HomeMy WebLinkAboutVAIL INTERMOUNTAIN BLOCK 6 LOT 13 LEGAL FILE.pdfNOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit #: E95_0145
75 South Frontage Road
VaiL Colorado 81657
970479-213V479-2139
FAX970-479-2452
APPLICANT
CONTRACTOR
OWNER
E Iectri ca t--->
DRB Fee
Investigat i on>
tli tl, caL t--->
Department of Community Development
Job Address
Location. . .
Parcel No..Project No.
SHAW ELECTRIC
P O BOX 1451, AVON
SHAW ELECTRIC
P O BOX 1451, AVON
STEWART CAROLEE K &
HALL TERRY FRANK &
3975 BASINGDALE BLVD
2to3-t43-10-014
co 81620
co 81620
JONATHAN B -
CAROL ANN, PO
Status...: ISSUED Applied..: 07/07/1995 rssued...: o7/07/]-995 Expires..t 07/03/L996
Phone:3039263353
Phone:3039263353
BOX 3586, VAIL CO 81658
Description: ELECTRICAL SERVICE Valuation:600.00
FEE SUtll'tARY ffi ffi *trt*rr***ffififfiffiffiffi#****
50.00
.oo
.00
5.00
Total Catcutated Fees--->
Additional Fees-------->
Total Permit Fee------->
BALANCE DUE_--
53.00
.00
53.00
53.00
.00 ToTAL FEES---> 53.00
ffi *ffiffi *fJr|t*,ri.,r*ffi ffi ffi rt**iffi #*****#****ir**ff *ffi#*ffi ****lrtffi
Item: 06000 ELECTRICAL DEPARTMENT 07/07/1995 DAN Actj.on: APPR
Dept: BUILDING Divi-si-on:
ffi***ffiffffi*'t*ttffr**|rH#nffil*#**ffi*ff**ffi**ffi#*ffi****ffiffi*ffit*i****#Hffi
CONDITION OF APPROVAL
rffi *tffi ffi*ffi*ffi **Hrlffitffirfffi **ffi **ffi *#r*r**ffiffiffiffi*iffit*ffi
DECLARATIONS
I heneby acknovtedge that I have read this apptication, fitted out in futL the information required, conpl,eted an accuratc ptot
P[an' and state that au the information provided as requ i red is correct. I agree to conpty yith the infornation and pl,ot ptan,to comPty vith aLt Tor.'n ordinances and state laiJs, and to buitd this structure according to the Toyn's zoning and subdivision
codes, design reviev approved, Un'iform Euitding code and other ordinances of the Town appl.icabte thercto.
REauEsTs FoR INSPECTIoNS SHALL BE l'tADE TI,ENTY-FoUR HOURS tN ADVANCE BY TELEPHoNE Ar 479-2138 OR AT oUR OFFTCE FROII 8:00 A 5:m Pil
{suo"uoruo
****************************************************************
TOIVN OF VAIL,, COLORADO Statennt ****************************************************************
Statemnt Number: REC-0045 Amount:
Palrment Method: CK5427 Notation:
s3.00 07/LL/95 LOt32 Init: lOfC
E95-0145 Tlpe: B-ELEC ELECTRTCAL PERMTT
2103-r43-10-014
3975 BASINGDAIE BLVD
Tota1 Fees:
53.00 Total ALL Pmts:
Balance:****************************************************************
Permit No:
Parcel No:Site Address:
This Payment
Account Code
01 0000 41313
01 0000 4L336
DescriPtion
ELECTRICAL PERMIT FEES
WILL CALL INSPECTTON FEE
53.00
53.00
.00
Anount
50 .00
3.00
//b4-t+i- 7c - o/{PERMTT APPLICATION FORM
