenance
of, reinforcement of, reconstruction of, or addition to lines in the
easement.
Further, this permit is granted on the basis that THE MOIINTAIN STAIES
TELEPH0NE AND TELEGRAPH COMPANY does not accept any risk associated
with the locatioo of the retaining wa1l 'on the easement and that you
and your successors in title will be responsible for any and all
damages caused to the existing or future telephone cable(s) and
appurtenances in whole or in part by the encroachment.
IfI
(303)
Yours
can be of further assj.stance, please call me on telephone numbe r
624-47 48.
truly,
,/).-/Uth-tt
aniel Florez
'Assistant Manager, Right-of-Way
Distribution Services
Copy To: Jack l,iatson, Assistant Manager
Qeoerrcy
]lornes
6467 Sourh Dayton Street
Englewood, Colorado 801 | I
I\rnrromhor^ LL 1aA)
'
'
L"ve
Mr. Rod Slifer
Mayor, Town of Vail-
Yo >I)-l er fiea-L Estate
210 Bridge
\bil t"nlnr=dn RIK(?
Dear Sir:
Tt has been rny dream for several years to bull-d a personal residence in Vail,
i,iith this in nind, four years ago I purchased on terms a building site in
Clen Lyon. Not withoul a struggle, I finally pa.id for the fot and was abfe
to arra.no.e firannipo to firellw hrri ld mv fl1gall I'lgmg.vsa +s r rJ
My d.rean becarne for me a nightmare when in September I applied for approval
of plans to build ny hone on Lot 18 in Glen Lyon. T expressed ny need to
James Sayre, the representative of your Design Review Boand, in Septenber
to pour the found.ation before c ol-d. weather.
Since that tirne I have suffered unnecessary delays, disrespect and verbal
abuse at the hand. s of lYr. Sa.vre. (Thi * ,',.."rtrcd i n thp nresence of Dan Corcoran,\^ny surveyor. ) So nuch in fact that I no longer desire to own a hone in Vail.
I have gone to consid.erable exprense and effor: ro design a hone (copy of plans
enclosed.) that will be acceptable to your Deslgn Review Board. I have gone
out of my way to adopt all- the denands of Mr. Sayre and the suggestions of your
Design Review Board .
After all these weeks of working i^rith Mr. Sayre he finally notifled me on
Novenber fst that f inust secure letters of encroachnent from al-l the untility
compa.nies to place a retaining waff within an easement on the east side of
this building site.
f spent all day November Znd chasing around to the utili ty compa.nies, Mountain
Bel-I and Eagle Valley llaLer and Sanitation securing uhese refeases, Since they
had not planned to utilize this easenent anyhow.
On the morning of November lrd I attenpted to l-ocate Mr. Sayre to turn in Lhe
letters and even after waiting in his office for a considerable length of time
I could never find. Mr. Sayre and I was finally advised by one of the secretaries
at 2:00 o'clock in the afternoon that lvlr. Sayre had again rernoved ny nane from
Page -2-
Mr. Rod Slifer
Mayor, Town of Vail
the Agend.a of the Design Review Boarl heari-ng for
Jrd, 2:00 o'c1ock neeting.
the llednesday, Novenber
From all these unnecessary delays and not bei-ng able to start constmction
before cold weather I have lost rny loan comrnitment to bui 1d ny dream home.
These plans are not for the house I wanted to bui1d. anyhow since I was
d.ictated. the square foota6e f could bui1d, only to see advertised a nuch larger
horne in the Glen Lyon Subdivision. I was also not perrnitted even to install
a jacuzzi in the basenent of rny horne or to even install windows in the base-
nent even though T see houses with wind.ows in the lor.rer walkout level all
over the town of Vail.
Froin rny observations of Mr. Sayre he favors hi-s 1oca1 buddies and goes out
of hi-s way to harass and inti-miclate an outsider, even one who is trying to
build. his dream home.
t have been a honebuild-er and. subd.ivision developer for nzrny years' although
not a large buifder f arn proud of all the homes I have built over the l-ast
decade in the Denver area. f can't help but wond.er how nany hones Mr. Sayre
has bull-t and I do not appreciate being subjected to his ridicule of as he
cal-led it "my traditional house".
ft is disappoi-nting to soneone who has served. his country in the arned. forces
to find that the drean of a free country is only an inage taught us in grade
school and. that instead this country is nade up of srnall dictatorships with
very young bea.rded hitlers in tennis shoes inposing their denands on a hard-
working public.
l now plan to sell- this Lot that I barely could pa,y for and relocate in Aspen
or Steanboat Springs where a coal- mi-ners son fron the hi1ls of eastern Kentucky
nay be made to feel wefcome.
Sincerely,
REGENCY HOMES, INC.\v\^
JRH/vht
Enclosures
Page -3-
Mr. Rod Slifer
Mayor, Town of Vail
cc: Mr. Gerald Ford
Town of Vaif
Mr. Har'ry Frampton, Presid-ent
Vail Associates, Inc.
The Chanber of Connerce
Aspen, Colorado
The Chamber of Conrnerce
Steanboat Springs, Colorado
The Chanber of Corunerce
Breckenridge, Colorado
The Denver Post
Denver, Colorado
The Rocky Mountain News
Denver, Colorado
Channel 7 TV
Denver, Colorado
The Vail Trail
Vai1, Colorado
Sunnlt County J ournal
Breckenridge, Colorado
Tine Magazine
People ltlagazine
The Natlonal Inquirer
',i-+,llS,]
- l)-t: itt
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7a.^::
rr
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\>l pw h Y\\"'-ric'lsv' \o ws-(V
Wn'.L
a
./
a
Uppen EncI-e Vnllev
WATER AND SANITATION DISTRICTS
846 FOREST ROAD r VAIL. COLORADO 81657
(303) 47 6-7 480
November 3, L982
Mr. James Hill
9763 E. Crestline Circle
Englewood, Colorado 80111
RE: Lot 18, Glen Lyon
Dear Mr. Hill,
In regards to you constructing retainer wal-ls on the east and west utility easements of Lot 18,
Glen Lyon, we have the following coument:
Upper Eagle Valley Sanitation District and the Water District have no objections to allowing you to encroach upon these easements.
Sincerely yours,
D^; /4*/
David Krenek, PE
Technical Director
UPPER EAGLE VALLEY
SANITATION DISTRICTS
DK:pf
ll PaRrrcrpAflNc DrsrRrcrs - ARRoWHEAD rvErRo wArER r AVoN rvrErRo wArER. 1E::.T _aE
E *,Z"Aif
rll METRo wATER . BERRy cREEK METRo wATER . EAGLE.vATL METRo wATER o EDWAI
,lltl LAKE .REEK MEADows wArER r uppER EAGLE vALLEy sANrrA.oN . uo,. uollJt*o't- @ U ff CONSOLIDATED WATER. VAIL WATER AND SANITATION
a I
Qeoerrcy
]lomes
6467 South Dayton Streer
Englewood, Colorado 801 | I
Novenber I, 1982
Mr. Janes Sayre
Corununity Developnent
Town of Vail
Dear Sir:
Please find enclosed
Lot 18 in Glen Lyon.
Based. on the comnents
have been nade.
a revised set of Uorking Drawings for the Duplex on
nade by the Design Review Board the following corrections
1. The frontal elevation on Tlnit II has been redesiened for nore
rrn-i f nz'rni *rr
2. The rear of the basenent has been d.esisned to be berned to show less stone,
3. One retaining wa11 has been elirnlnated on the east side of Unit TT.
4, A11 facia to be fourteen inch (t4,') rough cedar.
5. The land scape plan has been redesigned by Dave Beck of Mountain
I{eadows Nursery.
6. The grading plan has been red.esigned to reflect these changes,
As you know, r sti1l hope to get the foundation in for ny new hone this month.f can only hope for an immed.iate approval of these revised plans.
Sincerely,
REGENCY HOI',IES, INC.
'o^..,t',:<\\-\
JAM\S R. HrLr,
Pres\deht
JRH/v:nu
f.
Inter-Mountain
Engineering Ltd.
0ctober 20, lggz
Mr. Jim Hill
Regency Hornes
6467 S. Dayton Street
Englavood, Colorado 80lll
Re: Lot 18, Glen Lyon Subdivision
Vai I , Colorado
Dear Jim:
- Purs.uant to your request' we have examined the preliminary floor plans and elevations. pFp.qryq by J.R" oesigns, 1na-t["-i"p,igraphical survey prepaned by Eagle Valley- Engineerrng.
. ,Based upon this brief review, the construction of this proposed residence appears fe.asible if good engineeringJrJg"iini".ii usea in the preparation of the foundation ptan ana if the-fill"diri is placed in a controlled manner.
If we can be of further assistance, please call.
