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Town of Vai I
75 5. Frontage Road
VaiI, Colnrado 81657
Flan analvsi s based on
the 19815 Uniform FuiLding Code
NOTE: The cude items l isterJ in thi$ report are nr:t intended tn be a complete listing o{ alI possiblE cocle reqr,rirement* in the 1985 UBC. It ts a gr.ride tr:
sel ected sectiong o{ the cocle.
Project Id: THOI"IPSON RES.
Addreggr 1487 VAIL VALLEY DR.
Occt-rpancyr RSnHl
Type o{ Congt: V-N
NORTH Froperty I i ne 6?. t-r Feet EAST Property I i ne 34. (:l Feet
SOUTH Frcperty line ?t:,.{:t Feet NEST Frr:pert-y 1i ne 16. C| F€iet
Dater t4ay ll , t987
Contractor: BECI'i .? ASSOCIATES
Architect: GORD0N FIERCE
Engineer! ?
FIans Examiner: GARY FIURRAIN
TYPE OF CONFTRUCTION:V-N
SEFARATION
DIRECTION FOUNDARY AREA INCREASE FIRE PROTECTION
6?. (, FEet
34. (:r Feet
?(t. (-r Feet
16.O Feet Area incre;rsecl 1.7,n 7. {or mpen area on I sides.
FL NAME OCC AREA ALLOWED A./A OCC LOAD FEO'D EXITS EXIT WIDTH
3 Dwelling R3 2346 Unlirnited 7 L 0. ts TOTAL 2346 UnI i rni ted 7 ( 7, I 0. lE { t). 1g)1 Dwel li ng R. ?73? Unl i rni ted I I Cr. lE 1 Farking Garage Ml &S& 30$O 0.23 3 I 1),.:t7
TUTAL 34?8 14639 {}.23 t3( 16) t Cr.?S( 0.3S)Et Dwelling Rf, ?35 Unlimited 3 t 0.0&TOTAL 9$5 l"inlirnitecl 3( 16) ? C,"06( (1.3I)
HUILDINB 10TAL 5&74 48{)37 0. t? 3il * NfrTE: Indic.rteg that this clcclrpancy i* not allowed on thir {lnnr-Table 5-l)# NIJTE: lndi categ that thi $ occLtpancy i s an accesstrry area-$ec, liSr-r?. (a) exc.
The al lowed M area is . OtlO sq.{t. for a mixed occlrpancy, -- Sec, 1lC}:,
REOUIRED OCCUFANCY SEFARATIONS
M1-R3 t hr l'lateri als approved {t:r thr congtructi on are requri red on the garagE gide only and I f,,/8 inch solid coren self-closing door. *- Sec. 503, (d) ex *3
All gI4.1 ing in harardnus locations (see srection 5406. (d)) is requi red ta be of saf ety gl;r: i ng materi al . *- $ec. 54{16.
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FXTERIuR !u rine RATrN6s nrvn nrrrvrrrfnol-EcrrfiN
NBRTH EAST E|OUTFI hJEST,
OCC BRG NI]N-BR6 T]FNG BFG NON*BR6 OPN6 BRG NON-T'RG OFNE BRC NT]N-BR6 OFNG- .
talALL NALL FRUT hfALL bJALL FRUT WALL WALL PROT h,ALL trlALL PRDT l'11 Ohr (:)hr None Ohr trhr None Ohr Ohr None r:!hr tlhr None
R3 t-thr Ohr None f-rhr Ohr None (rhr Clhr None fihr Ohr None
The exterior wal ls may be of CtrI'IEUSTIBLE rnaterial.
None -- No fire protecti on requi rements for openings.Frot -- Openings are to be protected with 5,/4 hr fire assembl ies.
3t)7, of the area of the wall rnaximurm. Sec 3(:,4. (b)
NUF -- Openingr ;rre not permitted in this wall.+ -- These walls may be required to have a parapet wall ' O inches
above the roofing. The parapet w.rL l is requrired to have the same.{ire rating as the wal1. See section l7{rg. {or detailg and exceptions.
OTHF:R FtJ I LD I NG ELEI"IENTS Tab 1 e I 7-A
ELEI-IENT I,IATHRIAL FIRH RATING NOTES AND EXCHFTIONS Interior Bearing walf ANY NtlNE Interior nnnbrg wall ANY N0NE Strlrctural f:rame ANY NUNE
Exteri or' Struct Frame See {ootnote *1
Sh"rf t Encl osure ANY I hr
Fl oor,/Cei I i ng Assernb I y ANY NONE Roo{/Ceil.ing Assembly ANY NBNE Stairs ANY NONE
FOOTNOTES:
1) Mi ni rnurm on exterior gide algo based on exterior brg. wa1 1 requrirements.Frovide a thr ceiling in the bagement. -- Sec. l7OI.
Baged on section 3t03, (b)
The roo'f i ng on this hr-ri lding is not requri red to be {ire retardant.
HXIT NOTEST
$tai rways cnnnecting .T or mnre {loors are required to bm in exit enclo6Lrre6
The wal ls cl.f the enclosure are r*qurirecl to be I hr {ire assembl i es.The r:peni ngs i nto the ex i t encl c,s rF are requri red to be I hr asse,nbl i es.A connecti on to the exterior j.s reqLri red with the game {ire protecti on as the
ex i t enc I or3ure. --*- Sec, 33119. (d )
A barrier is requri red at grade level . -- Sec. 33O9. (e)
The space under the stairs (encl osed or not) may not be urged #or any purpcrse.
-- Sec. 35C,9. (f )
See gection 33O9. for additional information.
A stairway in a dwelling mlrst be at least 36 inches wide. -- Eiec.
33C,6. (b)
-- Sec. 3$06. (c) exc.*1
The maxi mum rise o{ a step is B inches and the minimum rurn is 9
i nches.
Frovi de a gurard rail where drop o{{ is greater than 3O incheg.
l'l i ni murn hei ght=S6 i ncheg, rnax i murm openi ng ei ae*6 i ncheg. -- Sec.I7lL. exc !
The minimum headroorn is 6 {t.- 6 inches. -- Sec. SSCI6. (p)
Frovicle a *elf*clo*irrg, L 3/4 inch thick, solid core or
noncombLrsti bl e door between baeement and 1.*t story. *- $ec. t7r)3.
The maNimurm travel digtance in this burilding ts 15{r feet. -- Sec.
3$O3. (d)
. t'" t
AONTTTOI'IRL REGUTREI{ENTS HID ON .OCCUPANCY
For I'11 occupancy
For RF occlrpancy
Provi de a window or door to the exterior from every room Llsed {or
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sleeping. -- sec. 13O4.
A windoui mt.rrt provide a clear open area o+ S,7 sq.{t., a clear height of ?4 incheg, end a clear width o{ ?Ct inches(rninimurm). *- Sec. 1?04.AII habitable rooms require exterior glared openi ngs equal to 1f-,7. or
mtrre of the {loor area. (min l(t sq.{t. ) -* Sec. 1?(t5. (a}
All habitable roorns requirB an openable exterior openings equal to 57.ctr more t:f the {loor aFaa. (nin 5 sq.{t.) -- Sec. l?O5. (al
The minimlrm ceiling in a habitable 6pace is 7 {eet 6 inches except kitchensn halls, and bathe may have a ceiLing height of 7 {eet.Sec. -- 13O7. (a)
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Town of Vai l.
75 S. FrontaEe Raad
Vai I n []ol orado 816357
Fl an correrct i on trased on
the l?El5 [Jni {orm Bui I di na Code
Project Id. THOI'IFSBN RES.
Addreggr 1487 VAIL VALLEY DR. Date: l4ay ?1 | tgBT
Eontractor: BEf,t'i 8e A$SOCIATES
Occurpancy: FS, Hl Archi t-ect: GORDON FIERCE
Type o{ Congt: V*N Engineerr ?
Fl ans Exami ner r GARY I"IURRAIN
S SHFET IDENTIFIT]ATIBN CORRECTION REOUIRED
4
All sheets to be sta,nped and signed by an Archi te,ct
clr Engineer regigtered in this state.
Provide attic venti lation that cornpl ies with gecti on
3?c-r5. (c )
Frovide an attic accegs (l?X.50 min) to each attic
artpa. -- Seac. I.?(:,5. (a)
This area reqlri res an exterior opening for emergency
escape t:r rescLle with clear area/dimengions
speci{ied" -- Siec. 13r-}4.
A smoke detector is reqr-tired in the accesg area to
all rtro.ns nged {or sleeping plrrposes. -- $ec.
lflO. (a)
Garaq;e This is requinsd tm he a I hnur ass.lmbly *ince it
is an nccLrpancy separat"i on. *- Table S*E ft Sec,
5t13. (c)
garage Thi s i s re'qlri red to be a 3O hourr asgembl y si nce i t is in &.n occLrpelncy separati on walt. -- Sec. 5{r3. (c)
Frovide 3 complete sets o+ engi neered trlrgg details by the trurss rnannf acturr€r's engineer. (reg in this
stRte)
$how aII design load6 r-tsed in the design o{ this hutilding on the plans. (Fnow, r^rind., 6sismico live,etc. )
F'rovi de the complete wind degi gn calcLrlations with all load and load combinaticns for all mernbers and connections. -- Chap. 23
Only one f irepl.rce per unit that is wood burrning.
Elev, mngt be in a thr sha{t with vent at top as per
c(]de.
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.This ig a {ast tFack Ferrnit and s new set of Flans with Elec. ,FIumb.,and correctiong is "to be eub,nltted
be fore freming .can gtart.