DATE: ?- ]-4f
,I APPLTCATToN MUST BE FILLED oUT coMptETELy oR rrilrftX lqps1,$F AqgEptED l[rv.r,rilVlr[/i ULv ",It***************************** pERMIT INFORI,IATION **************l**************rl - '[ J-Building g 1-nrunrting 1./-ntectricat [ ]-Mechanicar [ ]-other
Job Nane: tM rob Addre ur, -.rfl, Bnr',^rrr*u ?.|ffi
6 '1995
,-) \f I Iegat Description: Lot_!2_ Block___-.1b_ FLlinS Val Lnbrfr"-"hi/u
owners Nane: ,aa:aiue 9l<uorf '
Architect: _
pn.4)6- r58{
General Description:Re - d.,t?chcrdA) 1-znv1''cz'
Address , Eay Zsfb Ja',|, (o
Address:
Work Class: [ ]-New [ ]-Alteration [ ]-Additional [ ]-Repair -Other
Number of DwelLing Units:Number of Accommodation Units:
. ryrpmber and Type of, Fireplaces: cas Appliances_ Gas Logs_ wood/perret__
v /tt * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * VALUATfONS ***********:t*************rt:trt**+: i: *
'! F. -tiutlorNc: ELEcTRTcAL 2 /' (dX) . oc-t orHER;PLUMBING: MEcHANIcAI,:
-
ToTAL:
J ,t*************************** CONTRACTOR INFORI'GTfON ***************lr********.r .\ *I Eeneral Contractor: Town of VaiI Reg. NO.-'_Aqqress: Phone NUmber:
Electrlcal
Address:
Contractor:,-t )hau-; Zlachu<- Dlc Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Town of Vai'l
Phone Nurnber:
Reg. Nb. f |OC,_
1u" 33.-K _
Plunbing Contractor:
Address:
MechanicaL Contractor:
Aodress:
********************************
BUILDTNG PERMIT FEE:
PLUMBING PERMIT 8EE:
MECHANICAIJ PERMIT FEE :
ELECTRTCAL FEE:
OT}IER TYPE OF FEE:
DRB FEE:
Reg. NO.
Reg. No.
FOR OFFICE USE **************************** r. ... *
BUILDING PI,AN CHECK FEE:
PLUUBING PLAN CHECK FEE:
MECHANICAL PLAN CHECK FEE:
RECREATION FEE:
CLEAN-UP DEPoSITT
TOTAL PERMIT FEES:
BUTLDING:
SIGNATUR!:
ZONING:
SIGNATURE:
Comments:
CLEAN UP DEPOSIT REFUND TO:
VALUATION
o o z
@ {n
o
-{o z T rrl fr
={
+
m
I4 !-o .:-tt l-r: O l<: :tll Y I lm: 6 l.)a:f= X ..
lr< a lnr 8 l<r 3
t--1 a J
3t
o<
:to O<-o (;o
>l 1-6 (, 5 mr'
'n .It
m
,J
f
m@ l- a'
12.oo
l-
i If t
Tl -o O.-
z=f-t rn >=
o--z
rF 4_r
o
X<z'A --.1 \ /
{>-^7
--r ^Y>
z;--1 C p<
Po@
:=
t z'^l:-l
;:o3 -to o>nt-
z9)-.{ m nz >m
-l>or-
o -
=m
--l
\Jt >€rY z*t... I z rl>t<lm | ..
o=
at)o>'r fl
k \tll (JO
=
F-()z>
t
n
nf-r:2 t'Lerl'\
ffi
-i
m t-m
6 €z
;
l>F !m
F)
z o
I E €2
-
m
=
ld €
F o l
-
lE
lz
-t o {z
.n
t-
m
9)
2
tr u
=
m -m
;-
I
!
t-
l€
lz o
l:
F
It m
F'
z o
l,
Y
I
tJt
f
g E H
l-
z
c)F
H z
a 3
!
=
l
z F rr
tx
tFr lF
lrt Fr z
F)
E
H H\
zl >l <l .nl
I .l \..r I
zl >l Fll
>l zl
I nl
14 l rrl
=l
I
I
I
>i
(tr
r-
0
=
t.
Is.
6
az
{Y m-l m lr t^
t;i o lo 1,It! <
trd \J | -Tl
lJn \lm
-1,
'-3 VJ (, -{
(D
m x m
..1
z
l
m
-j NJ
iESr ' oqd
:dRs
od i6
:.'< Q {d€Eo
=3Eeo ; -Otv
@ (D =:'c=--c)RE_eiE=d=--?