Sincerel
ffiel,P. E.
ent
JMS: cjn
Box No. 978
Avon, Colorado 81620
949-5072 Denver 893-'t531
1420 Vance Street
Lakewood, Colorado 8o21 5
Phone: 232-0158
Project Application
Proj€ct Name:
Proiect Description:
ownerAddressandphone: -1-I!1 Hlt L - 7-|' zzl7-
Architect Address . o "n"
T
Legal Description'1-o1 /B ,eto"r
Zoning Approved:
Deslgn Review Board
Dat€
Motion by:
Seconded by:
APPROVAL DISAPPROVAL
Summary:
Zoning Administratol
Dat€:
Chief Building Official
Date:
UTiLIIY LOCATION VIRIFICATION
SUBD IVISI ON Glen Lvon
JOB NAME Duplex Prirnary-Secondary
LOT 1B BLOCK
ADDRESS 1359 Greenhilt Court
F IL ING
The location of utilities,
lines, must be approved and
accompanying site plan.
whether they be rnain trunk
verified by the following
lines or proposed
utilities for the
Authorized
l,lountain Bell
Western Slope Gas
Public Service Conpany
Holy Cross Electric Assoc.
Vail Cable T.V.
Upper Eagle Valley Water
and Sanitation District
Date
'<82-'/'/a - <--z! C L*fz-
,!/dxz
44"+Bffikc..
Je/4rz-
NOTE: These verifications do not relieve the contractor of his
responsibility to obtain a street cut pernit frour the
Town of Vail, Departtnent of Public Works and to obiain
utility locations before digging in any public right-
of-way or easenent in the Town of Vail. A building pernit
'is not a street cut perrnit. A str€et cut pernit nust be
obtained separately.
This fo:m is to verify service availablity and location.
This should be used in conjunction with preparing your
utility plan and scheduling installat.ions.
Llsr or iv{rERtnls : -:ltl:i:
l.t;(;Al, l,lt:,r,!i,il)'l]l0N: l,()'l 18 lll,tx:K
'l'hc frrl lor'rin;1 infornlt iorr i:; rcrgrr ircd for sulrrniLtll by thc up|l i(';ult to tlrc Dc:;i1lrr l{r.:v j.1'4
l!<.rard bc l'r>rc a fina I alrprova I c:rrr bc IIiven:
A. BuLi,Iiic l"r^1'rRl^r,s p1iW0 \# ,*--O1{-.:jg!Color
Roof
Siding
Othcr l'iall Materials
Fascia
Soffits
Windovrs
Window Trim
Doors
Door Trin
Hand or Deck Rails
Flues
Flashings
Chinneys
Heavv Cedar Shake Natural
10" Cedd,r Lap x Cn?r',on, Co-+l, ko+ lLz-
Redwood
Ced-ar Tonsue & Crooved
JJannirrurn- \t r P UV g
Cedar *
Fir - raised panel
Redwood.
Te:ra Cotta
Metal - Aluninun
fn Carage
N one
Exterior Siding - Cuprinol Stain-Castle Gray #I22
f--. . \Trim (Vinvl- Paint) - Cu ol -liinter Brown #72
Trash Enclosures
Grecnhous es
Other
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
Janes R. Hill
77I-22I2
Botanical Name
TREES Austrian Pine :
Picea hrnsen s
Mrrgo pine
-i-:---
?athfinder Juniper
iiyatte ,Pyracantha
kostrata Juniper
Ho11y Bush
Bar Harbor JuniPer
T"n i na'n Sa hi rrr
-B.I@.9Js.n!Per
Colorado 31ue Spruce--3-
Snr"'ead er 10
T(nv.i crht 7
Conmon Name
Ot: n c"o Rrr<h
T,nw Snrcad cr.
Ta m -Tr rn i nar l5a4-..!€ra*rE.I--
Low Spread er
Quanti ty
2i
o
I
?
LL
--t-
'Y
5i ze
R I +.,'
ff-3o
2r *n
tr
-2-" "
2'
3'.
J--bish 2' wid.e
2t " 3, rl
)t 'r "li *-
5',
)
10'
Stone - (Moss Rock
{r ?z_
x8t{xsE$
--.D-'-PIE'-fiP
(o
1l'hc fo I I rrr'.'i n11
lloa r<J lt c ('rl rc
A. UtJ lLl, Jii(:
Roof
Siding
0thcr
inforrnlrtiott ir; rctyrir'r:d for sulrrnitt;rl by thc irppl lcrrnt
a finill. attplovul crrrr bc lliven:
Eo thc Dcs j t:rr ltt'v j.cw
f,r^'r'F.RrAr.s WWI)w ]}.p:I-l!rt-c:iel
. Heavv Cedar Shake Natural
'10" Ced.irLaPx -
-
'-Redwood
Cedar Tonzue & Crooved
Reclwood
Te:ra Cotta
-. Metal -,- Aluminultr..
St one
Color
fn
N one
Exterior Siding - Cuprinol Stain-Castle Gray #I22
Trim (Vinyl Paint) - Cuprinol -l4inter Brown #72-
l{a11 I'taterials
Fascia
Soffits
l{indovrs
Window Trim
Doors
D06f ?slnt
Hand or Deck Rails
Flues
Flash j.ngs
Chirnneys
Trash Enclosures
Grecnhorrses
0ther
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
Janes R- Hill
771-2212
Botanical Name Common Name
TREES Austrian Pine :
Picea Pungen s
Mrrr"o pine
--:-:5r-
Pathfinder Juni.per
l'lyatte Prracantha
P"og!3g!g_J"njE"
Ho11y Bush
Bar Harbor Juniler
-Trrni nor. Sn hi na .-;-%
Blue Forest Junlper
Quantj ty
?j
Colorad o Blue Soruce-l--
sn""atrl a'r- 10
r rn-: -1^ + .)
U UI Id T L
Ol'a nrra Frrch
S.rrr.'o: d ov'
Si ze
Fr +.r'lOl
l-t t +.,
-l-e
v
)t la
AI
it +..'-/---'
2'.
3r
1' high 2' witle
2r lr 3t rl
2t tr 3t rr
5',
3',
Low Spreader
Tam Junioer
Low SBreader
R
It I
-Stone - (Mose R
xsxRuSs
C.' See Landscape Plan
ro
SQUARE FOOTAGE
-.
SQUARE Fo0TAGE
. SQUARE FOOTAGE
TVDF NF
IRRIGATION
\ e- 9\q,L eV \r'{ L-
Lands cape Features (reta i ni ng fences, swimming pool s,etc.) Please I wa] 'ls ,
n0n Nn
ani\t trDc
rf co
SQUARE FOOTAGE
SQUARE FOOTAGE
TVDtr AF
IRRIGATION
{ (.\-Ve\ \r CpV uo
TYPE OR METHOD
OF EROSION CONTROL
0ther Landscape Fealures fences' swimming Pools,etc. ) Pl ease sPec'ifY.(reta i ni ng wal'l s ,
a
I
I
R,
zqr'rE 0lr.qK
for
R P/S Zoi{E DISTRICTS SFR,
Legal Description:lg Btock Filins 64tJ Ltvl,N Lot
Architect
Zone'District S DD Proposcd Use
-Height Allorred 3{ Proposed
Setbacks: Front-Requ#;d i0r'*eioiilsea "3
Sidcs-Required l5' Proposed
Rear -RcquireC '15' Proposed
.. l,laterccurse-required _ 'Proposed
'GRFA: Alloned | '1Zoo
. GRF.A:Prinrary A'llor,red /4q Primlry
. Propo:.'ed
Propcscd
Propcsed
Proposcd
Proposcd
Prop:;: ed
Actual
Secondary ir'llor'red - /g h Secondary
3/€6
Drive: Slope Perrnitted
Environnenta'l/tlazards: .Avalanche
r .. . .. . slope
SJ.ope
Fl ood P'iain
Site Covcrage: A'lloived 4"f /
Landscaping:
Parking: .
Required
Required
Corrnrcnts.:
7c:t ir:ir : /..1rp;'p1.,1;l,rD i s;.lr!ri"iri'::ti D.rtc:
l5T of t-i8 fgR tnls
l.l;(i^l, l.|i:','.!ill)'lll()N: l,()'l' 18 lil,0(:l(l;ll.tii(;
l,lrld.llll'l l(;,i (,rl; l,l{(J.Jl:(ji' Glen Lvon
'l'hc fol lor':inil infornlt iorr i:; rcrqrr i r.t:d for :;ubrnitt;rl by thc up|l i(.illt to the Dcs jllrr ltr:y j.s,a
lloard bcf'rrrc a fj.nal approvu I c;rrr bc Ijiven:
A. llrilLiriiiti r,r/\'r,nRr^r.s pr,liw0 \# t *rt!r_t1_,:!g!Color
Heavy Cedar Shake Natural Roof
Siding
Other liall Materials
Fascia
Soffits
lfindovrs
Window Trim
Doors
Door Trin
Hand or Deck Rails
Flues
Flashings
Chinneys
Trash Enclosures
Greenhous es
Other
10" cedar Lap x f n?itrlru t*+to l*.o+ lL>
Stone - (Moss Rock)
Ced.ar T oneue & Crooved.