15
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Prolecl Appllcatlon
Project Narne:
Project Description:
Contact Person and Phone ,^... P I
Owner. Addr$9 and Phone:
Architect, Addr€ss and Phone:
Legal Descriplion: Lot Block Filing Zone
Comments:
Deslgn Revlew Board
Date
Motion by:
Seconded by:
APPROVAL DISAPPROVAT
Summary:
Date:
{
sun Approvat
o o
.a-.n'Q Project Application
Date
Proiect Name:THOMPSON RESIDENCE
p/^ia^r r-laq^rinri^n. NEl.l DWELLING UNIT + CARETAKER UNIT
conract person and phone CURT SEGERBERG GORDON PIERCE
Owner. Address and phone: JAI'IES TH0MPS0N
6916 EALTII"IORE DR. DALLAS. TX 75205
Architect. Address and Phone:
ption: Lot 9 , Block 3 , Filing U^ VAI IFY lc+
a
Legal Descri
Comments:
zone o/S
Design Review Board
4/2e/87
Date
Motion by:
Seconded by:
DISAPPROVAL
tJ-,n tL/Summary:
'), ,'? o' r (e L
Town Planner
"/G (l ;7 -nat. -: / "
E Statt Approval
. _--1 {Project Applicatlon
( 1.a- t.,E"-'Project Name:
Project Description:
Contact Person and Phone
Owner, Address and Phone:'-) o,
(, ,i t L 'l il.,1,,')4. 0., ' r-.
1-). i a 4
--J -- , ['- \// -J __:- \_' .
Legal Description: At ? , ilock 2.b/r, .f f/*{/l , zon" 4/i Filing
Com ments:
Design Review Board
Motion by:
Seconded by:
"j '-)APPROVAL DISAPPROVAL
., 1
*r,,9 ' i "ts.,i , t irr J. :, f.\,.A,r,
Sum mary:
l-"/ i /.,1 -.,,\j r,i-.o__l-v
Town Planner E statt Approval
o t
v
\f o{o ry
Rlcordcd at
Rcccption No.
No. 912A. Rev, ?-t4. WAnRANTY DEED (Fo. Pllolorr|plk n .!rdl
2821-V
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B..dtord Publilhirr, JE:s w. eri r'.., Uato*ood, CO r02la - (yB, 2lJ'6900 tGtJ @
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THIS DEED, Maoc rnis 31st
19 86, between LAWRENCE K.
AND LANCE V. LARSON
of rlrc ' County of
WARRANTY DEED
day of December
LARSON, FREDERICK A. LARSON
ald Statc of
whose tcgat adaress isc/o Thompson Petroleum CorPoratlon 4500 Republlc Bank Tower,
Dallas, Texas 75201 Texas
of thc County ot and Stare of GiIlIo, grarlcc:
WTTNESSETH' That th€ grsntor for and in consideration of the sum of
TEN DOLLARS AND A}[lI OTHER GOOD AND VALUABLE CONSIDEMTIONS----------------BOLLARS'
th€ Eccipr and suffrciency of which is hclrby rcknowledged, has granrcd, bargained, sold and conveycd, rnd by lhcsc presents do€s Srant' barBain, scll,
convey and confirm, unto rhe grantcc, his h€irs and assigrs forever, all the rcal property togelher wiah imprwements, if any, situate, lying and bciog in the
8rd State of Colorrdo dcscribed ss follows:
L2, LITO 1n Book 2L7 at Page 619 as
Date:
$....J.6.,.AQ
Eagle CottntY
Stal,e Doc. l-ce
q*frrtdoex* o(drtrfr!*
T.:T
-.IOCETHER with all and singular the hercditamenls and appurtenonces thereto bclonging, or in anywisc sPPertainins' ard thc Gvcrsion rnd
rclersions, rcmainder and remairdcrs, r€nts, issues and profits thercof, snd all the eslate, right, tille, intercst, claim and demand whatsocvcr of thc
grantocleither in law or cquity, of, in Bnd to the abor€ bargaincd prcmises, with the hercdilameoti and appuracnances
-:TO IIAVE AND TO IiOLD rhe said prcmises above bargained and described, with the aPpurtcnanccs, unto th€ Brantce, his heirs and assiSns
forevct, And the grantor. fur himsclf, his heirs, and personal representatives, does corenant, grant, bargain, and agrec to and with lhe granGe, his heirs and
assilns, thar ar the time of the enseating and delivery of these prcs€nG, he is w€ll seized of the premiscs above convepd, h:s good, sure, p€rfect ' absolutc
and indcfeasible estate of inheritancc, in law, in fec simpl€, Bnd has good right, full power and lawful authority to grant, bargain, sell and convey th€ samc
in riannlr lnd form as aforcsaid. and lhat the sBnle arc lree and clear front all fornrr and olhcr Erants. bargains, sal€s, liens, taxes, asscssmcnis,
cniumbiances and rcstrictions of rrhatcver kind or nature so€vcr, except eagementSr festflCtLOnSr feSefVaElOnS and
rlghts-of-,rays all of recol-d and real ProPerEy taxes for the year 1986, nor
yet due or payable.
Th€ granror shall and will WARRANT AND FOREVER DEFEN D thc above-bargained prernises in ftc qui€t and p€sceablc possession of thc 8ranlcc,
his hcirs and assigns, against all and every pcrson or persons lawfully claiming the wholc or any part thcreol The singular numb€r shall includc thc Plursl'
the plural the singular, and the usc of 8ny 8cndc. shall Pe applicable to all genders.
na3 rhis dccd on the dale set forth
Callfornla
&iE$lJ,!i"nro,, -a JAIIES CLEO THOI{PSON
OFFICIAI. SEAL
LEE SIMON
t'tolAaY PUBl.tc - CALIFOnNIA
r.os rutcftEs C0UlirY
Lly c;mm. explrrr AUG 10, 1980
'lf in Dcnwr, ins€n "Cily ard
Jt counry of Eagle
t1a?r o fi"tt -:plocK 3
letl vnr,rrv FrRST FTLTNG
lctonnruc Eo the naP recorded i'l,ay
,Iiedeption No. 113192.
!d-
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Callfornla
STATE OF'GEX'OII
I .. countyor 2.5 A-goaqrrJ"
Thc forEgoing inslrumcnt wss eknowlcdtcd before mc in lhc county o1 Zo 5 4 t f &
Gi|talxff, this 3lst dryof Deiember , 19 86 , bv Lawrence K' Laraon' Frederlck
callfornia Larson and Lance v. Larson
My commission expircs t - / I ,I n Witncss my hand 8nd official scal.
, S!rt! of
A.
j0tiil!{lTIE FlllLLlP!
€AGLE CTY' ll[CORDt:ll
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I NTrP.- pL_PARTHENTAL REVr El,J
r r{UJ EL I :
DATE SUEI'IITTED:
'{
9 I
COI"J4ENTS NEEDED BY:)
BRIEF DESCRIPTION OF E PROPOSAL:l2)v2 o.'/tt
K{/'-Y-u,\
fn g //'k*a[' '
,.( ,y)
W:
FrRE oEPARTMENT r.. i I /
c-tzuo€\ Unr.Uectev €€zuK€* Cnu
Rev iewed by:
Revievied by:
Comments:
)
)14 - ? ^v*'
POLICE DEPARTI.IENT
Da te
Reviewed by:
Cor-;rents:
DATE oF PUBLIc HEARING 4 /lt- 3I c :'
---1__-
PUELICI{0RKS ^ ./
Revierr,ed by, K*/- outelLdZ
tu/ ('/ c r't t 1/a.n t Ft c z+ //d 'J'
7/L /Vr-'{VS 6T-2 t; >-' a -
latrcc /*16 To TB7 /a Eot€
2ttue taa €Zq, -/4, r. t4<
P.ev i ewed
Ccrrnents:
/ /1/€
Conment
Date
75 south t.onlage road
vall. colorado 81657
(303) 476-7000 oltlce of qommunlty developmenl
April 22, L9A7
Mr. Curt Segerberg
Gordon Pierce, Archtects
l-000 South Frontage Road Vail, Colorado 8657
Re: Thompson Residence, Lot 9, Block 3, VaiJ. Val1ey First Filing
Dear Curt:
on April L5, the Design Review Board gave preliminary approval to the design of the Thompson residence with the understanding that the st,one on the north side would be studied and several window changes considered. We wish to remind you that only one fireplace may be a
wood burning fireplace.
Bill Andrews, Town eng'ineer, reviewed the project and is asking for a preliminary title report and spot elevations on the driveway. He stated that you must be prepared to bore under Vail Valley Drive for electrical service because Vail Valley Drive has new paving and the
Town does not want the road to be cut. We understand that the dwelling will not encroach onto the utitity easement at the rear of the lot.
This project is scheduled for second review on April 27.
Sincerely,
&i,r4'/,L Betsy R/6o1ack
Plannin'g Technician
Ltsr
hompson
OF }IATERIALS
Residence
$H,.05=!i3iFfli"'
;liif;l,i?3ft,;;"
The follorving information ls required for submittal
doard before-a final approval can be fivcn:
A. SUILOIIIG IIATERIALS: TYPE OF MATERIAL *
First
rr-vaEe re s
Roof
Siding.
. '. 0ther tlal'l ilaterial s
Fascia
. Soffi ts
llindows
. llindow Trim
Doors
Door Trim
'Hand or 0eck Ra.ils
Flues
. Flashings..
Chimneys
Trash Enclosures
Greenhouses
0ther
LANDSCAPTNG:
PLANT .I.IATERIALS:
PROPOSEt) TREES
Botanical llame
Prea Pi.ngenus
Cornmon llame Quani ty
Colorado Spruce
'l^
Aspen
B.Name of
by the aPPl icanL to the Desigh Review
COLOR
Cedar ghakes
I'x 6 cedar Warm grey
Stucco Tan
2x Resawn Cedar Ebony
1x6T&c
Lx 4 Resawn Cedar I^larm grey
Full.'glass Warm grey
lx4ResawnCerlar:llarm grey
1 x l stee1'tube Dark qrey
MetaI
Metal Pa.i-nt to match -
S t ur:cn :an
* Note: Exterior ma-terials and colors to match
Bishop Park Development.
Des i gne r:
Phone:
10t-0"
1'' t_0 "
4(!
4
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z,t/Z\ e'4.'\
EI(ISTIHG TREES TO
8E REr1lOVt()
None
t
I
for deciducious trees. Indicrte
Gordon R, Pierce, Architect
rlndicate caliper height for conifers.
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Quani tv I ''.PLA,'lT t{flEf,l&S:
(ccn'31 r 1
Eotanlcal l{ame
---
Corunon llame .-
Juniper 20
.--.?-
Size .