^, io) o
5ol:
ci? P *
=
*id f (o9+ca
o-=E *E or€
i 9r -^'--f +ii
;t a 9.3 {r1-=
"'Ji=
ue48
5'=.: E
r . ='L g o-F=
=J s:r 4-83 <O-f
e:a P 6'
-q)=i ofog'o q o-
$U a 5 -,39d
*ot:):(,o=
- c\ro ;\-,lf. :EIF E :slz :<,\ l- :
\s: ;S\lr4 6 tlx-o I16c
iFl >s:d slE i (\ I.. -Ng
l
o o
o
f
\9 :gl-\- e
"-,Va ;*:1.\-4-;nlP -'
:ml\ qr
S ^lta f 6Yt+ 3 ngl,N 3 zt\qlN j
-lt o
I l--- :t alJ\ x (Jl. f zl
aDrE 6l-F.I nlF.:
ot\ =rl\ i
;t<0 ml ql
t9 ; tF l=l=la I'l=l;lll"||l lll
r_+F Il
fio<>nf
=z
_o
m a
=(n
z m m
m o l<
lz
l--t
'r o c -t
m o
?
€l
z o
C
z_
o o o
c o
j
o z c
4 I
zr-
=-;:1z oI z
I
I
z I
:!
:0
o
1)
--l I o
z
;
E
fr
i
6 t
ql
:rl
=i !l
o
z m i
-l m
_--l
z
o I
=z
:
iTl -0
l+
_!
c !
t
c
I
z
c)N-
;o=
4):>!
=zo a 'a olz no@.
!ni-n ;Zc:2q ':
'n2Z {
I-
n<
3
FI
i
FT
a
u
F.tr
I
a
P.
c)H
rn
z
rJ
trl
a
H
B
c)
z z
F]
tll
)<
H
Fl
H
?(H
H
z
N
inz
4Z >o
Qn H@ z,c a5=
o
F=
tz
l-r m yQ
rN FU > ll'l H >t>zl-ow
I
F'r!Frl
cJFn !i D<Flts
KN
r! lH z { lc)PI t-l -
z z
o
2 6
I
Ego
,{YI ta zq c)trl
= ot-9+E
igE c) r-E
ob t,,F.J [..)
I gii
Pxq
-{
r
m :o
-r -n
m m a
E--
c)
l.-
c a m
x
o
z c
m
o g
m I
z
fi
€
(D
m
m
_--t
2
m m
m
z 6
c
=
r'l
.)
o
-0 t-
2 o a
o
:c
2
!
an
i --l
m
=
=-Tl
m m (t
-
VALUATION
m a
=z o
rn o -
z
o
c
(D
z o
m
m
.)
l-
z
)
s.o.\,
NJ n b (,
-lt /5n /olqilBl
KRM CONSULTANTS. INC.
P.O. Box 4572
vArL, coLoRADO 81658
(303) 949.939r
FAX (303) 949-rs77 3/et' -- lt- o
cALcuLArEo By k RM oere
oo
TOWN OF VAIL Id: ASSR100M Keln^tord: €ASSRM User: GARY
Parcel General Infornation Maintenance
ot/3r/e5
ceneral Parcel Data Maint ' Action: Update Record
Parcel No: 2Lo3-L43-l.O-0L4 Schedule #: 005L65
Status: A Active Retired(Y/N): N
Street Address: 3975 Dir: St: BASINGDALE BLVD city:
Situs Location: VAIL INTERMTN DEV SUB LOT 13 BLK 6
Legal Desc!Acres: .00
x-cooRD:
Y-COORD;
Tax Rate Area: L27
Assr Use Code: Assessed/Exempt:
Pub owned(Y/N): N
Primary Owner: STEWART CAROLEE K & JONATHAN B - Phone:
Mailing Addr: HALL TERRY FRANK & CAROL ANN
PO BOX 3586
VAIL Co ZiP: 8L658
Contract Owner: Percent/Ownership: .0O
<F7>Write Record, <F2>A1low Fractions, <Esc>Cancel
a M? DFC
(3Ol) e4s-s491
FAXr 945-40E I
o
o
d rtoLy CROSS E,LE,C-IRIC ASSOCIATION,
379e HIC WAY 82
11 (). DRAWER 2150
GLENWOOD SPI(lNGS, COLOIIADO 8l 602
November 20, L991
Ms. Carolee K. Stewart P. O. Box 3586
Vail , colorado 8L657
RE: Vail Intermountain, Block 6, Lot 13t
National Electric Safety Code Violation
Dear Ms. Stewart:
I have been unable to contact you by telephone, so we are infonnLng
you in writing of our deterrnination concerning the above referenced
problen.