-rr+qmirun'
\ttu PoW e V !Jhite
Cedar x
Fir - raised. panel
Terra Cotta
Metal - Al-uminun
Sto4e 'tv\es s Ro.K
Trt fla'r.e oa
N one
Exterior Siding - Cuprinol Stai-n-Castle Gray #122
Trin (Vinvl Paint) - Cu o1 -l'iinter Brown #
Corrnon Name
B. LANDSCAPING
Name of Designer:
Phone :
PI.ANT MATERIALS
TREES
James R. Hil-l
777-22L?
Eotanical Name
-e*b.eln:'
Picea h:neens
Mrrcra Pi na
-::jr..-jg-
Pathfincler ,Iuniper
iiyatte Pyracantha
hostrata Juniper
Ho1ly Bush
Bar Harbor Juniper
-Tr rn i nol Sa h'i n=-.=..-+.gl4aL-
Bl-ue Forest Juniper
Quanti ty
23
flnl n'nada Plrra Snz'rrno ?
Spr'eader 10
TTnri ohl- 7 .:j::-
Or.a n cra Prrch
Si ze
R | +.,
Ltt +n
2t Irt
AI
er 4a
-z-"
2'
3'
-Llbieh 2' wid.e
2t l| ?t
2t ,' ?r
10'
)
?r
Low Soread-er
Tem .Irrni nar -sl!1ry;!.r-
Low SDreader
o
8
.)
LL
x8ttR88$
{-rsi o-f lnrepfrLs
l,li(i^l, i)|.','.lllt)'l'lOl'i : l,ol IB lil,(J(lK I; I l. tii(;
thc fol lor'rinil inforn:rtiott i:; rcrlrti rt:d for s;ulrrnittrrl by t.lrc appl i(':rlt to thc Dcsilin ltcv j.r:w
lJoard bcf'orr: a final l)provu I c;r.rr bc 1;iven:
A. rl'rLr,rii. r4A.r,'Rr^r.s foliw0 \# r* rt_n!tt_.:_iol Co lor
Heavv Cedar Shake Natural
lOl' Cedir Lap x Lnort
Redwood
Ced-ar Tonsue & Crooved
lJrmri'nun \trz DoV g V
Cedar x
Fir - rai sed- pa.nel
Terra Cotta
Metal- - Aluminun
Stone 'tnas s pa.K
None
Exterior Siding - Cuprinol Stain-Castle Gray #L22
Trirn (Vi.nyl Paint) - Cuprinol -tr'iinter Browt #72
Roof
Siding
Other I'ial1 Materials
Fascia
Soffits
lYindovrs
Window Trin
Doors
Door Trin
Hand or Deck Rails
Flues
Flashings
Chi.nneys
Trash Enclosures
Grecnhous es
0ther
!Jhite
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
James R. Hill
7?1 -221 2
Botanical Name
TREES Austrian Pine :
Picea Pungen s
Mup-o Pine ......::-
Pathfinder Juniper
i. yatte hrracantha
hostrata Junioer
Ho11y Bush
Bar Harbor Juniper
Trrn i no'n Qalri nr
Bl-ue Forest Junioer
Comnon Name
2i
Colorado Bl-ue Spruce__3__
Slr'ead.er 10
Uprieht ?
Ola nrra Rr r qh
.-:::=-
Si ze
R I f n
-5-_! v
2t + r-.'
Ar
1r *n .--/-"'
tr
3'.
-Lltrish 2' wide
2- t' 3l
2r rr 3t
)
10'
Low Spreader
T rnr Trrni nar lanu-&SlL.!r..--
Low Slreader
b
8
1
Stone - (Moss Rock
xsx[88S
l,l;(lAl, l)l::,1;llll''ll l0li: l.(Il' 18 lll,0(:K l;lt,lti(;
l;lilj(jl: li'l l(;:; ()l; Illo.Jl:(jl' Glen l_,von
'l'hc fo I lor'; i nll
l]<;ard bc {'o rt:
A. tllJ ILf ) Iii(l
inf orrnlt iott i:; rcrlti
a fj.na I appr<lvu I crr rr
l,t\'fnRIALSWWh w
lr:tl for sullnitt.rrl by t.hc appl .i clrnL to thc Dcs jlin l{trv j. r-'w
btl ljivcn:
.ryp _gl_l!i!_!_c,'.i a!
Heavv Cedar Shake
10'l Cectd.r Lap *
Stone - (Moss nock) .- . - ]
D^L,^^,4
Red.wood
Terra Cotta
Metal - Aluninun
Stone
Exterior Siding - Cuprinol Stain-Castle Cray #I22
Trin (vinyl Paint) - cuprinol -$inter Brolr t72-
-qotor,
Natural Roof
Siding
0thcr l{a11 Materials
Fas c ia
Soffits
l.lindovrs
llindow Trim
Doors
D00t ?rirfi
Hand or Deck Rails
Flues
Flashings
Chimneys
Trash Euclosures
Grecnhotts es
0ther
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
TREES
Janes R. Hill
?7t-22r2
Botanical Name
Austrian Pine :
Pi nar Erncanc
Mrrrrn Pi no
_Pgffinder Juniper
_i'iyatte lyracantha
fuostrata Juniper
Ho11y Bush
Bar Harbor Juniler
Trrni tro'n Qa hi na .-.:l-=.#
--&c-&rsg!--J.udper
Common Name Quanti ty
2j
Colorado Blue Spruce--3-
Snr'cad cr. 10 =-Y+-::==:=--
I Inr.i rrhf 7 :_5.-...--
Oranse Bush
Spreader
Low Soreader
Ta m -Tr rrr i ncr.l5arr.Sralr jilrr--
Low SDreader
a
Si ze
Rr +n
4'to
-LJo
6l
?t fr'J--.:-
2'
J-higir 2' wide
2. rt 3r rl
,t rr ?l rl
J
5'.
3',
10'
8
XSXRUES
u. t,
"
o "",ntQR Ar I o N. u.s. o.A. F A R M E R" r o r. A o ", Niln o N. AN D
U.S. OEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
HOUSING - F EDE RAL HOUSING COMMISSIONER
For accurate legister of carbon copies, form may be separated along above
fold. Staple completed sheets togethcr in original order.
DESCRIPTION OF MATERIALS No'D Proposed Conslruclion
Under Conrlruclion
Properly oddress LOt IO \;ten Lvon
Morlgogor or Sponsor
Conlroctor or Builder
(To be inserted by HUD, YA or FwHA)
D
cif . Vail Stote co]orado
( Addrct|)
5467 S. Dayton, Enelewood.. Co1o.80111
(Add1"rr)
INSTRUCTIONS
1. For lddltlon.l lntormrtlon gn how thh form h to b. rubmlrtod, numb.r o{ copl6t, otc.. !o. th. Infiructlonr lppllc.blr to thr HUO Appllcrtlon lor
Morlgao€ lnsuranco, VA Requ€at lor Dot€rmlnltlon ot Ro.aonablo Vrluo, or FmHA Property Intormatlon rnd Apprailol Roport, .3 tho ca.€ m.y b€.2. Describo oll materials and oqulpmsnt to bo ur6d, whqthff or not shown
on lhg drawingr, by marklng an X in €6ch appropriato chock-box and €ntoring
tho inlormation cslled for oach spaco. It tp6ca Is insdequate, enter "Seo mi5c,"
and describE undor irom 27 or on !n attachod 3h€ot. THE USE OF PAINT
CONTAINING MORE THAN THE PERCENTAGE OF LEAO AY WEIGHT
PERMITTEO BY LAW IS PROHIBITED.
3. Work not spgcitlcally dorcrlbsd or rhown wlll not bo conlldergd unlers
roqulr.d, then th. mlnlmum occ.ptlbl. wlll ba .ttum.d. Work .xc..dlng
mlnlmum rrqulrom.nt. clnnol bo contldar.d unlar tprcltlc.lly darcrlb.d.4, Includa no !lternat63, "or aqusl" phrst r, or contrrdlctory itama.