5 qallon
--
.r-
sllf,u85
Junpier Canumns
-T--J.
EXTSTII{G SHRUES
TO BE REMVED
I
Ndnd
t_
Hydro seed .vrith Bluegrass
-
Touare Footaqe
4,000 so. ft -
' in' areas designated ts native girass
Canadian Bluesrass 5,000 ' sq. ft
s00
SEEO
Toro,/Turf sprinkler heads \^Iith alltonatic
tj-mer systern designed and. i-nstalled
TYPE OF
NRIGATIOII
TYPE 0R UnnOO Or
zuslofl coflTRoL
by landgcape contractor.
0fflER' UIIPICAPE FEATURES (retaining walls,
t'Courtyard .iallj ( st6ne)
fences! sr{iruning poolsr etc.) Pleas3 Specify.
t'
-"/ -
./t.
a, ,,,a
a'ra
a.
t'
Uf,ILITY LOq\TION VERIFIC.\TION
SUEDIVISION
,l0B llA\E nh.'.p".'" n."ide"c
[07 BtocK 3 FILING Vail VaLl-ev First Filing
ADDRESS vail vallev Drive
Tlre locctton
lines, nust
acconPanyins site plan.
of utilities, whether they
be approved and verified by
be main lrunk lines or Proposed the follouing utitities for rhe
Da te
llountEin Bell -'l;{tt. rDg9
llestern Slope Gas, \
Harry Moyes
Public Service Company
Gary Hall
Holy Cross Ele.ctnic Assoc.
Ted HuskyTMichael LgEIE
Yail Cab'!e T.V.
Gary Johnson
Upper Eagl e Val I ey l.later
anri Sanitation Discrict
Oavid Krenek
2*ar
?/1/
Authorized Siqnature
h)L-.s.J5h%dd!
fu, ' .r'
A"*q &atz,t +z- /;'/""/-//'fttt?
N0TE: Ttrese verifications do not relieve the contractor of his
responsibility to obtain a stree! cut permit from the
Torm of Vai.I, Depcrlnrent of Public l'lorks and to obrcin
utility locations before digging in any public right-
of-way or easeneng in the Tovn of Vail . .{ building pernit
is not a street cut pernir. A street cut pernit urust be
obtained segaratelY.t
t
Ttris fom is to verify serrrisc availablity and location.
This should be used in conjuncrion uich pre.oaring your
utiliry plan and schcduling lnstallations.
:t'r J 01 a o
ftr
2-303
I {.{
/1f '/ - ysr3 ,ltr*/)
lV ?-
-s-o ^.{,
\, *f ,-h {" ,l--.'-+rc^ Z/l/
n-1r-n
^./ /*.2
( onu
" J,)
'ftnq Yor(
6''t-
1A / l{.
L
-s-
l\/:
f ,*r
,f vT' -
Ytss
ha-r-
6 4 taz4 /..1 &<e-z) ;fr" .^4f-0.fi -
'-n-\^ - )ra-\ko\'*l,e'
\lv
!-t't
ADDRESS:
0l,lNER
'ATE: 4 /, lf 1
LEGAL DESCRIPTTOX: LOI a Block 3
ZONE CHECK
FOR
SFR, R, R P/S ZONE DISTRICTS
Phone
Al I owed
(30)(33)
/s-:.3
20,
15',
15'
(30)(50)
(3oo)(600)
(eoo)(1200)
(50)(1oo)
/tE\ /trn\
(2oo)(4oo)
Slope Actual
-r- |\,tot1 ,:-
. ,"t, ,/rr;ng U ^J l/ d-1.J"1 / s I
one
ARCH I TECT
ZONE DIST
PROPOSED USE
LOT SIZE
Hei ght
TOTAI GRFA
Primary GRFA
Secondary GRFA
Setbacks: Front
Sides
Rear
l.later Course
Site Coverage
Landscapi ng
Fence/Retaining Wal I Heights
Parki ng
Credi ts : Garage
Mechani cal
Ai rl ock
Storage
Solar Heat
Dri ve: Sl ope Perm'i tted
Envi ronmental /Hazards :Aval anche
Proposed
??
r?.-\ .
L/ ) ,6 , ,4":-_
--.-i-'l '1
7+i-,a\(J-si)
6oo
qv
a
*8
Flood Plain
Sl ope
l'letl ands
Geol ogi c Hazards
Comments:
Zoning: Approved/Disapproved
Date:
ffi
o APPLICATIOil oRtE, Stth 30' 1e87
..
I"TTTHIS APPLICATION t'tILL NOT
;.I. PRE.APPLICATION HEETING:
OATE OF DRB }IEETIfiG:
April 15, 1987
DRB APPLICATION
BE ACCEPTED UNTIL ALL INFORI.IATION IS SUBIIITTEOTTTTT
Private residbnce
.A pre-application meeting with-a planning staff member is strongly suggested to
,'Jeliirihi ii-ini'.Jaiiionat inforiration is needed. No application wi]l_!:.1..up,.d
. unless lt ts compi.iu-irrtt include all items required Uy ttre zoning administrator).' ii'ii-g,i ippiiifii;i iespontibility to make an appointment wiEh the staff to fittd
',,out'iooiii iliiti.-tiit-suumittal requirements. Please note that a COI'IPLETE applic:-
iton will streamiine ttre approval process for your Proig!! by decreasinS. the nunber . of condirions oi'iii.irit tlrat the'DRB rnay sti-pulatL. ALL condiLions of approval must
be resolved before'a building permit is issued'
A, PROJECT OESCRIPTION:
8. LOCATION OF PROPOSAL:rn vil&1
I Vail \l*lJ-a#b Address
Legal
Zoning
Oescri pti on Lot 8l ock Fil in9 First rilinq
C. NAI.IE OF APPLICANT:
Address
alt re Drive
DalLas, TX 75205 telephonezrel6oo
Gordon R.Pierce, Architect
D.Ml'lE 0F APPLICANT'S REPRESENTAT[\lf ; Kurt seserbers
Address 1000 south Frontage Road tiest Vatl, co telephorte -476-4433
E. t{A}lE 0F 0!'INERS:James Thompson
James Thompson
Frontage
Signature re Drlve
Dallas, TX 75205 tel ePltone 214-361-1600
Address
$ 0-$ lo,ooo ll0,00t-$ 50,000
$50.00I .$ 150,000
$150.001 -'$ .500,000
$500.001 - $l,oo0,0oo | 0ver $I,000,000
THPOBTAI{T IIOTTCE REGAROING ALL SUBI'IISSIOIIS TO THE DRB:
People who fail to appear
neeting and who have not
republ I shed.
In addltlon to meetlng submittal requlrements, the_appllcant must stake the slte
id indiiatC pioperty llnes and building. corners. Treel that ytill be removed
inouiC itio be ireriiO. This work must be completed before the DRB visits the
al t3.
The revlerr grocess for tlEtl BUILIIiIGS vlll normally involve tvo separate i-"e3ii.19s
ii-ttri Oi:i'Sn nivieu Board, so plan on at least two meetings for their approval.
before"the [)esign Revierv Board at their scheduled
asked for a Postponement vrill be required to be
::
F. DRB FEE: The fee wtll
VALUATION
be paid aL the tirne a building
FEE
$ 10.00
$ 2s.00
$ 50.00
$100.00 ' $200.00
$300 .00
perrnit is rcquesied.
l.
?.
3.
B€corded
Xcception 23
'TEIs DEED, Mede thfu 3l-st day of December 19 86
brtween James CIeo Thompson
t
tgXsgol tlte
County of end State ot dolol&J, of the tlrgt p8rt, arrd
Thompson Petroleum Corporation ' a Texas Co
of the Coulty ot gnd Statc of
Texas
$olol$1, ol the eecond part: hrhose address is: c/o Thompson Petroleum
Corporation, 4500 Republic Bank Tower. Dallas, Texas 7520I
WITNESSEf,E, ltat the eald part y of the firgt part, for and in consideration of the sum of
Ten Dollars and Any Othei Good and Valuable Considerations DoLLARS
to the raid p8!t y of the flrat part in hand psld by latd party of the second part, the receipt whereof is
hereby confeased and acknowledged, hs granted, bargained, sold and conveyed, and by these presents do
gra,nt, bargain, rell, convey and conlim, unto t.he aaid partf of the gecond part, heln and assigr! for-
ever, all the following degcribed lot or parcel of tand, situale, lying and being in the
35t9
F,
J0ilNHtiI5 f lilLLlt,(.
TAGLE U I Y. RECONtIt h
,ln 3 4 ee PH'87
rat ion
County of Eagle
LOT 9
BLOCK 3
VAIL VALLEY
ACCORDING tO
at Page 51.9
and Stete, of Golorrdo, to wlt:
FIRST FILING
the map recorded May 12, L97O r in Book 217
as Reception No. 113192.
lt)
d
Courrty
Doc. Fee
TOGEIEER wtth dl and ringula,r the hereditauente and appurteaences thrret belonging, or in anywise
eppcrtrblng, and the reverclon and reverelonr, remolnder and remainders, renta, issuer and profits thereof, and all
th€ Gltate, right, title, interelt, clalm snd demsnd whatsoever of the eaid Part of the first part, either in law
or cquity, of, in and to the above bargained premises, with tfie hereditarnents and &ppurtedances.
TO SAVE AND m EOLD tbe aatd premiser above bargained a,nd describ€d with the appurtenances, unto the
eeid part
for
ol the second part,heira and asrigna forever. Ard the said part of the first part,
eel heire, erecutors, aod adminlrtratora, do covenant, gra,nt, bargain, and agree to and
with the aald part
of theae pres€nt3,
ol Ore recond part heirs and aesigrrs, tlrat at the time of the enrealing and delivery
well reized of the prernires above conveyed, as of good, eure, perfect, absolute and
laddeasible eetate ol inheritance, ln law, in fee eimple, and ha good right, full power snd lowful authority
to grart, bargain, sell and convey tbe aa.ure in menner and fora, as aforesaid, snd that the same gre free and clear
from all, fotzrer and other granto, bargains, aalea, llenr, to(es, assessmenta and encumbrances/of l*t*ltfl Yilil l,
d"Mq*l*l|4 and restrictions of r,,rhatever kind or nature soever,
except easements, reStrictions, reservations and rights-of-ways
all ;f record and real property taxes for the year 1986' not yet
due and payable.
end the obove bargained premirea in the quiet and peaceable possesaiol ol the aaid part of the second part,
hdre a^nd asrignr againat all and eyery perBon or persous lawfully claiming or to claim the whole
or any part thereof, the Baid pBrt of the flrgt Dart sha[ and will WARRANT AND FOREVEB DEFEND.