I visited the site Monday following our conversation, acconpanied by
my supervisor, Ted Huskey. Mr. Huskey is also the engineer who
handled the original installation of the pole and wire to provide
electric service to your house. He concurs with me that a violation
of ttre National rlectric Safety code was caused by the construction of
the stairway to your lower level . This took place after our crew
installed the pole and service cable in the fall of 1980. We also
determined that increasing the tension on the cable will not raise the
cable to the minimum required clearance. In addition, any increase in
clearance so gained would be ternporary.
Since the violation was created subsequent to the installation of our
facilities, it is your resPonsibllity to correct the problem. we
recomnend one of the following solutions:
L. Extend your service mast as shown on the attached drawing. We
will de-energize the service cable upon request by you or your
contractor to permit this work to be done in a gafe manner.
2. Move your meter and conduit riser to the pole at the corner of
the parking area and install underground conductors to the house.
3. Install an additional pole near the stairway. This would have to
be done by Holy cross Electric. The cost would be paid by you as
a non-refundable contribution in aid of construction of
approxinately $1000. 00.4. Move the service attachment point to the fascia at the peak of
the roof. If sufficient clearance betlteen the service cable and
the stairs were not obtained by this nethod, one of the preceding
solutions would have to be inplemented.
5. Dismantle or reroute the stairway.
The cable may not be supported by any structure attached to the
stairway. Ii sufficient clearance between the stairs and the service
cable is not obtained by January L, L992, Holy Cross Electric will be
compelled to correct the violation as described in option 3 abo-ve and
biII you the actual cost of construction. If you need any additional
information, please call me at 949-5892.
Sincerely,
HOLY CROSS ELECTRIC ASSOCTATION, INC.
Michael Laverty,
Engineering Technician
Enclosures HL:rjn
CC: HCEA, Vail Office CC: Richard Stratton, HCEA CC: Richard Brinkley, HCEA CC: n*nF.!kgt3&zLe, Town of Vail!
0419y1
INC.
v
\o! c;{ItaAD :.:lv.-.: EflIC ro t\r-.-.i :ji:nvrCB tL'r-i
I LLUSTRAT I I)N NOTES!So L!"t'ro r-l
A. weathernead.
B. Point ot attach|nent of se(vlce dlop. (In3ulated clevis
eupplted W Associ.rion.) ltust be capdble of
sitbstanding 1,000 lbs of tension.
service drop supplled and installed bv Associatlon.
spltt quying recolnmended on all rlgld service tnast
servi ce aLLachment heights under 48' and ljgijSg on al l
aervice a!tachment heights over 4B',
sheet tneral or le.d pipe fl.3hing,
service ftas! condui! minlmu size 2'and Galvahize.J
rr?rc! conouiL oniy. It entlre I eng-ii-o-f-tii?iiT-- ee.ts
l0', couplinq vill be permrlLed on end touards meLer.
Servlce conductors long enough to reach the service
drop, lncluding drip loop as shotn (rniniorun 3 (eel ).
Adequate blocklng betveen ratters shall bo solldly
installed.
Condui t must' b€ securely
3!ructure.
socket hub (varioue sizes
Agprop(! ate rnet er socket
Association).
i
I
/F\
P.
H rrl
at I ached to bullding
ava i, lable fron Assoclation).
( rhay be obtalned Irorn K.
L.
N.
Het er ; provi ded and i nst a I I ed hy Associ at I on .
Raintighl . load break fused disconnect or breaker
required ac neter locaLion. ftay be part of distri.butron
panel assenbly. ltusl be on load si'le of meter.
Cround vire !o grounding elect.ode. 9er NEC.