(Cgnrldoration ot r roqu€3t for accaptlnc. ot 3ubltltut€ materi.lt gr 6qulp-
m€nt l! not thorobv precludsd,l
5. Includo signatursr requirod 6t tho ond of thh totm.
6. Tho conitruction shsll b€ completed In compll.nc6 wlth th6 r.latod
drawlnot 6nd !p€cificatlons, as amondod durlng procaitlng. Tho tpeclllcatlonr
Includ6 thi. Dercriprion of Matsrial3 9nd thq appllcsblo Mlnlmum Proporty
Stsndardr,
I. EXCAVATION:
Bcarinq soit, ryr* See soils fgport by Stewart Amine
2. FOUNDATIONS:
Footincs: concrctc mix #5 Sack ;slrcnglh pri 2<00 . Rcinforcing
Rcinforcing Foundation wall: matcrial 2500 #5 Sack
I ntcrior foundation wall: matcrial Concrete
Columnr: marcrial and sizer j" d-ia. steel pile
cir<lcrr: matcrial and sizc. 7" I I2-5
foundarion ,.r.tt Concrete botton
matcrial and rrinfirrcing Concrete & Steel
matcrial 2x4Constr.Fir
Pany
Picrs:
Sillr:
Dasemcnt cntrance arcaway None Window arcawayr Calvani zed Tron
\varerproofing Hot asghalt sprayed Fooring dreinr Gravel with 4" perforated plastic oipe
I crmltc Drotccuon None
Basemcntless spacc:
Special foundationr
ground covcr Roofing Paper ; in,,utatio,, --ELbgIEfEES-3.&ii-; foundarion vcnrr---N9tr19-
Additional information:
3.CHIMNEYS:
\larerialfu Prcfabricatcd ( mok and dec )Job built
Fluc lining: marcrial -----ClE !-- Hcatcr fluc rizc
Ycnts ( malcrial and lac): g r or oil hcatcr
Fireplace fluc :izc 4" dia. Cf
I2." x I2."
; watcr hcatcr
Additional information:
4. FIREPIACEST
Fireplacc:
Additional
Typ, El solid fucl; fl gar.burningl I circulator ( nal,c ond tiqc )
facing Moss Rock l lining ClaY .hcarth
fuh dump and clcanout Donlev
mantcl
5. EXTERIOR WALIS:
\{ood frame: wood grade, and spccio Const4. Fir ! Corncr bracing. Building papcr or fclt
Sheathing Asph. Ernp. ; rhicknos U2" t widrh-;fr solid; I spaccd
-"
o. c.;
Siding Ced.a.r ; gradc #1 ; typ. Lap ; ,ir. --fQ]l-; .*por.rr" -31-";
information:
I diagonel:
Shinglcr ; $adc
-'
tyfr
-;
rizc
-;
cxposurc-";
fartcning
hrtcning
;rvcight-lb.
Exrerior painting: mareriat C-UprinOl Stain-Castle Gray #122. CBIri nol- 'r,l i nterErowr\
It (a numbcr of coats .-2-
Cable wall construction: ! ramc ar main walls; I cthcr conrtruction
FLOOR FRAMING:
Joists: wood, gradc, and ,pc.i.s --!9!E1I r.-IiI- ; other
Concrele rlab: $ bascment flopr; ! first floor; fi ground
rcinforcinc 6 x 6 #10/10 wwf .inru1,
supportcd;
rcin forc ing ;insulation None mcmbranq N one
Fill undcr rlab: matcrial Natural ; thickncsr
-".
Additional information:
Stucco ; thickne:; l,arh
Marorry vcncer ,Stone sil6 Stone
\'lasonry: ! rclid ffi hced I rtuccocd; total wall rhickncss
-";
Linrct -S!99f- Eerc fierhing
facing thickncs:
-"1
hcing malcriel
Backup matcrial ; thiclncsr
-";
bondiog
Door sills Concrete window ;i1r 1x6oak Lintcb Barc flarhing
lnterior rurfaccs: dampproofing,
-
coats of ;furring
Additional information: TYi m end llnnrs
6.
;bridging 1x 3 ; ancho$ l" x I bolts
I sctf.supporting' -i*
-
2 qOO ; thicknor 4n
7. SUBFLOORING: (Describe underflooring for speciol floors under ilen 21 ,)
\tarcrial: gradc and ,*.,., Fi"-Plytiood. ; "ir.-
1/4" ; typrc P.l'l ' T & G
Laid: fl 6rsr floor; ff sccond tlor; S artic
-
s<1. fr.; I diagonal; ! right anglcr. Additional information:
8. FINISH FIOORING: (Wood only.Describe other finish 0ooring under item 21.)
L@ATtox
Firrt floor
Second floor
,\ttic llosr
HUD-92005 (6"791
VA Form 26-1852
DESCRIPTION OF MATERIAI.S
9. PARTITION FRAMING:
Studr: rtood, gradc, and lPccics Constr. Fir ,i". and ,p..ing 2./6 at 15" o ' c - orht'
Additional information:
IO. CEILING FRAMING:
Joirtr: wood, grade, and lPccier 2x10
-
Othcr Bridgiog
Additional information:
II. ROOF FRAMING:
Raftcrr: wood, grade, and tP."i.t@ Roof trursB (rcc dctait): gredc and .p."i.r 3-4-1659-M-1=-ZE
Additional information:
t2.
; )fl solid; Q spaccdl,/L-" o.c ROOFING:
Shcathing: wood, grade, and rPccies
t "i.. -]/2i-; tvP" Plwood
; *.iglrr o, thickncrr-415-; c|zc
-;
ft,r."ing -S.!@I9L
13. GUNENS AND DOWNSPOUTS:''' ;;;;;",.'ai -li"io:.n"n ; sarc or ncight 26 ; sl"c 4"x 3i' ; 'h"p" 08e€
Down:poutr: marcriat ---4bi4!4-; gagc or wcigfi --26-; "irc -*-t-; shapc ---B.ec----.--=-; number-
Dorvnspourr conn?crd to: E Siorm sewer; I sanitary sewer; I d,y--wcll. ff,Splarh blockr: matcrial "n4 ,;" 1t x 5 t Concrete
Built-up rofing ; numbcr of plics-; rurfacing matcrial
Flarhing: matcrial Cn 'l wn.n'i zed Tron
-;
gagc or wcight ; I gravel rtopr; ! snow guards
Additional information:
Additional inftrrmation:
Joinr rrcarment Taped. f,ill|' & Finish
| 5. DECORAIf NG: (Poinf, wottpaPer, etc,)
cEtLrNc Ft l!{ M^TEIIAL ANo A?rucATloN
Kitchcn
Eath
Other
Additional information:
14, IATH AND PTASTER
l,ath I wallr, ! ccilingr: material
-;
weight or thicknesr --i i;-^ Plasicr: coat3
-;
frnish
-
;;;, E- *"i,,5 .lu,"r', marcrial---GJ!,-; rhickncss-Il3-; 6niih Smooth ;
WALL FrNrs& NlATtlt^L ANo AP?LlcATtoN
t6.INIERTON DOORS AND TRIM:
Donr trim: tYPc j
Finith: doort Factory ; trim
Other trim (it.t,t, l)pe and localron )
Additional information: ,
tZ. W1NDOWS, Single Hung/ Painted '' ' ;;;;;r,
-,;* Colonial Mu11; makc _J€.g!CM-I9.II1E- ; marcriat Alu i-nurn -i'Jhi f.e ; sash rhickncss Tri p'l e G'l a -,e
;;:,,;;.:'_---E---;!sash*.,gno,6b",*;; Block & Ta.ek]p ;hcadnartring self Flashed'
;fi; ffi' _ Ork
-,
f"",r, --''Cja,T --- " r.tnr Stairr & Ia,cquer ; numbc*our,--2--
weath*stripping: ,r* racto"v -__l ,'''tt'i"r Vinvt storm sash' numbcr -J9E-
Screcnr:[ful|lE[ha|f;.@;nu.b".-.AIL_;rcrecncloth."1.,i"1Fiberg1asspIesh
Barcmenr windowr: ,ro. j!Ldgr--, -",.ri"lilf*-A.bi.nuLi tcreen3, nu-b.--AIL-;Storm rarh' numbcr -N'Q[E-
Spccial windows
Additional inlormation:
l8' ENrnANcEt il: :l}li"* Fff't' ; ,"idrh 36" ; rhickncssrJ,y',f'Iramc: marcriar-I+19- ,,li1l*u4',:,,
Orher cnlrancc doorr: marerial Fir I *idrh 32t' ; thickncss 1-2f B'htatc' matcrial --4II€-- ; thickncsi -;V3'-
llcad flashing None Wcathcrstripf ng: typc
Scrccn doorc: thickncss
-";
numbcr
-;
scrccn cloth matcrial
--_Combination storm and screen don: thickners = l; number-; scrccn cloth malerial
.r ..-,_. r--r L:__-r. nr a--.r a.iriaar See Elevations_. Atric lou Shuttcrs:[hinged;0!fixed.RailinglP,Atticlouvcrr
Extcrior millwork: gradc and spccics Se1 Pine
: saddlcs
Storm doors: thickncss
-";
nu mbe r --N-?49-
: numbcr coali
--Additional information:
t9.CABINETS AND INTERIOR DETAII':a\^ l-
Kitchcn cabinerr, wdl units: material U&K ; lincal fcct ot shclvcr --;;-*; shclf width
-
Brrc unitr: material 0ak r.aging@
Back and cnd rPlash
Mcdicine cabincts: male
Finirh of cabinclr I numbcr coatl
-
; modcl
ar^ l-
Othcr cabincts anrl buitt-in furniture ud^
Additional informalion:
20. STAIRS:
Slrtr
Barmcnl
Main
Arric
Addirional information :
B,\!u!t:rt
Dirppcaring: mak( and modcl numbt'r
MATETT !, Co|-or, EorDEr, Slzts, CacE, ETc.