IN WITNESS WHEBEO4 tho aaid part of tbe first part ha hereunto set hand
and real the &y and year llnt obove written.
:e Cy'-al4*.u*r)",,,
Cleo Thompson U
STATE OF COLONADO,
County of Eag le ]".
1l'ba fongoing lnrtnrmont wre ackrowledged belore me tNs 31st
rg S5,byJames CIeo Thompson
MY co'nmlrdon a-I'lrer
day ol December
pfuftct
il. "''
t
' 1t-
. !'tr
tlllaNlf DID-Lt ?Lt at.tu. h..ta-Arrdte.{ hULLflf Oo,, fdl&lC StoEt 8trr.q, DGr.r. Ooton& _?_?6
l)'rJt-J
Date:-6-
s /--at.
o , -,\(a LiSJ '' q d1
a.llt
^)^hh
4qqt{. (W^D
n*+1o+* "\
r*r(*t* u)
d6,t* a.t,;)
EtoTbu WA
\;t (t^^^,, aq ez-
,-a@ n)
*!J*')
$fuh naL)
zqQ(^M)zr+(Ml*t\
@o4(4ony\Mbh*o$
O'o-^--K -- to f f.-- 3j
L q515v
J:*:T
1s-zr
-- to,1
s s- ?.-1
lr :-4
o o
--.f F E
$
$
$\l \tl -{r I
{r
s
$t I
\+d
N
ts \:
\{\
6t
$
$
GORDON R.
PIERCE , ARC
TITOMPSON RESTpENCE
COMMITMENT FOR TITLE INSURANCE
ISSUED BY
and Stipu lat ions hereof.
Cou ntersjgned by.
j ; ! j:.:.,:\ri. j ,'; ,.,-l: tjF [,A.GLe COUi: l'/
vAlL, t-lo 61558
City, State
L 014 7I
STE.wAFlT TITLE
GUARANTY COMPA NY
STEWART TITLE GUARANTY COMPANY, A Texas Corporation. herein caned the Company, for
:i'^1*l?^t:",tllt::.t,on; trerebv commits to issue irs poticy oi poticies'of iiiiu inrrrun"". as identif iecl in Schedule A, in favor of the proposed Insured named in s.ieorrq n, ut;;n;; o,. mortgagee of the estate or interest covered hereby in the land described or.referredgo\in s.r'.Jrl.i, rpon payment of the premiums and charges therefor; all subject to the provision, ot$qrrLr nl"o B and to the conditions
This commitment shall be effective only when the identity of ttre pr\posed Insured and the amount
:lJ:..":?1,:y,::::i:::"::::i1y!.1o1 nave.{etq inserteo in s.r,.o,lu n-he,eof by the company,either at the time of the issuance of this commilry\r uv *[ruqr."i;;i;r;;.;r. ' '!"' vv"'Po.'v'
This Commitment is preliminary to the issuance "t\.n policy or policies of title insurance and all liability and obligations hereunder shall cease and terrlilaie ri"'ronir.rr urilr the effective date hereof or. when the policy or policies corr{'nitted for shall iss}e, whichever first occurs, provrded that the failure to issue such policy or. poligi\s not the fault of the Company. rtris commitment shall not be valid or binding until countersiOneO'01.\uthorized officer or agent.''
lN wlrNESS wHEREoF, the comp\\s caused,-this commitment to be signed and seated, to become valid when countersigned by an alfhorized officer or agent oithe Company, all in accordance withitsBy-LawsThisiommitmentiseffectiveasoithedateshowninScheduleAas,,EffectiveDate.,,
s'l'E\Vr\lt'f TITLE
GUARAIITY COIIP NY
165 25M a 86
seriarNo. C 1501.
SCHEOULE A o
"ot,-.n, Numbers Order Number:
1. Ellective dal€:i rj i;i. 1:: I
Amount ol lnsurancs
, i,,l.t / rliJi.,. itii
i-' .r .: i ':-- t. i .
I ir ilii r:.,,2. Policy or Policies lo be iss{red:
A. ALTA Owner's Po|icy
Proposed Insured:
,l ,lltj;; i: [,Ut' 'i'[ l, rl'li i':r.,]{
B. ALTA Loan Policy
Proposed Insured:
L,.ii 'liil:;l l{..'bl t:.
4, The land relsrred to in this commltrnent is desctibed as lollows;
rr\,.:il't'. r.,,'.1 : li
\
The estate or interest in [E land described or relrrred lo in this commitment and coveted he]ein is lee simple and tifld thereto is al the ellective date he.eo'
vested in:
' : i i"r iil:i t iili,ji l
'l;:i''ii1.i'r'l
,.: rr I i..: 'l'j i i, . li, i. Ill'.
.t. lllri,i,ii l;l
STE\d.AR.T TITLE
GUABANTT COI' 'AIIY
li r+ +-
Aulhofl zed Counto.egnatuae
16s2 (25M 6/8s)
Page 2
Order Number:
SCHiDULEB-sectionl
Requirements
Commilmenl Number:
!.
The following are the requirements to be complied with:
Item (a) payment to or for the account of the grantors or mortgagors ol the full consideration for lhe estate or interesl
to be insured.
Item (b) Proper instrument(s) creating the estate or interest lo be insured must be executed and duly filed for record,
lo wrt:
i:,x:,.:r.tt. i,:tr ,.il' ..tf .l'.i,j'nr; i i. ..r t::. lj,,:liL:i, oru, ,,irlti ltt,.l :jr.lr i,r"]' i;i1:r ,.r'i,-1j
t-'y it:e';ar 1 'l'il.'l e Gr-tirt..iittl-.i t-'r-'p1p33ty
Elv j-r,(*:r i,:,t gal-i-Ii{.1tjL,:'r'y ti, jli t..*;;.1 r. l: 'l'lt. l,: rJrJ.:irilrl.lr i.".,uf,.,rlty t,lr.lt
i-.hC real f 3t;.-1.L€: L.r',:rri::f i,'r l- tr jr ir!: {.c..;:;rjrjd bt l. rr',' 'ili-"-tr '.'i i.'. i I ir.:g
L,,jrtn Faid rif' l..li;:r L L ti.: l.t'.-rrr:,:rr:l-. j.irtr t:-; ;.r krrruir l-. i t ,-ii'.t l':ri,J tl.'i.
-;, Lj-.r*r-'r,rt.ir;r11 u[ C+:rLIf lr-:al:icrrt - l:]rrLi. l-i.'fr..rri-;f ...s.r-,r'.'[t.,-li,.ii.,ii{:rl
'.llr'.rrrrf eror .:i.rirl its r*t.t.rrr'r L,..r l.lii; '-,l- i [,:'- .
L-rr:"..,:l it ':'ltt i.r,:ri.il,-1,1 (rnjtrL-[ , i-i!:ri- lrtg i r..':. ,', irtr!, l'.' l:. j. l.. I'.: irr
!.r-rr,,rir.i1s.njr,'( s i - Ni.il't: I ili,,'i'i:,_'J'Ii,rli r-rtll1 lU t,t::i-ia,!, irl.,l.'l-itj;-];: ir!i' 'ftlfi
r.;l.i+l'fEL i.it.tjj'f .".-frf *rriFl rrt,l 'fllt; t.,ill,t^, :1ii F):];t l:t.';;' t'.1"11iti,.,''fiil'i' 'it-r
:::'1"j,'l'!_r'll[: rirj F[]_'(rF.I-'{i.li.- +1" LiE:f:;i.iij i.-- , tr;:; ]},,,-1,_.itr:r L.lr.
s'lf'\l'AR.'r.'f ra'LI'
GUARANTY COMPAN Y
r653 (25M 6184)Page 3
SCHEOULEE-Section2
Exceptions
:,i.-,,1 [ -'!;
Order Number Commitment Number:
The policy or policies lo be issued will contain exceptions to the lollowing unless the same are disposed of to the
satisfaction of the Comoanv:
.l . Rights or claims ol parties in possession not shown by the public records.
2. Easements, or claims of easements, not shown by lhe public records.
3. Discrepancies, contlicts in boundary lines, shortage in area, encroachments, and any facts which a correct
survey and inspection of the premises would disclose and which are not shown by the public records.
4. Any lien, or right to a lien, lor services, labor or material heretofore or hereafter furnished, imposed by laur
and not shown by the public records.
5. Defects, liens, encumbrances, adverse claims or other matlers, if any, created, first appearing in the public
records or anaching subsequent to the effective date hereol but prior to the date the proposed insured acquires
of record for value the estate or interest or mortgage thereon covered by this Coryrnitment.
,iti; .]tl1l .-1 .l | ,1111,,-...i'-l l.-r.i,L:- iii,i r:..,. ;r:.til, iil i.. rrr,l ttir :11 '1, 'lr,' 1r' ,l
l ir * + -r ['- :-. .
'llli.: ::l ti-'i.'t ,il ! 11,-'1r11;1'.11y:
,'.if1,lj l r.r.:rl trl.,i/ 1 i. t.t."' II,rl.r'-i ,li,.!.t.ir-'l. ,ii itr,. l,i:. l',tt ttt
r ii;r.L i.'1.j;. ((f i Il-. ."1.L ,::.i ,
I r'jlri- ,-,1 -'.ri t ,.'t -l 11.:'11r. -'
' ,l : i,-.-' i.it r r I. r;,1 ::i i-.,:t l-,- .- r,A:.,
ll
!'
Exceptions numbered
r654 (20M 6/85)
t lr irIr.a- ,J'
l.,rl; :.,.t i
t t,' ."r1.:t
'.!t ,rl lr..t
l-'l i lr ji ,,': l,;
i.. :,i i ...-.1
t ttl i .'J' .