S!g!31!-ji.9!13!!!If!,
l. These rre lypical guidelines only. The Association
ehould be conLacted prior to conslruclion if varlatrons
are to be considered.
2, The Assocldtion (escrves the righl to decer ine the
locai!on. rype oi service .nd meLering equl'pment th.l
vill be ulilired for each 9e.rvice. services burlt vithoul Association aPProval tnay run t|1€ risk o! not
b€i ng connecl ed.
l. Hetering equipnent .nd service dlsconnects sha.tl be loc.ted outdga!s in an
accessible Iocatron vnich rill not be subject to physrcal da$.gs (ice. vehrclsc'
erc.l. The Association nay grant .pprova.l for indoor locations on an lndlvidual
basig 9!-lI, !akr:rg 1n!o conslderaciQn !he bur lrling desrqn, occupancy' srze oi
servicet quanltty of rneterg. and ease oI dcceg6.
,t. The Assoclacion yill provide an ovc.he.d triplex (or quadplexl servicc droP lo the
consufter's pain! o! a!!achnenB, providlng ths follguinq canditiona can be slett
A, ) span Length !rom Associa!ionr9 pole co conauher'3
attach$ent does not €xceed ?5r.
8.1 The te(r.in unde!nerth the span is level and does
noi include any streets or alleys,
C.l A l2' mininuo c.learance can be maintainod above padestri.n .r.ea! and residenlldl drives.ys.
If any o! lh4 above condiLions cannot be met, the Association musl be coniicted
prior to sonstruction of the service en!rance equiprnenc. DeviiiTlons fron Lhe above
could result in !ensions in excess oC the alloeaDle t,000 lbs.,.9 trell aa viol't1on
o! rho Nariona.l !:lecrric.l safaty code.
o
o
-19-
r'rr. rloP f"t At PoLr
t
,5ol--,er-nor,.r 1
I I.LUSTRAT IOII NOTES T
B,
L.
o.
I
K.
L,
lde.t herherd .
Cable tails tnust be long enouqh to reach transtor6er connect lon ptus drip loops (ag
3 novn I .
Pole 9ro\rnd and rod (Associrt ion oened).
Condult rlser shall be limited to one
conduit per 3ervice, GRC preferred, Et{T or
Schedu I e 80 PvC allored.
Condult gtandclf brackeLs, spaced a matlmum
of 1,0' aparr-, p.ouidin.J a 5'mini|llum
sprcing from pole and shall be a mininun of
8' above finished qrade, eide'/alks or t(oo
any platfo!flr or proJeclion fron ehich they
nlght be re.ched. Huit be located i.ithin
lr of e€atherhead and couplings.
Socket hub (errlouE slzes avai l.tle frotn
the Aiioci.rlon).
Appropriate me!er gocket (may be obtalned
f rom Assoqiationt.
,{eter, provided and lnstalled by
Ag soc i at 1on.
Raintight, load break fused disconnect or
breaker required at neter Iocation, nusl be
on load side ot tne[er.
Insulated bushing.
Allor, I'of slack In secondary cable bel,o.,.
qroun6.
Grounrl vlre and ground rod, per NEC,(p!ovlded and lnstalled by consuaner. Do 'not atLach to Association pole ground).
5' of sdnd or cle.n dirt, both above and
be.loe secondary cable. is recommended.
secondary cabl e.
BiniInun clil|lbinq and l]orking 5pace ot 24'
measured horizontally boLh along and across
the line shall be provided and shall be proiected vertically no! less than 40'
!bove and beloe consumer's a!tachftenisi or
Lh.t required in Sections 236 and 216 ot
the Nesc,
CEr{ERAL RSOU rREr{ENTS !
l. 2lGctrcclaion batlrd. Crre ru:rt bc Ga€{-
;ffid-?Ffi.9-Tffi-Tn-ttll l.t lon of conduit
rnd conductor! to pravcne contact vlch
por.r corprny ul rca.
t-
I
I
I
I
I
I
i
I
l6hn
c-oRNb< atL fueaNEa @ atSf t r.Jq PoLe n-f
N.Q&|5'lrxl6c
fr€-glt.r('l
o
3.
These .re typic!l guldeli nes only. Th€
Ag9ociacion should be conLacced prror to
construction i! variatlonE are to be considered.