MATlrhL, CalDl, EorDEr, C^t. Srztr' G,rcr, Erc.
2I. SPECIA FLOONS AND WAINSCOT:scribe C Direc
DErfLC)t'
MArErlaL
c I
??
Barhroom acccsrorbr: fil Rcccscd; mercrial -i@!19-;
nu-b..I-; d Attachcd; -"t"';"1 Chrone ; numbcr
Additional informgtion :
22. PIUMBING:
Mrr't FtxrurE lgtt..Tlrlc^TloN No.Frxrurl
5rnx
Lavalory
Watcr clotcl
Bathtub
Showcr over tubA
Stall showcrA
Laundry traYs
Afl Curtain rod Afi oor p Showcr pan: marcrial
Watcr supply: fi public; f] community ryrtcm; I individual (Privatc) tyttcm'*
Sewagc dirpoul: $ public; fl communlty ryrtcm; I individurl (privrtc) tytlcm'*
f shai and daarte indiaiduot sysrcm in conphh d.lait in s.pa'.llc drautiag arul $ccficaliow accodin3.': .'y'*^t.'il;;;;;il;.)' J;i-n; D rit.;6 ort"r-Ela.Etic- Hourc rcwcr (ouridc): ! cart iron; I rilc;!othcr
ffi*[T"|fi.i",,,rr:" ;;X;i-cil:' '-" "* -o6"1 Rheems 22-60 Fury ; hcating capacicv-
coh. t00' ri:c. soragc ^tt' ,,'tt"'1"i- Cia"" ; caPecity -!O- gallons"
Gas scrviccr ff utility comPany; fl liq. pct. gas; I othcr Gar piping: E cooking; f,l housc hcating'
Fooring drains conncctcd to: fl rtorm scwcr; f| renitary rcwcr; Q dry wcll. Sump p'umpl male and modcl
; capacity i dischargct inao
HEATING:
! Hot watcr. Q Stcam. ! Vapor. f] Onc-PiPc ty3tcm.
! Radiaton. I Convcctor:. ! Barcboard radiarion.
Radiant pancl: E floor; f| walt; I cciling. Pancl coil:
i caPactty
-
tPm.fl Circulator. I Rcturn p,r.p. M.k" ud modcl
Output
-Btuh.;
ncr rating- Dtuh'Iloilcr: makc and modcl
Additional information:
t
?
t
23.I Two-pipc systcm.
Makc and modcl
matcrial
warm air: ! Gravity. $ Forccd. Typc of systcm lelineter -
ou., ,,,"-,".i"r, .rooil--G--i.-----; ,.ru.r, ---LJ-- Inrulation-, thiclncsr- [ oursidc air inralc'
Furnacc: make and modcr Lerrrrox GuE-zOov
-
i.*, -eqA-,-aAA- Btult'; ourput -Uf-,!@- Bt.,h''
Addirional inlormation:
Bruh.; outpur Btuh; number units
! Spacc heatcr; fl floor furnacc; fl wall hcarcr' Input
Makc, modcl Addidonal information:
Canrrols: make and rrp,cs Honeywell or F;q ual
Additional information:; storagc caPadly
Fucl: E Coal; fl oil; ! ga:; El liq. pct. gar; ! clecrrici O othcr
Additional informarion :
Firing equipmcnl furnirhcd scpararcly: I Gar burncr, convcrrioo tyPc'fl Stokcr: hoPPcr fccd [; bin fced !
Oil burner: S prcs:urc atomizinS; f] vaporizing
Makc and modcl Control
Additional information:
Input
-watts;
@ _- volts; outpur
-
Btuh'
Elcctric hcating sysaem: tYPa
Additional informaaion:
Vcntilaring cquipmcnt: attic fan' makc and modcl Hood-Whirlpool-S ffi;:.ffi;
Othcr hcating, venrilating. or cooling cquiPmcnt
24. EtECTilC WIR,ING:
Scrvicc: ! ovcrhca<.li I undcrgrounrl. Pancl: I fusc box; fl circuit- breakcr; malc AMP'r
-No'
CirCuitr-
\!iring: I conduit: fl armorcd cablc; $ nonmctallicr-ablc; [ -knob-and
tubc; ! other
i*",""t "in,t, fi ,.Jg.; fl watcr hcat*; B ott'er Dfyer 220V
! Doorbcll. 61ni-t'' Purh'button locttiont -Ex9D!--D'Q'Qx-!nfJ- Additional i.formationr
TIGHTING FIXIUR,ES:
;;;;';;;*r';;i.*r. prans Totar allowancc ror fixturcs. lypical installation, t 1'500-oo 25
Additional informrtionl
DESCRIPTION OF MATERIALS
Nontypical installation
DESCRIPTION OF MATERIALS
?6. lt{SUtATlOl{:
Rrpf
Cciling
Wall
Floor
n,Mf SCELIANEOUS: (Dorcribc anl moin dvolling mot.tiott..guipmcnt, o. conrhuction jtrmr nol rhown drwhrrc i or,uta to Ptoi.d.
oddit onol inlorrrofion whcrc thc
.ttvt-,.v1.. -l|rt7nta. r t proid& yat inodiquifj. Aiuoy.s.rclercac. by. item num6.r.to con.tpoad lo numbcring
ured on thit form,)
Roon. Stained. doors and trin. panel-ed. Fannily Roon, Ceramic floors 'in a'l 1 taths-
HARDWARE:molo, mottriol, ond flnirh,f or d-oors.
SPECIAL EOUIP|,IENT: (Stoio molcriol * moko, mod-cf ond quontily. lnclvdo only cguipmcnf ond opplioncer which orc o.ccepl'
oble by locol law, cuslom ond oppticoblo FHA ttonciordc. Do noi include]tomt which, by ertoblirhrd cuttom, or. svppliod by
occuponl ond removed whcn ho vocolor prcmirct or chofl-as prohibited by lavt lrom becoming rcolly.)
Convertible Cooktoo - Whirloool RGE8800H
axD l|tn oD (rt l|rtr^Lt-atlox
bonver:tible Cooktop - Whiilpool RGE880
Hood - r.rhi;lp;ol RbHBf,BS-
Built-in Oven with Microwave - W - Self Clean N RMz
Di hool SHu
'Irash Conpactor - Whirlpool SHC8O00
Srnoke Detect Unit - In-S tor
PORCHES: ,,,, .,^-^-^r^ er -r. ,.,i +r, A - A ltlr, - -l n r.n^rf - -- 4" Concrete Slab with 6 x 6 #10 x 10 wwf
IER,RACES:
GAIAGES:
WALKS AND DIIVEWAYS:
onr.*.r,'"t,n- 1'gl , b.r. -.,.ri.| Natural ;rhiclnor-"; surlacing -arcrial ----@I9&-; rhicklrs 3 "
Front walkr widrh 3t ; marcrial ---CSIIQI€!€-; rhictnctt --.4- ". Scrvicc wrll: widrh
-
i mrtcrid
-
; thiclnar- -
Step:: matcrial ; lrcedr-"; rircrr --". Chcck walll
OTHER O}.I9!IE IMPROVE}IENIII:
( Spctrl2 ol! cxtctiot onsitc imltovcntcntt not dctctibcd ckcwhcrc, including itcnt rurh at uauual grcdiag, drcinagt tltuclut.t, rcloiniag rwlh,Jincc, toilingt,
ond orcatflttt tlruclurct. )
IANDSCAPING, PIANTIMi, AND FINI3H GIADINO:
Topsil--" thict: ! front yrrdr I ridc yerdr; I rcer yerd to fcct bchind main building'
tawnt (rcdcd, nd&d, or tptiggcd ): I front yerd ; E ridc yardr ;Ircery
Planting: ! as sFcificd and shown on drawingr; I er ftrllowr:
Shadc rccr, dcciduour,
-"
celipcr.
Law flowcring trccr, dcciduour,
Evcrgro:n trect.
-'
ao
-'
' B & B:
Ewrgrccn rhrubr.
-'
ro
-"
B & B,
Vincr,2-yc:r
See Landscapine Plans
'lo
Highgrowing rhrub'r, dcciduour,lo-
'to Mcdium-growing rhrub,r, dcciduour,
[.ow-growing rhrubr, dcciduour,
io"o".orc rt""-nit .irtiUlt irr.U U" ia""tif.a Uy rt- rifrr"rr of tnJ U,tUa"a-qt rpoaor, and/or thc propoccd morttaSor if rh€ lrtrcr ir IDEvTIFtCATToN.-Thir crhibit rhrll bc idcauhcd by lhs rigDafurc ol thc buudcrFqr lpoaxtr' ano/or lrrc Prl,l,|rqr lrrqlEa69r
Lnown at the tinrc of applicerior. -- ( \ z ., \ - I /o^,, \0-r- q*L ,,r".,"* \XvYrd-.X \h'(f
- (\\,
HU D-9?005
'v A Form 26-1852
F ont F rnH A 424-2
(6.79)
Signatur.