J | '!. i :,t l'7
: , I .rlr.'rrl
,rr,i .1 .r. 1.1,.:
I !,. rrri ii r tl.r
t ", ',i,1,,'i
ll, j r':i. r!,..1!r!,(. .j,', i.-i!.r: ^,, ;,;.,.,i.(\
l l: ,'. ' ir .i.1_. . .. :r l
i.
Fr ri 1..,t 'i:rr | '.1.r I lr';,, ltr..rl.
-:i. .ri ['.r!-1,..r i:, l,t ,r,,; !-,;:, r-1..! 1',1 1
.; , jii t,,!,1.. r-rl ;. L i! J ...t...,'rrt, tii
:-..1 t,-l | '.-,1- .
l:-r I r rr-rl- r-tt-,rr itr;1,.J.- ..:rtr,.[ '.ri t
I I rri--,
i 1-111t.. .,1 il,', r: :.i,,.tr ',rr ll,,
l.' t. litr,J t,,.,:t'1",1 lir- i , i-tl tir
1j,,, ll .t '.1 .
l1rrr,1 t;r i l',. iir'i l'.i.''r !; 1..r,l I i ii
I t l.:' ,'rt,,:lit: !ii, r!,rri-.i i.! : ;'r,...i. i I
!,1'l , rt, | ','
1l i r.-i . !".
.! r':, ir;
I l'' i ;' 'r
t. 1. r !
'I
| ..
i:1..':..-.ru"'rrl.. ,Jt.1tii.F-rl i,; ,,-.rt, !l.1i. r rl,i .... lri i i! i.,l Irt:.i r r, i i.-.
Iii:.i.t,ltrr, tri t..,.:r'I,i'..i i i , i , r i r j ' . l t
' . r lrr i; .,,J, .ii "i Itj' ,il-
'[',, r iil,.. 1. ,..,lrrl r i-. t,.lr:i, , r'.:-.-1,..,1 i.'|l... ,1tr{1 .! ii.r.t lril, :. (: ',.rtl rtlr I iil
i:1,'i-1,,-'l i,.r': t.',-r.;: !r.!tr: i:i :'i '.i.rl i, .rlll,- :'l,.ri''it i!I,I,|Ir r,,.'-,,t'1,,.1 ii;1 I ,
i t.r.t r.r, l!.r'.,1". ,: I, .,_L i.._r',;': .l tt" 'i1'- l.'....,.1,1 ,,.i1 I1,,, ii...t.'-.,
are hereby omifted.
STE\'V'AR.T TITLE
GUARANTY COXTANY
Page 4
a
1.
2.
CONDITIONS AND STIPULATIONS
The term mortgage, when used herein, shall include deed of trust, trust deed, or
other security instru ment.
lf the proposed Insured has or acquires actual knowledge of any defect, lien,
encumbrance, adverse claim or other matter affecting the estate or interest or
mortgage thereon covered by this Commitment other than those shown in
Schedule B hereof, and shall fail to disclose such knowledge to the Company in
writing, the Cornpany shall be relieved from liability for any loss or damage
resulting from any act of reliance hereon to the extent the company is prejudiced
by failure to so disclose such knowledge. lf the proposed lnsured shall disclose zucn
knowledge to the Company, or if the Company otherwise acquires actual
knowledge of any zuch defect, lien, encumbrance. adverse claim or other matter,
the Company at its option may amend Schedule B of this Commitmenr
accordingly, but such amendment shall not relieve the company from liability
previously incurred pursuant to paragraph 3 of these conditions and stipulations.'
Liability of the company under this commitment shall be only to the named
proposed Insured and such parties included under the definition of Insured in the
form of policy or policies committed for and only for actual loss incurred in
reliance hereon in undertaking in good faith (al to comply with the requirements
hereof, or (b) to eliminate exceptions shown in Schedule B, or (cl to acquire or
create the estate or interest or mortgage thereon covered by this commitment. In
no event shall such liability exceed the amount stated in schedule A for the policy
or policies commifted for and such liability is subject to the insuring provisions and
the conditions and stipulations and the exclusions from coverage of the form of
policy or policies committed for in favor of the proposed Insured which are hereby
incorporated by reference and are made a part of this commitment excepr as
expressly modif ied herein.
4. Any claim of loss or damage, whether or not based on negligence, and which arises
out of the status ol the title to the estate or interest or the lien of the insured
mortgage covered hereby or any action asserting such claim, shall be restricted to
the provisions and Conditions and Stipulations of this Commitment.
S'l'' E \Vi\ R.'I"t'' I T L E
GUARANTY C O ITTPANY
All_notices required to be given the company and any statement in writing required to
be furnished the company shall be addressed to it at P.o. Box 2029, Houston. Texas 11252, and identify this commirment by irs printed COMMITMENT SERIAL NUM-
BE R which appears on the bottom oJ the f ront of the f irst page of this commitment.
3.
Page 5
to ?V 1s
PERMIT NUMBER OF PROJECT
'DATE
READY FOR
LOCATION:
INSPECTION:
INSPECTION TOWN OF
REQUEST
VAIL
JOB NAME
MON
CALLER
TUES THUR FRI
-3loo
r /o-^
IZo p a r., <- z-t-f
BUILDING:PLUMBING:
D FOOTINGS / STEEL tr UNDERGROUND
tr ROUGH / D.W.V.
tr BOUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER " PLYWOOD NAILING tr GAS P]PING
tr INSULATION
tr SHEETROCK
tr
tr POOL / H. TUB
NAIL tr
n
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
D
tr FINAL tr FINAL
/t {lfhpaoveo tr DISAPPROVED tr REINSPECTION REOUIREO
CORRECTIONS:
READY FOR
LOCATION:
INSPECTION:MON .'\HUR-) FRI TUES
_t\
BUILDING:\ ,t t{ )e c-,\ \1
PLUMBlNG:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
fu'roorrrucs / srEEL -
"{ ,.
flrouruonrroN / srEEL FAs{ rl'L
tr FRAMING
r-r ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
D INSULATION
tr SHEETROCK
D-
tr POOL / H. TUB
NAIL tr
tr
tr FINAL tr FINAL
ELECTRICAL:
CI TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
tr
tr SUPPLY AIR
tr
tr EINAL tr FINAL
-v IPPROVED
RRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
fr
NSP E_q[loN_ REOIIEST
TOWN OF VA|L - . .
O.
DATE
PERMIT NUMBER OF PHOJECT
i JOB NAME
READY FOR
LOCATION:
INSPECTION:MON TUES WE9 THUR
6.
B
tr
tr
tr
tr
tr
tr
tr
UILDING:
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr
tr
tr
POOL / H. TUB
SHEETROCK NAIL
O FINAL tr FINAL
ELE
[''
rtr
trC
o_
GTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
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CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
,yAeeaoveo
,,'/ \Z CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
" , i {.r. :. :..4 ,t.rr-r'
lKctt,.-r li | /,
PERMIT NUMBER OF PROJECT
lr \ __'
I N sP E 9J[f *o $, RELo uEsr
ttolA I
DATE t-/ 0/t) | JOB NAME
INSPECTION:READY FOR
LOCATION:
.THUR
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH / WATER
ET FOUNDATION / STEEL
O FRAMING
n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
n
tr POOL / H. TUB
NAIL tr
n
O FINAL tr FINAL
ELECTRIGAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH I] EXHAUST HOODS
tr CONDUIT
n
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o
tr trNAL tr FINAL a e \PPRQVED
RRECTIONS:
I] DISAPPROVED tr REINSPECTION REQUIRED
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pER-Mtr NUMBER OF PROJECT TOWN OF VAIL . '
t , ---) -----ool G ^ llt-X t JoB NAME \ kora^2.'-oru K-.s,c\.a.r-p
MON
CALLER
TUES WED THUR FRI READY FOR
LOCATION:
INSPECTION:
BUILD!NG:
E}.f.OOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D,W,V,
tr ROUGH / WATER tr FRAMING
r-.r ROOF & SHEEB " PLYWOOD NAILING E GAS PIPING
O INSULATION
tr SHEETROCK
t'l
tr POOL / H. TUB
NAIL tr
tr
tr FINAL tr FINAL
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tr TEMP. POWER
MECHANICAL:
tr HEATING
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tr CONDUIT
n
tr SUPPLY AIR
tr
tr EINAL tr FINAL /'ffi-
\J/APPROVED
/ connpcrtorus,
tr DISAPPROVED tr BEINSPECTION REQUIRED
PER
DATE
READY FOR
LOCATION:
MBER OF PROJECT
JOB NAME
____€)@ PECTION: -
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
M uruoencnouruo
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
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ELEGTRICAL:
tr TEMP. POWER tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
DArE b-(l-tJ rNsPEcro
!\rq3
PERMIT NUMBER OF PROJECT
rNsPEcr*oN, $Fsuqs.r.
DATE 8 -r;-Er
-_t
JoB NAME \ V-.ou,?soP
MON ( TUES-) WED READY FOR
LOCATION:
INSPECTION:THUR FRI AM@
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER O FRAMING
n ROOF & SHEER " PLYWOOD NAILING D GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANIGAL:
tr HEATING
tr
tr
tr
tr
ROUGH
CONDUIT
F'iIAL FINAL
tr EXHAUST HOODS
tr SUPPLY AIR
PROVED
IECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
c
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' ,r'' ,a,-\7 |.*U tr; ; i'
rNsPEcn*oN, $FsuEeI ,PERMIT NUMBER OF PROJECT
o lz v /i 'l JoB NAME DATE
READY FOR
LOCATION:
INSPECTION:
BUILDING:
EI FOOTINGS / STEET
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL Drn
,(a
,4G (j
EP,
tr_
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tr
tr
tr
tr
tr
tr
OUGH / WATER
ROOF & SHEER
PLYWOOD NAILING ASPIPING#
INSULATION
SHEETROCK
POOL / H. TUB
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL
tr DISAPPROVED tr REINSPECTION REOUIRED
RRECTIONS:
oorE e,'- AS - 81 rNsPEcr
PERMIT NUMBER OF PROJECT
DATE B - A6- t) JoB NAME
INsPEcr*oN, Tf9tf Es.r
CALLER
READY FOR
LOCATION:
INSPECTION:MON TUES,,d-i\ THUR \-----"--------@ PM FRI
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH /WATER tr FRAMING
n ROOF & SHEEB " PLYWOOD NAILING ;EreAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL tr
tr
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL tr FINAL
tr APPFOVED '' dd.sepeRovED tr REINSPECTION REQUIRED
CORRECTIONS:
INSPECT
\ r. ,-REOUEST vAlL - .PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
I NAME
MON
CALLER
ES READY FOR
LOCATION:
(6
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
E
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER O FRAMING
n ROOF & SHEER " PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
O SHEETROCK NAIL. -.