The Associ at ion reserves
meter i ng equipmenc that
Asgocl at I on approval may
The Associrtion reserves the rlqht
neter loops attached lo its polesr
involving attachneo!9 to its poler.
the right to detert|llne the locatlon. type of servlce and
uill be utlll2ed for each service. Servlces b'iil,t. wichout
run the risk of not betnq connectgal.
lo linit the quanclty. si,ze, and location of !II
and therefore should be consulted on a.ll joba
.t
5. getering equiplrlent and service disconnects shall be located in an accessible locatlon
ebtch rrill not be subject lo physlc!1 damage (ice' vehtcles' etc.).
v?'o o
Jot-uYrata 4
o
o
El(l:rrraJ(
lot-t,
I
o
o
f{"tg-tt'.tq
56p4c,{z etrLe,
Nut PryLL '
v
OVZRBEAD 6ANVTCE
I LLUSTRA.I T0 NOTES !
E'.aRtt :, :ut"ot""
Artrcur?Nt
.4.: I U-:-- .; ,.r -i
'o
Heathe(h€.di thall be located above polnt of attachmenl .
Where rnpractlcat to locale 'reatherhead above the point of
attachmen!, the i.oalherhe.d shall bo pelrnitled nog tariher
!han teo (2) feet trom the point ot allachfitent.
Service conductors lonq enough to reach !he service dro9.
lnclud.ing dri p loop' (nrinimum 3 teet ).
sereice drop supplied and installed by Assoclatton'
Pol nt ot attachmen! of service drop ( insrllated clevis
not be rttlched ro condult, clevis to be suPplied bt
ISFoclation, installed by consunerl. t{ust be capable
elthsc..ding 1,000 lbs of tension.
5/8' lnachine bol! and square l'a5her anchored to b'''ildinq
3tructur!l 6erDer (!upPllecl by Associ.!tion. lnst!tled by
cons umer ).
Condui! lllust be securely aLtach€d Lo building 9tructure.
S€rvice entranc€ conduit; 9r ze as requi red.' dJt-iliG
Soctet hub (various si2e3 available fron Asgociatlonl '
Hecer; grovlded and lnetalled by Association'
t Appropria!e neter socket (may be obtained froN Associ-
ationl.
RainLightr load break fused disconnect or breaker required
at metir Iocation. tlay be part of dislribullon panel
assenbly. Husl be on load srde ot met'er.
Cround rrt!e Co grounding eleclrodet per NEC.
sh.l I
of
@---
GENERAL REOUIRE{ENTS:
l. These are tYPical guidelrnes
3holld De contacled Prior to
!re to bc consldered'
only. The Associ rt ion
const ruc! i on if varlations
K.
L.
The AssociaLioo reserves the riqht to determine the --t-location, Lype of service and me!e(ing equiptnent Lh'l vill
be utiltzed for each service' Services built wlehouE
AssoclaLion approva.l run the rigk of not beinq con-
n €ct ed .
fietering equipnent and service disconnects sh.ll be located
outdoors in an acce3s!Dle Location shich ei ll noc be
subjecc to physical dardage ( ice, vehicles, eEc' ) '
This installati.o^ is not lo be used underneath the drain
line (eav€) oi a root due to the pc\ssibi lity of ice damage
to rhe service drop. Reier to Rigid service l'trs! (Pa':e l9)
for alle!na!e de3lgn.
The Associatron vill p(ovide an overhead trrplex (or quEdplexl service crop co tn!
consume('s poinq of .ita"h.".tc, providing the follo'"ing conditions crn be mel:
A.) ipan lengtb from Associaticn's pole to consuoer's
6ccachmen! .loes noc exceed 75r.
8.) The terrain underneatb the 3pan l9 levsl and doeg
not ioclude anY streets or alleYs.
C. ) A l2t nlnilnuL clearance can be nalntained above
pedestrtan areas and re3idential drivaiays.