COMMITMENT
TO INSURE
This commitmont was produced and
issued through the office of
LANDTITLE
GUARA}ITEE COMPAiIY
P. O, BOX 357. 108 SO. FRONTAGE ROAD WEST, VAlL, COLORADO 81657
Tolcphone l3O3) 476-2251
8^t*CR nn"tla{-.
Representing:
frrr-e |r.rsunaruce fiorvrenruv or [ff rrur.rEsorA
I
--=^?_?-F"ry_
'{.roleu8rs pez Foqlnr Jeqlo Jo
racggo Surleprpa e ,{q peu8rsrelunoc ueq./t\ prlB^ oq ol 'V sFpeqrs uI uaoqs e}Bp oql uo srocuJo pezuoqln? fpp s1t {q pexgJu
oluneroq eq ot Fes pu€ eu?u alerodroc str pasn?o seq Bloseuuq4l go ,(ueduro3 eJuBJnsuJ enl.1, 'dOiIugH t S51INIIA\ NI
'luorulrunuoJ sJr4,(q pa:aaoc uoeraql ateSlrour ro lsorolu Jo al?lsa 3ql enFA
JoJ plorar 3o serrnbcu parnsur pasodord aq1 atup eq1 o1 roud lnq Joeroq al?p oAIlJeJJa aq1 o1 luenbesqns Eu.n1ce11r
ro sploceJ crlqnd aql ur trnreadde lsJU 'peleeJ, 'Iue JI'srell?tu raqlo ro sluIEIc esralpe 'secuuqrunJuo 'suo[ 'slcaJoq 'S
'sprooar crlqnd aql i(q umorp
lou pu?
^rsl
,{q pasodrur 'peqsrurnJ rauuaroq ro aroJolaraqt Fuelau ro roqel 'seJI res roJ'uaq ? ol }qAF ro 'uay1 fuy 't
'sprocor c11qnd eqt ,(q u,noqs lou aJe qtr.q/Jr plrs osoltsp plnorn sasurerd eql;o uopcadsut
pue ,{a,r:ns lJeJJoo e qrHlt\ slcq ,{uu pue 's1uaun1c?ojtue 'agJa ur eE4roqs 'souq ,,ftupunog ul slcllJuoc 'selcuedaJcslc 't,
'spJocar Jllqnd aql ,{q unoqs lou 'sluaruesea Jo srurBIJ ro Jslueuas?A '2,
'sprocer c11qnd aq1 ,{q u,vroqs 1ou uorssessod q sagged go suqelc ro s1qE1g 'I
:tuuro11o3 eql ot tcafqns osl? sr lueulpruroJ slrll
'ol parlaJor a,roqz atura,ro3 uo{ suorsnlrxiJ puz suoltulndpg pur suol}lpuoC aql q paq'luoc srallsu aql ol uolUpps uI
. ii','r': :rr':
'luaulluuro) sT-ql Jo suorsnord aql ol lcafqns a!? pus uo passq
aq lsnu luaullruuro3 slql i(q paraaoc uoaraql etetuour .rll Jo snl?ls eqt ro lsarotq ro ele$a eql ol allll aql Jo snlBls aql Jo lno
tupFe duuduro3 aql NupEB Sqrq {sur ro eA?q feur parnsul pasodord agl lBr{l uollJB Jo slq8u to suollJB lo uolltu Iuy 't
'uralaq peulpour flssardxe su ldacxa
lueulnrnuoJ sJr1l Jo uud ? ap?ur pue ecuoraJar fq palerodrocut Iqaraq ere qclq^r pernsul pasodord aql Jo Jo^q u roJ palllul
-ruoc sarcqod ro ,(cqod 3o ruroJ aql Jo e8erano3 urory suoFnlcxe aqt puu suollulndlts pue suolltpuo3 aql pue suolshord Sqrnsut
eql ot peiqns s1 I11gqe11 qcns pue roJ pallluluoc salc11od ro fc1lod aql roJ V elnpaqts u pelels lunoue aql peaoxe ,(UIqeI qlns
?qs lueAa ou uI'luorulltu(uoJ s1ql ,(q pa.ra,roc uoa:aq1 eSeSlrour Jo lsoralu Jo alslsa aql olBeJc ro arrnbJs o1 (c) ro 'g alnpaqls
ur u,norp suorldarxa alsulufla ol (q) ro Joereq sluautarrnbar aql qll^\ flduroc o1 (e) qtpJ poot ut Euglulrapun u uoeraq atuel
-aJ ul parncu ssol lBnlce .ro3 ,(1uo puB JoJ poll uruoc satcllod ro {c;1od Jo urJoJ eql ut pernsul Jo uotlguap eql raPun papnlc
.u1 salgzd r{ons pu? parnsuy pasodord pauruu aqt ol {[uo aq lllt{s lueqluuroJ sr-ql rapun Iueduro3 aql Jo l(l111qefl '€
'suonelndrlg pur suoqpuoJ asel{l Jo € qde.rtz.red ol luuns:nd parrncur flsnol,rard
{1ryquq uror; {ueduro3 oql a efler lou II?rF luaupuaue qrns lnq ',{Butprocce luaulluruoC s5{l Jo g olnpaqJs puau? .{eur
uorldo slr 1e,(ueduro3 aqt 'rellsur reqlo ro urplc asialpe 'ecusrqurnJua 'uo[ 'l]aJap qcns {ue;o atpal,noul 1enlca sannbce aspm
-raq1o ,(wduro3 arll JI ro'{usduroJ aql ot atpal,trool qcns osolssrp lleqs parnsul pasodo:d aqt g1 'aipal,noul qcns asolJsrp os ol
patnsul peeodord aqt 3o arnge.; ,{q pacpnlard s ,(ueduro3 eql lue]xa eql ol uoololl eousTler Jo 1ce Iue uor3 Eurllnser aEeurep
ro ssol ,{ue roy llrpqely tuo{ pa^eller aq geqs ,{uaduro3 aqt 'tuytgrn u dueduro3 aql ot otpey,noul qtns asoJtstp ol pBJ ll?r{s pus
'Joaraq g ?Fpaqrs uI u^ror{s esoql u8r{l raqto lueul$nuo3 sqt dq poreAoc uoalaql a€eElrour to tsaralu ro al?Da eql 8UFJaJJB
ralluu Jaqlo lo rul?lJ o$a^pu'acuBiqunrua 'ueq 'l.eJop ,{uu ;o atpel,noul pnlce sarmbce ro s?q pamsul pasodord aq1 gJ 'Z
'luarunltsur {lgnres reqlo ro 'peep tsnrl 'lsnrl Jo poap apnltu ller{s 'qaraq pasn uaq,r\ i.atutuour,, unal aql ' I
,.., ri .. -'i ,,:., .i ii\.:, ..r.,i_.:j lj-ir.r(','l
'Iuoduro3 orp Jo llnBJ er$ lou sl salJllod ro ,{eqod qcns anssl ol er re; €ql leql pepnord 'sJnrro ls.rq re eqcru,$ 'anss! ller{s
roJ poltuuruoc sarcqod .ro ,(c11od aq1 ueqa Jo Joarer{ al?p o^r}ceJJe aql JaUE sqtuoru xls alsulurel pne os?eJ lleqs rapunaleq suorl
-e3;1qo pue ,(lrpqen 11e pus ocusmsu olUl Jo salcllod ro fcqod qcns Jo ocuunss! eql ol freurunlard sr luaulnuuoC srql
'luouasaJopue luanbasqns Iq ro
luaulruruoc sn{l Jo ecusnssr aql Jo eup oql tB rsqlle 'Iuuduro3 agt ,{q Sooreq v eFpeqcs q peuesul ueaq a^sq roJ pollruruoJ
sarcglod ro dc11od aq1 jo lunous eql puu parnsul pasodord aq1 ;o {uluep! aql uaqn fpo . !}taJJe eq 11eqs luatulluuroC qql
';oareq suorlepdrrs pu? suonpuoJ aql ol puu g
pu? V selnpeqJs 3o suorspord aql ol tcafqns gE :IoJoraql seEreqc puu surnturard aql go guaur,{ed uodn 'y eFpaqJS ur ol p3rrJer
!o peqursep pu?l orll 14 ,(qe.raq pare,roc lserolw ro olslso erll Jo aaEetlrou lo iauxro s? 'v elnpaqts ul paueu pamsul paaodord
eql Jo roAEJ nI 'V olnpaqcs u! pognuap! se 'ecuernsul opll Jo saltllod :o ,(clod slr anssr ol slnlruoc {qaraq 'uolleraprsuoc
alqunp^ u roy'fuedulo3 eql pelleo utaraq 'uotlerodroc elosauuq B 'VJOSSNNII,{ gO INVdI IOO iICN\runSNI 1ITIII
qoseuu!w 's1;odeeuurlil; lo AuBduoc lcols e
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1A/Z A Z89Z ur/oJ v{11
I AITA CONNITfiTNT
ficHfoul-ri A
Apf,I lertlon No, VOOO4O?$-2
* Cherg{s -
I ondar Po I I cg t$,'{4 .00
For Inforretlon Onlg
Tex llantlf .r$.00 - .. T0TA! +539,0t1
tl I th gour rcr I ttence p ttlrsr ref qr to VO0$/rO25-?.