\/ -- .h .**.. \ l
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER
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tr HEATING
tr
tr
f'l
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o
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Wr^.r*tr DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
rlru I
INSPECTION REOUEST
TOWN OF VAIL
'ttfu|,:;.
i/_6
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION: MON TU
JOB NAME
CALLER
,4 u
'/
THUR (@ t4?,,'/2r+ut
B
tr
tr
tr
n
tr
tr
tr
UILDINGT
FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
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FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION POOL / H. TUB
SHEETROCK NAIL
tr FINAL
ELECTRICAL:
tr TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
tr SUPPLY AIR
EY APPROVED .;
' coRnecfloNs:
tr DISAPPROVED tr REINSPECTION REQUIRED
..''
.t - /- '/-DATEIri'INSPECTOR
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l'
INSPECTION REQUEST
TOWN OF VAIL .\
REAOY FOR
LOCATION:
INSPECTION:t.\\-i-'
BU
trl
trl l ql
tri
Ell
trl
tr
ILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
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FOUNDATION / STEEL
FRAMING 6A
ROOF & SHEER tr GAS P]PING PLYWOOD NAILING
INSULATION tr POOL / H. TUB
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tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr
tr
tr
o
TEMP. POWER O HEATING
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CORRECTIONS:
INSPECT
"i c r...f i -
.' Fr -i ',t(
1'' l)t,
INSPECTION REQUEST
TOWN OF VAIL PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:MON
JOB NAME o ir.7' J;
THUR
I
WED
j i,._l
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEEF " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL
tr FINAL tr FINAL
ELECTRICAL:
O TEMP. POWER tr HEATING
tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL
APPROVED
CORRECTIONS:
:./,,)./,tr DISAPPROVED tr REINSPECTION REQUIRED
/./oor= .l'- // )t') rNsPEcroH
I
INSPECTION REOI.'EST VAIL , ,PERMIT NUMBER OF PROJECT
\ JOB NAME DATE
,MON TUES WED THUR READY FOR
LOCATION:
INSPECTION:
,.1 :{:"'
FRI - AJil) pM
VAIL
(,
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D,W.V.
tr ROUGH / WATER tr FRAMING
tr 19.9f^&ji:Fn tr GAS PIPING PLYWOOD NAILING -t,'.\ r.,tr INSULATION -,+-.-tr POOL / H. TUB
tr SHEETROCK NAIL
n
tr
ri
O FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
HGA., C.,re lir,,.r .j,,. \.u.c\ *(J
tr FINAL
-)
tr FINAL
ET'APPROVED
COBRECTIONS:
tr DISAPPBOVED tr REINSPECTION REQUIRED
'\ \.," .1 .t 1 / \ /\-\tt-J
PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
JOB NAME
/MON /'.'..--.
CALLER
TUES WED THUR FRI READY FOR
LOCATION:'-/ i
PM (r 4lc.'
| /'l
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH /WATER
tr FOUNDATION / STEEL
tr FRAMING
- ROOF & SHEER
" PLYwooD NA|L|NG tr GAS PIPING
tr INSULATION
KSHEETRocK
tr POOL/ H. TUB
tr FINAL
tr
tr FINAL
ELEGTRICAL:
tr TEMP. POWER
M
tr
tr
tr
tr
ECHANICAL:
HEATING
o
tr
tr
ROUGH EXHAUST HOODS
CONDUIT SUPPLY AIR
#,*o.-tr FINAL
,PROVED
RECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
PERMIT NUMBER OF PROJECT
DATE
READY FOR INSPECTION:
LOCATION:
;;,
tNSPECTION REQUEST
TOWN OF VAIL r '
R,. - (3il b')
t
NAME \
BUILDING:
tr FOOTINGS / STEEL
PL
tr
tr
tr
tr
tr
tr
UMBING:
tr FOUNDATION / STEEL
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER tr FRAMING
r-1 ROOF & SHEER - PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
\S
tr_
trF FINAL
SHEETROCK
FINAL
ELECTRIGAL:
T] TEMP. POWER
MECHANIGAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
n
tr SUPPLY AIR
D-
o prfiar-tr FINAL
Wtr^.r*T] DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
D^rE q= A8- 6J rNspEcr
'^ , -- "E r T1]:q-rt" !q.
1Vq<J-UIJ
PERMIT NUMB OF PROJECT
oarc /C
,rf' : , :66i" TtI*istil{wttlr$rl'i rif I - r '
( \''r;J'$r'r}' '
l.t
-
!-
INSPECTION TOWN OF
REQUEST.
-., rl /l
VAIL
1 JOB NAME
CALLER
READY FoR TNSPECIoN: MoN rUES wEP THuR , F;) ,'' flD pM
LocArloN: / J t --t l"/ o ,r' (rto-&')., D." "-"
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FBAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
tr
tr
tr
BOUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
APPROVED.-"-,tr DISAPPROVED O REINSPECTION REOUIRED
CORRECTIONS:
INSPECTOR
? Rq3
PERMITNUMBER OF PROJECT
READY FOR
LOCATION:
INSPECTION:
INSPECTION REOUEST
TOWN OF VAIL
CALLER
n,|oru (/rG\ weo rHUR FRI
BUILD!NG:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W,V.EI FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
n ROOF & SHEER " PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
POOL / H. TUB
ELECTRIGAL:
tr TEMP. POWEB tr HEATING
O EXHAUST HOODS
tr SUPPLY AIR
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
,*. t-/rrff1 rNspEcroR
I
/to
INSPECTION TOWN OF
J \)rt
REQUEST.VAIL .t;
DATE
READY FOR
LOCATION:
JOB NAME
INSPECTION:6o"- (^") PM
)
a_t CALLER
TUES
(
THUR tj
PERMIT NUMBER OF PROJECT
EUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
tr POOL/ H. TUB
tr
tr
tr FINAL
MEGHANICAL:
tr HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr
ifrifrnr-tr FINAL
t-b nppnoveo tREtNSPEcttoN REeuTRED ISAPPROVED
CORRECTIONS:
i1
bt --
'./'n-,' .r'?-d,
.L /'li
INSPECTOR-DATE /2 -///^ xz
4-t '' 4t on /"-
CALLER
TUES WED THUR FRI
l,i ,
INSPECTION REQUEST
TOWN OF VAIL a I
L#1. --;-', eu
I
a
READY FOR
LOCATION:
INSPECTION:
R OF PROJECT
JOB NAME
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
r-r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL
ELEcTRIcAL: -lz^f,\' .^ g;-._\e,L;
tr rEMP. PowER -Qi,.JJ tr HEATING
tr EXHAUST HOODS
C] CONDUIT tr SUPPLY AIR
ROVED tr DISAPPROVED tr REINSPECTION REQUIRED
to.rr"r,o* s' - -lr'<t s u, n <\l ?
p
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o
INSPECTION TOWN OF
I
REOUEST.VAIL I
- / / ---i i
DATE /2l/ / q / ?1 JoB NAME | 't, .n.:'' -',., , )tt, )1.,*/ 1 / --,- ' 4
CALLER
TUES--)
7.?''t->
WED THUR FRI PM READY FOR
LOCATION:
INSPECTION:MON ,
O FOUNDATION / STEEL
PL
tr
tr
tr
tr
u
tr
tr
UNDERGROUND
ROUGH / D.W.V.
ROUGH / WATER tr FRAMING
|- ROOF & SHEER " PLYWOOD NAILING GAS PIPING
tr INSULATION POOL / H. TUB
tr SHEETROCK NAIL
ELECTRICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
(_,
/j /\ / ,-11,.'1 9s1E lt/l\ /[ ] INSPECTOR
.t,['(i
,>y73
PERMIT NUMBER OF PROJECT
"
l,i[1JoB NAME
CALLER
INSPECTION:MON TUES WED THUR FRI
DATE
READY FOR
LOCATION:,.
INSPECTION REOI.}EST
TOWN OF VAIL ,t 't,;
,
F APPROVED tr DISAPPROVED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
EI ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER
" PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr FINAL
ELECTRIGAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
o r= D
blrrr.rlr- A? t r1r,trJ{ 1-r (f---- tr
tr REINSPECTION REOUIRED
PERMIT NUMBER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:
CALLER r',, A,
MoN (ir*) *uo ':-71j,, Hl/,,,]::),
INSPECTION TOWN OF
4k
'r'f
/,i.