l. Fffortlvr, llrtrr $FPTF|IFFR 2,, 198? rt Btnn A,i,
:l . PotfcA to br lrrurd, end proporad Inrurrdl
"Al, TA" l. oan Pol I rg t ?7O Rrv I I I on, f$al0,000, O0
Propored Inruredr
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3- Th* artrtt on Intrr+ct In ih* lend c{ercrlhecl or nrfrrrcd to In thls
llono I trent rnd coverqd harcln lgt
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4. Tltlc to thc crtric or Int,rr*rt covrr*c{ hrrrln lr et thc cffrcllvr
data her.rof vectrrl Inr
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LOT 18, BL$:N I"YON SUSOMSION ACCORDTN0 T0 rHE Aa.tqNDEO PI.AT THEREOF
ftFCoRDFtl JUI Y tB, t97g tN fiAAK ?7? AT tiAOF 370, COUNTY OF t:A0l F'
srA'rri 0F C0L0RA00.
A | ,; c o n fi r T n F N r
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(Requln*rrntrl Apnl lrrtlon No. V00ll40?S-?
Tha fotlorlng are tht raqulralrntq to br corplInrl wltht t. Fagrtnt to nr for tht ecrouni nf th* grantore on nortgegorr of thr
f ul I conr I rl,rrlf lon f or ih6 ,lrtetq or lntarqct to ba Inrurrrl .
?. Proprr Inetrulrnt(r) rrertlng thc rrtrt,r or Intr.nrrt fo hr Inrurrrl rurt be executtd rnd dutg fltad for rreorrl , io-ultt
l. RF' FAEF 0F r,rFD 0F TRUST OATFD JAI{UARY 'S, t979t FR0ft HFilRY E. KAIES
IO THE PIJBI"IC TRI'gTEE OF HABLE COUI{TY FOR TH€ U8E OF OORE CREEK
A$$OCTATFB, A RHODF r8r AND l X'|ITFD PARTNr:REHIP T0 8FCilRE THr 8Ui 0F
ftTr!5flo.CICI R[n0RDED FEBnUARY ??, t97r, IN 8O0K ?8? AT pA0E 2I1.
4. RFtrASF 0r DFFD OF TRU$T OATFD.ruty 'S, t97?, FR0i,tAfiF8 R, HIII T0
THE PUBLIC TRU.9TEE OF €AOLE COUNTY FOR THE IJSE OF ilCilRY [.. KATES TO
srcuRF THl, sult oF t?7.500,00 RFcoRnFn .tul y i,4, 1979, tN F00K 2€s AI
FA0E 680.
ii, nFrn 0F TRU$I FRofi .tAfiF0 R, Hil I Tt) THr t..UFl IC TRUSTTF 0r FAol I
cout{TY FoR THE U$E 0F TBO T0 SF.C|JRE THE $trn OF f500r000.00.
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7 . Any unpe I d texal or rrqermentc rgr I nrt !r I rl I rn,l .
B, I lonr for unpef d yrtrr enrl lrur.r thrpgrri, lf rng,
?. RIO}IT OF IIAY FOR OITCHE$ OR CANAI.B CONSTRUCTED BY TI{E AUTHORITY OF
THF UNITFN $TAIFB AB RFEFRVFD III TINITFD SIATF$ PATF}IT RFCORDFD APRIL 26, t?3S, IN BoOK tt? AT PAoE 4tt!t.
ro, ftFEFRVATION OF THF RIBHT 0F IHF Ut{tTFD 6TAIF8, IT8 PERiITTEE OR
r-tcENg€E, T0 ENT€R UPOil, oCCUpy Ailo U8E, AXy pART 0R ALL 0F 8Al0
I AlrD FoR THF PURPoSFS PRoUIDFD Iil THF ACT 0F JUNF tO, 1920 (41
SIAI. IO,II), A8 R€SERVED ITI THE PATE}IT RECORI)ET) OCTOBEN 2, 1916, III
BOOK
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AT PAOF 4OS.
1t. RFSTR'CTT0i{$ llHtcll 1t0 NoT coNTAtN A F0RFFTTURF 0R RFVFRIFR Ct AU8F,
BUT OltrTTrN6 RESTiICTION$, tF ANy, BAS€O ON RACE, CO!-OR, REI.IOION,
0R llAIIolfAl 0RI0lN, AB coilTAIilFn tN tltsTRUatFNT RFC0RDFD APRil 04,
1 1978, If{ 800K 260 AI PAO€ 698.t {tz. utttlTy Ailn DRAINABr FABFnFNnr FFFI l,f rftoTH, AFFFcTINB A poRTIor{
OF SUBJECT PROPERTY A8 SHOTI{ OII TIIE RECORDSO PI.AT OF OLSil LYON
sunolurstot{ A8 AiFilr}FD,
LAND TITLE
GUARANTEE COMPANY
3665 Cherry Creek North Drive
Denver, CO 80209
321-1880
13693 East lliff Avenue
Denver. CO 80232
7514336
8333 Greenwood Boulevard
Denver, CO 80221
427-9353
3110 S, Wadsworth Boulevard
Suite 102
Denver, CO 80227
988-8550
830 Kipling Street
Lakewood, CO 80215
232-31',t1
P. O. Box 2280
Breckenridge, CO 80424
453-2255
303 South Cascade
Colorado Springs, CO 80903
634-4A21
121 1 Main Avenue
Durango, CO 81301
247-5860
P. O. Box 357
108 So. Frontage Road West
Vail, CO 81657
476.2251
3600 S. Yosemite, suite 350
Denver, CO 80237
7794220
650-17th Strset
Denver, CO 80202
629-7329
9725 E. Hampden, Suite 103
Denver, CO 80237
750{424
!t
COMMITMENT TO INSURE
This commitment was produced and
issued through the office of
LANDTITLE
GUARANTEE COMPAIIY
P. O. BOX 357, 108 SO. FRONTAGE ROAD WEST. VAtL, COLORADO 81657
Tef ephone l303l 47 6 -2251
Tltla tntur.nca Comp.ov of Mlnnxotr h a tubrldlary ot Mlnnaaota Tltla Flnanchl Corporrtlon, NASOAO Symbol - MTIT.
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Inter- Mourntairn
Engineering Ltd.
SOILS AND FOUNDATION INVESTIGATION
FOR
LOT 18, GLEN LYON SUBDIVISION
VAIL, COLORADO
PREPARED FOR:
JAMES R. HILL
PROJECT NUMBER V-2184G
0CT0BER 1982
Box No. 978
Avon, Colorado81620
949-5072 Denver 893-1531
1420 Vance Street
Lakewood, Colorado 8021 5
Phone:232-0581
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TABLE OF CONTENTS
CONCLUS IONS
SCOPE
SITE LOCATION AND DESCRIPTION
SITE INVESTIGATION
SUBSURFACE AND GROUNDhlATER CONDITIONS
FI LL PLACEMENT
PROPOSEO CONSTRUCTION
FOUNDATION RECOMMENDATIONS
SLAB CONSTRUCTION
GROUNDIilATER AND DRAI N SYSTEM
REI NFORCI NG
CRAl.lL SPACE COVER
BACKFILL AND SURFACE DRAINAGE
LAI^lN IRRIGATI0N
MISCELLANEOUS
LOCATION OF
SUMMARY OF
GRAIN-SIZE
PERIPHERAL
TEST
TEST P
DISTRI
DRAIN
PITS
ITS
BUTION
SYSTEM
ANALYSIS
DETAILS
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Drawi ng No
Fi gures No
Fi gure No,
Fi gure No.
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CONCLUS I ONS
1. Subsoi I condi ti ons are fai r1y uni form over the site with topsoil to a depth of two feet underlain by slightly silty sand
and fragmented rock.
2. The proposed duplex should be founded on conventiona'l spread footings designed
f or a maxi mun soi 'l beari ng press ure of 2000 psf.
SCOPE
This report presents the results of a Soils and Foundation
Investi gation for the proposed duplex located on Lot 18, Glen
Lyon Subdivision, Town of Vail, Colorado. The Investigation
was prepared by means of test pits and laboratory testing
of samples obtai ned from these test pi ts.