J13 REdt'EST
"VAIL ,i'
JOB NAME )-))t /*
t-
't
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
tr
tr FINAL
ELE
trT
trF
trC
tr_
GTRICAL:MECHANICAL:
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT tr SUPPLY AIR
tr
tr/FTNAL tr FINAL
d{tttou=o
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
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ChenfAssociates
uonsu|||ng geotecnnlcar Engrneers
ff33,ffi%'ou.flnG 'u,'303 14+7458
Casper
Colorado Springs
Denver
Fort Collins
Bock Springs
salt Lake city
San Antonio
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SUBSOIL STUDI
FOR FOUNDATION DESIG}I
PROPOSED RESIDENCE
LOT g, BLoCK 3
'/ATL VALLEY .IST FILIIJG vArL, c0LoRADO
Prepared For:
James Thompson
6916 Baltimore Drlve
DalIas, TX 75205
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Job No. 4 152 87 April 29r 1987
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TABLE OF CONTENTS
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CONCLU SIONS
PURPOSE AND SCOPE OF STUDY
PROPOSED CONSTRUCTION
SITE CONDITIONS
FIELD EXPLORATION
SUBSOIL CONDITIONS
FOUNDATION RECOMMENDATIONS
FLOOR SLABS
FOUNDATION AND BETAINING WALLS
UNDERDRAIN SYSTEM
SITE GRADING
SURFACE DRAINAGE
LIMITATIONS
FIGURE
FIGU RE
FICURE
FIGURE
FIGU RE
TABLE I
1
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2
2
3
4
5
6
7
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LOCATION OF EXPLONATORY BORINGS
LOGS OF EXPLORATONY BORINGS
LEGEND AND NOTES
SWELL-CONSOLIDATION TEST RESULTS
GRADATION TEST RESULTS
SUMMARY OF LABORATORI TEST RESULTS
Chen&Associates
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CONCLUSIONS
The proposed residence can be founded with spread
footings bearing on the natural subsoils, below a1l topsoil and designed for an allowable soil bearing pressure of 2000 psf. Loose and disturbed soils should be removed and the subgrade compacted prior to the footing construction. Other design and construction criteria relating to geotechnical aspects of the site
are presented in bhe body of the report.
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for foun-
dation design of a proposed residence to be Iocated on Lot g,
Block 3, Vail VaIIey, 1st FiIing, in Vai1, Colorado. The project
site is shown on Fig. 1. The study was eonducted in aecordance
with our proposal to James Thompson dated April /, 1987,
A field exploration program consisting of exploratory borings
was conducted to obtain information on subsurface conditions.
Samples obtained during the field exploration were tested in the
laboratory to determine cl.assification and engineering properties
of the on-site soils. Results of the field exploration and
laboratory testing were analyzed Lo deveLop recommendations for
foundation types, depths and allowable pressures for the proposed
building foundation. The results of the field exploration and
laboratory testing are presented in the report.
This report has been prepared to summarize Lhe data obtained
during this study and to present our conclusions and recommenda-
t ions based on the proposed construct ion and the subsurface
]
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conditlons encountered. Design parameters and a discussion of
geoteehnical engineering considerations related to construction
of the residence are included in fhe report.
PROPOSED CONSTRUCTION
At the time of this study, design of the bullding was in
progress. We understand the strucLure will be located on the
site as shown on Fig. 1 and be two to three stories of wood frame
construction. Some of the building exterior will have a rock
facade. The foundations and lower floors will be stepped with
the slope of the hiLlside. The entryway at the downhill side
will be a partial basement leveI cut into the hil1side. Maximum
cut depth will be about 6 to 8 feet. Lower floors will be
construebed as bobh slab-on-grade and structural over crawl
space. Approximate lower floor levels are shown on Fig. Z.
Structural loadings, as provided, brill be relatively Iight, about
2 kips per foot for continuous walls and 15 to 25 kips for
columns and point loads.
If building or grading plans change from those descrlbed, we
should be contacted to provide geotechnical review and additiona]
analysis as necessary.
SITE CONDITIONS
At the Lime of our field work the subject Iot, which is
located on the downhill side of VaiI Valley Drive, was vacanL.
The terrain is generally a moderately sloping norbhwesberly
facing hillside wi.th grades of abouL 15f Lo 2O%. Jusb below the
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proposed building the grade steepens considerably to about 501, Lo
601 . Elevation difference across the proposed building is about
10 feet. Total elevati.on difference across the lot is on the
order of 50 feet. The site was covered wlth up to about 1/2 fooL
of snow at the time of our field work, and appears naturally
vegetated with weeds and grass.
There are existing residences on the adjacent lots to the
east and west of the subject 1ot. The buildings are 1 1/2 Lo
2-story structures with walk-out type basemen.t levels daylighting
to the north.
FIELD EXPLORATION
The field exploration for the project was conducted on
April 8, 198?. Two exploratory borings brere drilled at the
locations shown on Fig. 1, to evaluate subsurface conditions.
The borings were advanced with 4-inch diameter auger powered by a
truck-mounted dri1l rig.The borings were logged by a
representative of Chen & Associates, Inc.
Samples of the subsoils were taken with 1 3/8-tnch and 2-inch
I.D. spoon samplers. The samplers r,rere driven into the subsoiLs
at various depths with blows from a'lqO-pound hammer falling 30
inches. This test is similar to the standard penetration test
described by ASTM Method D-1586. The penetration resistance
values are an indication of the relative density or consistency
of the subsoils. Depths at which the samples were taken and the
respective penetrabion resistance values are shown on the Logs of
Exploratory Borings, Fig. 2. The samples were returned to our
laboratory for review by the project engineer and testing.
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SUBSOIL CONDITIONS
The subsoll conditions encountered at the site are shown
graphically on Fig. 2. The subsoil profiles generally consisted
of from about 31/? Lo 41/2 feet of organic t,opsoil underlain by
silty to very.silty sands and gravels to the depths dril1ed, 20
and l0 feet. At Hole 1, a layer of very elayey and silty sands
was encountered from a depth of about 13 to 19 feet. PenetraLion
resistance values indicate the coarser granular soils are
generally medium dense, and the sand layer is loose and soft.
Laboratory testing performed on samples obtained included in-
situ moisture content and dry density, gradation analyses and
liquid and plastic limit testing. Results of swell-consolidation
tests performed on relatively undisturbed drive samples of bhe
finer portions of the subsoils are shown on Fig. ll . The results
indicate the subsoils possess low to moderate settlement
potential under light surcharge loadings and some potential for
additional settlemenb when wetbed.A gradation analysis
performed on a small diameter drive sample (minus 1 1/2-inch
fraction) of the subsoils is presented on Fig. 5. The laboratory
testing is summarized on Table I.
No free water was encounterd in the borings at the time of
drilIing. When Lhe borings were checked one day following
drilling, water leveIs in the borings were from 13 to 18 feet
below the ground surface. Seasonal developmenL of perched water
or rise in water ]evels should be expected. The subsoils were
moist to highly moist and wet with depth.
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-FOUNDATION RECOI.IMEI'IDATI0NS
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Considering the subsoil conditions encountered in the explor-
atory borings and the nature of lhe proposed construcbion, we
recommend lhe building be founded wi.th spreaci footings bearing on
the natural granular subsoils, bel.ow all topsoil.
The design and construction criteria presenLed below should
be observed for a spread fooLing foundation system. The con-
sLrucLion criteria should be considered when preparing project
documenLs
1) Footings placed on the natural granular subsoils can be
designed for an allowable soil bearing pressure of 2000
psf. Based on experience and the assumed light foundation
Ioads, we expect settlements of footings designed and con-
structed as discussed in this section will be about 1inch.
Some additional settlement could occur if significant weLting
of the bearing soils were to occur.
2) Prior to the footing construction, aIl topsoil, filI and any
loose or disturbed soils should be removed and the footing
bearing leve1 extended down to competent bearing soils. Due
Lo the topsoil depth and slope of the site this may require
deepening the footing bearirrg 1eve1 below design grade in
some areas. Compacting the subgrade is recommended to reduce
sett I ement s.
The footings should have a minimum width of 16 inches for
walls and 24 inches for isolated pads.
ExLerior footings and footings beneath unheated areas should
be provided with adequate soil cover above their bearing
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ie is typically used in
be reinforced top and
r of at least 10 feet.
g structures (basement
ist lateral earth Ioads
etaining WaLlsrt section
-6-
elevation for frost protection. Plaee
least 48 inches below the exterior gra
this area.
Continuous foundation walls should
bottom to span an unsupported length
Foundation walls acting as retainint
waLfs) should also be designed to res
as discussed in the rrFoundation and R
ment of foundations at
5)
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en excavatirig the foundations to
bearing soils. Groundwater may be
excavations, and should be removed
ruction. The water can probably be
g to gravity oublets or sumps where
soil enginegr should observe aIf
to concrete placement to evaluate
of this report.
Care should be taken wh
reduce disturbance of the
encountered in foundation
prior to the footing const
renoved by trenches leadin
the water can be pumped.
A representat ive of the
footing excavations prior
bearing condltions.
6)
7)
uitable
nst ruc-
vement,
bearing
t ra ined
used to
ints be
-site soils exclusive of topsoil are s
to moderately loaded slab-on-grade co
the effects of some differential mo
r slabs should be sepa4ated fron alI
with expansion joints wllich aIlow unres
Floor slab control joints should be
to shrinkage cracking. We suggest jo
on
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for
on
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enter. The requirements
hed by the designer based
-drainfne graveL should
grade slabs for drain
1d conpist of minus 2-i
g the No.4 sieve and 1
The free-draining gra
n slstpm as dlscussed la
n be placed below itat gra
should be placed and c
ngr.
NDATION AND RETAINING WALLS
Foundabion waIls and retaining structures which are Iaberally
ported and can be expected to undergo only a slight amount of
lection should be designed for a Lateral earth pressure com-
ed on the basis of an equivalent fluid !nit weight of 45 pcf
backfill consisting of the on-site grahular soils. Canti-
ered retaining structures which can be expected Lo deflect
ficiently to mobillze the fuIl active earbh pressure condition
uId be designed for a Iateral earth preqsure computed on the
is of an equivalent fluid unit weight of 40 pcf for backfill
sisting of the on-sj.te granular soiIs.
AII foundation and retaining structureg should be designed
appropriate surcharge pressures suc$ as traffic, snow
ded on the order of 15 feet on c
reinforcement should be establis
ience and the intended slab use.
minimum 4-inch Iayer of free
d immediately beneath below
derations. This material shou
gate with Iess fhan 50% passin
Zft passing the No.200 sieve.
d be connected to the underdrai.
e report. Base course gravel ca
to facilitate construction.
equired fill beneath the slabs
d as discussed underrrSite Gradi
prov i
sl ab
e xper
A
place
consi
aggre
t han
shouf
in th
slabs
R
pacte
FOU
sup
def
put
for
Iev
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bas
con
for
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nd
be
as
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rage, etc. The pressures recommended above assume drai.n
ditions behind the walls and a horizontal backfill surfac
buildup of r.rater behind the walI or an upward slopi
kfill surface wil. l increase the latera[. pressure imposed
foundatj.on wa}l. or retaining structure. An underdrain shou
provided at the base of the wall to prevenL hydrostat
ssure buildup.
The Lateral resistance of foundati.on o.r1. retaining wa11 foo
s placed on undisturbed natural soils will be a combination
sliding resistanee of the footi.ng on thb foundation maLeria
passive earth preasure against the pide of the footin
istance to sliding at the bottom of the footings can be calc
ed based on a coefficlent of frictiolr of 0.40. Passi
ssure against the sides of the foobings can be calculat
ng an equivalent fluid unit weighL of 350 pcf. The coeff
nt of friction and passlve pressure values recommended abo
ume ultimate soil strength. Suitable faetors of safety shou
included in the design to limit the strafn which will occur
ul-timate strengLh, particularly in the case of passi
istance.
l,la11 backfill should exclude topsoil Fnd plus 8-inch si
k. The material. shoufd be placed in thin horizontal 1if
r optimum moisture content and compacted to between 9OI a
of the maximum standard Proctor densifty. Care should
en not to overcompact the backfill or use large equipment
s coul.d cause excessive Iateral pressure on the walI.
al
fa
op
:d
ho
ta
sto
con
The
bac
the
be
pre
ing
the
and
Res
1at
pre
usi
cie
ass
be
the
res
roc
nea
95%
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BDRAIN SYSTEM
Free groundwater was encountered in the exploratory borings
w probable excavation depth. Howevpr, it has been our
rience in mountainous areas, that loc{1 perched groundwater
develop during times of heavy preclpitation or seasonal
ff, or there may be a rise in the groundwater IeveI.
efore, we recommend all below grade conptruction be protected
wetting by an underdrain system. The drain should also act
revent buildup of hydrostatic pressure behind basement wal. 1s.
The underdrain system should consist bf a drain tile sur-
ded by free-draining granular material placed near the bottom
he wall backfill and at all steps in g4ade. The drain lines
Id be placed at least'l foot below lbwest adjacenL finish
e and sloped at. a minimum 1fr grade !o a suitable gravity
et. Free-draining granular material used in the drain system
1d consist of minus 2-inch aggregate with less than 50%
ing the No.4 sieve and less than 21 passing the No.200
e. The free-draining material should be at least 2 feet
U NDE
be lo
expe
may
runo
Ther
from
top
roun
oft
shou
grad
out I
shou
pass
s iev
deep
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SITE GRADING
The risk of construction induced slopp instability at the
site appears low provided cub and fill depths are limited, such
as those proposed. Deeper cuts could encoflrnter groundwater and
an increased risk of instabilitv. Fi1ls should be Iimited to
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t 8 to 10 feeb deep and be adeqfirately compacLed and
ned. Permanent unretained cut and fill slopes should be
ed at 2 horizontal to 'l vertical or f;latter. Fills should
be construcLed on the steep northern part of the lot below
building site.
Filf beneath slabs, for passive pressqre resistance and for
nkments such as drives and parking, shoi:Id be compacted to at
L 95I of the maximum standard Proctor density near optimum
ture content. The on-site granular soils should be suitable
fill material, or a similar materiaL Fan be imported. The
should be free of vegetafion, topsoi[. and oversized rock.
r to the filI placement the subgrade should be carefully
ared by removing aIl vegetation and bopsoil, and compacting
t Ieast 90i standard Proctor density. Miscellaneous fill al
site such as for landscaping should be compacted to 9OX
dard Proctor density. Fitl should be benched into the por-
s of the hillside exceeding zON grade. StrucLural fill
1d be observed and tested by the soil engineer.
ACE DRAINAGE
The following drainage precautions shoqld be observed during
truction and maintained at all times qfter the building has
completed. The precautions should help reduce the potential
wetting of the bearing soils by surface water.
Inundation of the foundation excavatioris and underslab areas
should be avoided during construcbion.
abou
drai
grad
not
the
emba
leas
mois
for
fill
Prio
prep
toa
the
sEan
t ion
shou
SU RF
con s
been
for
1)
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rt
cPpped with 2 to 3 feet
r [.nriltration.
xterior of the building
m the foundation for a
mmpnd a minimum slope of
lvjd areas and a minimum
lt in paved areas. This
e.
scparge well beyond the
11v
rea
and
ata
ons
The
may
ing
be
be
be
_11_
v
-draining wa11 backfill should be
iner soils bo reduce surface water
ground surface surrounding the ex
ld be sloped to drain away from
mum distance of l0 feet. We recom
ches in the first 10 feet in unpar
e of J inches in the first 10 feet
require a swale at the uphill side
downspouts and drains should dis
ts of all backfill.
Free
off
The
shou
min t
6in
slop
may
Roof
limi
2)
3)
TATIONS
This report has been prepared in accordance with genera
pted soil and foundation engineering pf'actices in this a
use by the client for design purposes. The concluslons
mmendations submitted in this report arie based upon the d
ined fron the exploratory pits excavalted at the locati
cated on Fig. 1 and the proposed type of construction.
re and extent of subsurface variationC across the site
become evident until excavation is performed. If dur
trucbion, fill, soi1, rock or water conditions appear to
erent from those described herein, this office should
sed at once so reevaluaLion of the fecommendations mav
4)
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d aL ion
DAY/ec
cc :
lJe recommend on-site observation of excavations and foun-
bearing strata by a representative of the soil engineer.
-12-
Rev iewed By
R. Pierce, Architect -
Russell Gies
Engineering, Inc .
Tim Boyle
Very truly yours,
Gordon Attn:
Boy 1e Attn:
PawI ak
vid A. lloun
#-H&(i 1sz2z !:
-'fu''t$
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BENCH MARK: GROUND AT
TELEPHONE 8OX; ELEV. =
82460'AS pnOVrOEO.-
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APPROXIIIIATE SCALE l"= 3O'
I ANO
\,,,.-,,,
LOT I
CHEN AiD ASSOCIATES LOCATION OF EXPLORATOtrY BORINGS
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Elev. = 8258'
tlote l
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8t60
ProDosc
Floor L
B25s
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82 50
)At1''
WC=4. 6
-2a0=17
24s .t / 'l ',
t{C- 17 - -1
-200=44
LL=27
PI =4
t2
hrc
DD
c
8240
17 |l''
255
7 /1
lvc=
DD=
29./ 12
27 / 6,30/ r,
2?S
Note: Exp I anat i.on of synhols present ed
826
8255
8250
8 345
I2 7.7
r05. 7
8240
c
c.)
1Z
2
14. 8
113.1
=39
82 35
8230
s,20/o
8225
piB.
Lorve r
4 L52 87 CI-EN rlD ASSOCIATES LOCS OF EX 'LOIIATORY BORINCS fiq.2
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p aoo*oi l: orqan tc
ffiSand tSC-Cl. l
f,lnnoist, brown
ypq Sand and Gravel (SM-Gl,l); scattered cobbies, siLty
Fjjaense, moist to highiy moist and occasionatly wet Eangular to subangular rock fragrnents.
t:'lt\tt:
Re lat ive ly undisturbed
Drive samnie; standard
sampl e.
soft , h l:tck ro tltrrk hrorvn rv ith errth.
verv clirvcv lrnd siltv low plastici y f ines , Ioose/so!.t,
to very si lty, medium
with depth, brown,
F
I
drive sanple; 2-inch I.D. California liner sarnDle.
penetration test (SPT)l/8- inch
on ADril 8, 1987 with 4-inch
NOTES:
1. Exploratory borings r,rere dril led
continuous flight Do$er auger.
Laboratory Testing llesults :
l{C = ltJater Content (%)
DD = Dry Density (pcF)
D. split snoon
50,/12 Drive sannle blotv coutt"-: indicates that 5o blor,rs of a 140-pound harnrner falling 50 inches rvere required to <irive the California or SPT sampler
12 inches.
1 Free water level in ..F was made.
-
Depth tvh i ch boring
boring and nunber of days after drilling measurernent
caved one day following drilling.
z.
A
5.
Locations of exploratory borings were measured
features shown on the site plan provided.
Elevations of exploratory borings rvere neasured
refer to the Benclr lUark on Fig. l.
The exploratory boring locat ions and elevations
accurate only to the degree implied by the neth
gradua I .
lvater level readings shown on the logs were made
condit ions indicated. Fluctuations in water lev
alRroxitnate lr
tiy instrunent
d i anet er
by taping frorn
level and
The lines between materials shown on the exDlorat
the apDroximate boundaries between materiftl types
ould be considered
used.
ry boring logs represent
and transitions nay be
6.t the
nay
t ime and under the
occur with time.
- 200
LL=
PI=
Perc ent Dass rng
Liquid it (%)
P last ic i y Index
No. 200 sieve
(%)
4 tsz 87 CHEN AiD ASSOCIATES LEGEN ) AND NOTES lig 3
dc0
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ta
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chen and associates, i
APPLIEO PRESSURE - ksf
SWELL-CONSOLIDATION TEST RESULTS
re Conlenl = 7 .7 percent
Dry Un't weight . 105 . 7 pcl
Sambleol: very siIty glraveI Iy
Froril: tlole 2 at 4 feet
APPLIED PRESSURE - kst
Moisture Content = 14.8 percent
Ory Unit Weight = 113. 9 Pct
Sample ot: silty gravelly sand
From: Hole 2 at 15 feet
4 lsz 87 rig. 4
feet
77*
at9
.r)
80
t0
60
2a rs
2-79
=
2
4
2
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OIAMETEN OF PARTICLE IN MILLIMETERS
slno 39 % srLT ANo CLAY
*o
"aos.crrY
rNoEX
sand and gravel FFroM Hole I
tJr, ?9t | \'r) | 'q r.' ltl
t12
OIAI,lE
'EN
OF PARTII:LE IN MILLIMF.I f.IIS
GRAVEL 44 %
LIOUIO LIMIT
sAr\,rPLE oF silty
rr'!1€ FEAOTNOS
60 MrN 19 MrN a MIN r MIN
i
50d
z
s[ T ANO CL
INOEX
Friorrt
HYOFIOVETER ANALYSIS
GRADATION TEST RESULTS 4 ts2 87
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