This i nvesti gati on presents a descri pti on of surface
and subsurface conditions encountered at the site, recommended
foundation systems, allowable des'ign pressures, and groundwater
conditions as well as design and construction criteria influenced
by the subsoils.
SITE LOCATION AND DESCRIPTION
The site is located on the north side of Greenhill Court.
The lot is at about a 20% s1ope, draining to the north. Vege-
tation consists of aspen trees and native grasses. There are
outcroppi ng bou l ders on the s urface .
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SITE INVESTIGATION
The field investigation performedCl 0cto:er tS,,,I9BZ,
consisted of excavating, logging, and sampling two test pits
The locations of the test pits are shown on Drawing No. l.
Summaries of the test p'it Iogs are detailed on Figures No. I
and 2. A summary of the test results is shown on Figure No. 3
The test pits vlere excavated with a conventional backhoe.
Refer to the summary of test pits, Figures No. l and 2.
Subsurface conditions are fairly uniform, with topsoil to a
depth of two feet, underlain by silty sand to a depth of three
feet, underlain by sand and fragmented rock and gravel to
boulder size.
No overlot grading has been done prior to this investigati
No groundwater was encountered in any of the test pitC ------..--...at the time of eicavation.L-__---
F ILL PLACEMENT
Based on the grading plans provided by the client, cons.i-
derable grading will be necessary prior to beginning construction
I f you desi re, w,e wi l l furni sh the speci fi cati ons for fi I I
placement.
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PROPOSED CONSTRUCTI ON
l,le understand that the proposed dupl ex wi l1 consi st
of a two story structure, uti I i zi nrl wood frame type of
construction. There wi I I be a moss rock veneer. There wi I
be a walk out basement area, extending some six feet below
the fi ni shed grade at the front of the house.
FOUNDATION RECOMMENDAT IONS
Low to moderately consolidating sands will be
in the excavation. The proposed duplex should be
encountered
founded
a maxi mum on conventional type spread footings designed for
soil bearing pressure of 2000Lrsf. At this pressure,
settlements will be tolerable. It would be advisable
portion footings so as to minimize differential settl
The bottom of the footing should be placed a minimum
inches below fj nal grade for frost protection.
foundati on
to pro-
ements.
of 48
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SLAB CONSTRUCTION
The upper natural soi I s wi 1l provi de adequate support
for slab-on-grade constructjon. If clean, granular soils
are imported to be used as select fill no problem with capillary
rise of moisture will occur. Hovrever, if the select fi'l I
contains some clays or fine materials there is always the
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SLAB C0NSTRUCTI0N - continued
possibility of capillary rise of moisture.
We suggest that the plans and specifications be prepared
with a specified minimum of 4 inches of clean, washed gravel
immediately under the floor s'l abs. The purpose of this clean,
washed material is to break capillary rise of moisture to
avoid problems with bonding of asphalt tiles to floor slabs
and other problems associated with minor amounts of moisture.
We suggest densifying the surface of fill or natural
soils with a vitiratory type compactor immediately prior to
placement of floor slabs. slabs should be constructed in accor-
dance with ACI recomnendations to minimize the risk of shrinkage
problems. Slabs should be scored into maximum 200 square
foot areas to localize and control any cracking.
GROUNDbJATER AND DRAIN SYSTEM
l.Jhi 1e 1i ttl e or no groundwater was encountered at the
time the field investigation was conducted, it is possible
that seasonal variations will cause fluctuations, or for a
water table to be present in the upper soils during the spring
months, or after a prolonged period of rain.
A peripheral drain system as detailed on Figure No. 4
should be installed.
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REI NFORCI NG
Foundat j on ryeams shoul d be wel I -rei nf orced
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so as to minimize the effects of differential movements. Refer
to foundation designs for reinforcing details.
CRAl.lL SPACE COVER
l'lhen moist soils are encountered in the excavation, the
ground surface in crawl space areas should be covered with
an impervious moisture barrier sealed against the footings.
This will help to reduce humidity in the crawl space area
and will also prevent the moist foundation soils from drying
and shrinking, which could possib'ly cause the structure to
settl e.
BACKFILL AND SURFACE DRAI I,IAGE
The potenti al ly consol i dati ng foundati on soi I s encountered
in portions of the site should be prevented from being wetted
after construction. Generally, this can be accomplished by
insuring that the backfill placed around the foundation wal'l s
will not settle after comp'l etjon of construction and that
the backfiII material is relatively'i mpervious. During the
backfilling operations, the addit'ion of water to the backfill
so'i I s shoul d be only enough to i ncrease the moi sture .content
to optimum levels to aid in obtaining proper compaction -- do
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BACKFILL AND SURFACE DRAINAGE - conti nued
not pudd'le.
Surface water runnfng toward the structure from upslope
areas should be diverted around and away from the building
by means of drainage swales or other simi lar measures.
The final grade should have a positive slope away from
the foundati on wal I s on al I si des. A mi ni mum of l2 i nches
in the first ten feet is recommended. Downspouts and sill
cocks should discharge into splash blocks that extend beyond
the 1 i mi ts of the backfi I I .Splash blocks shou'l-d s'lope from
the foundation wal ls. The use of long downspout extensions
in p'lace of splaSh blocks is advisable.
LAHN IRRICATION
Do not install sprinkler systems next to foundation walls
porches or patio sIabs. If sprinkler systems are instal led,
the spri nk'l er heads shoul d be p'l aced so that the spray f rom
the heads, under full pressure, does not fall within five
feet of foundation walls, porches or patio slabs. Lawn irri-
gation must be controlled.
If the future owners desire to plant next to foundation
walls, porches or patio slabs, and are wi'l'l ing to assume the
risk of structural damage, etc., then it is advisable to plant
only flovlers and shrubbery (no lawn) of varieties that require
very little noisture, These flowers and shrubs should be
hand-watered only.
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G.
Fi
MISCELLANEOUS
Some of the soils at the site are potentially consoli-
dating and the owners should be cautioned that there is some
risk of future damage. The contractor is directed to those
items covered under BACKFILL AND SURFACE DRAINAGE and LA}l|N
IRRIGATI0N. 0ur experi ence has shown that damage due to swe11i ng
or consolidating soils usually results from saturation of
the foundation soils caused by improper drainage, excessive
irrigation, and poorly consolidated backfills. The elimination
of the potential- sources of excessive water wi ll greatly minirnize
the risks of construction of this site.
This report has been prepared for the exclusive use of
James R. Hi I I for the specific appl ication to the proposed
duplex located on Lot 18, Glen Lyon Subdivision, Town of Vail,
CoI orado.
The findings and recommendations of this report have
been obtai ned i n accordance wi th accepted profess i onal engi neeri ng
practices in the field of Foundation Engineering and Soj'l
Mechanics. There is no other warranty, either express or
imp'lied.
Sincerely,
, LTD Revi ewed and Approved By:
homas Al I en Spane l ffe
e'l d Engi neer den t , P.E
LOT 23
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N.T. S.
LOT 18
GREENH I LL
-
-Tollrron
OF TEST PITS I
PROPOSED DUPLEX
LOT 18, GLEN LYON SUBDIVISION
VAIL, COLORADO
FOR JAMES HILL
?f,or€cr rro V-2184G
onewrxc xo I
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PIT NQ I
,rir&OESCRIPTIOA OF |.ATERI.AL REYAFTS
10
TOPSOIL
SILTY SAND
SAND and FRAGMENTED ROCKls'lightly silty
fragmented rock ranged in size 1" to 18"
NO GROUND I'IATER
SUMMARY OF TEST PITS
PROPOSED DUPLEX
LOT 18, GLEN LYON SUBDIVISION
VAIL, COLOMDO
FOR JAMES HILL
PFoJEGT r.o: V-2184G
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PIT NO. 2
OEPIX rl f TET o_l %""F)c DESCRIPTIOT OF TTATEFIAL RETAFTS
10
TOPSOIL
SAIID and FRAGMENTED ROCK
rock ranged in sjze
1" to 18"
slight'ly s'ilty
GROUND WATER Y
SUMMARY OF TEST PITS
PROPOSED DUPLEX
GLEN LYON SUBDIVISION
VAIL, COLOMDO
FOR JAMES HILL
LoT 19,
PFoJ€c? r.o., V-2184G
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oundation Wa | |
Po I yethe I ene l.lr i stu re Ba rr i e
glued to foundation wall
DETAILS OF PERIPHERAL DRAIN SYSTEI1
FOR FOOTING TYPE FOUNDATION
FIGURE 4
Backf lll rpistened
and well comoacted
#15 Felt
Paper
Mi n i mum of 6rf of
3/4 inch
4" Diameter Perforated Pi pe
sloped a minimum ol 0.251 to sewer latera I subdrain,
sump pump or dayllghted