It rdy oa the Ebove conrlitlons cannot be mc!' the Assoclatlon must be conttcted
prlor !o consLrucLlon oa !he service ent(anca equipnent. DeviZtFons from the above
could result in tenslons in excess of !he rllot.able 1.000 pounds. as r'ell as
violarlon of !he N.tion.l Elec!rfcal SaaetY Code.
a
o
,,uYtV o iit I l'irl | ';-r'1 : .il tZrrir/?Ot&rtC l' l'l
-18-
Oro* oF vArL coNsrRucr tP 0 PERr"rrr tt/"'/'7.2 ,, (-
['/'PERMIT APPLICATTON FORM
DATE:]9t
, APPLTCATION MUST BE FILLED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED
I****************************** PEIII'IIT fNFORMATION *********************Jst*t****n '/ 'Kc/e9t'N4
[ ] -Buird
Job Nane
Legal Descriptj
Owners Nam6€
Job Address:
Lot B|ockfu_ Filing
'tJ"l-.}lu.mbinq [ ]-Electrical
ft"Kvet , fePnt -
u ,r-
[ ] -Mechanical 1fi-otner v%l*
Address , QO'EcV SJftp l/n,t p,,.+7h l{K<
Architect:Address:
ceneral Description;
work class: [ ]-New [ ]-Alteration [ ]-Additional
Nurnber of Dwelling Units:Number of Accommodation Units:
. \prnber and Type of Fireplaces: Cas Appliances_ Gas Logs_ Wood/Pellet_
!********************************* VALUATIONS *********************************tt V riutl,otue: $ ELECTRTCAL:$ orHER:$
I^LUMBTNG: t- MEcHANrcAr,t $_ TorAL: $
f,#; - ;:;;;:;:i-,- -z ;,;;; ;"INFORMATf ON * * * * * :r * * * * * * * * * * * * * * tjt l.*jt *j
actor:Town of Vail Reg. }irg. 2''r'''
Address: 4.0.{Zrf. rn Phone Number:
Electrical Contractor: Town of Vail Reg. NO._Address: Phone Number:
Plurnbing Contractor:
Address:
Mechanical Contractor:
Address:
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 't * FOR OfFICE USE * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
BUTLDING PERMIT FEE:
PLUMBING PERMIT FEE:
MECHANICAI., PERMIT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
/4:' i'
,1( c'
BUTLDING PI,AN CHECK FEE:
PLT'MBING PI,AN CHECK FEE!
MECHANICAL PI,AN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEES:
*X, ''(-''
i't t'(.
BUTLDING:
STGNATURE:
ZONTNG:
SIGNATURE:
prffi -+EsE
tv?lepair t I -other
Town of Vail Reg. NO.
Phone Number:
Town of Vail Reg. NO.
Phone Number:
CLEAN IIP DEP.OSIT REI'T]ND
VALUATION
Cornments:
o
o
m
=2
c)
z
--t
-t o
Oa Zt---{ c P<
1Z
l-m o i
c)
r
-t
o -t
2"
nz >m
--.r >
o --m
mm oA .)>'l-z
!T
c)o,-o
(D
(D
v,ct o {o .'
cf
u o,It
(D 3 (D
ct
3
C z a
l,-,
lr+
l(D tr
N3
lcl p
t
o o ,m
1<t>
l>lo
I<
lF
l3
l< lI t> tr IFF tsl=EE Fn t=lt? lcf rlo I l-r.IF tl
I t-r.Ito tr I rrt IH trD I lc)tF+tfJ tH.lfl tl
l=t>
F
9tit;-< l- l<|>I
tsl
BI fhl
tl =ll
ll
ol=
=b <F
E
l0
H
Y
I
=l
I
o o z U'{n
o {o z
trnr et
-
Elt i
c o tl .ar l-r l t<t t:o t"' 3 to l-n o lrl tg ii le=l-3 l-c
+
CL o
E o
o
=FF
+n=ol"'>f-t-
flTtr- l I-ILJL ]
-Tl -o
Or-
z=
\2
6c)z
z r
!m n
=-{
-t-m
I t
l&
l&r
!
t-m
2 o
I
.t
czto zO >< -{
:on!P
'E^i=x+
z
n@ mmO qao
=O -98
ztro
H;'\>
az
-.t
z m €
--l m
-l
z
=z
m
lONri ;o--r ; a*lh* E ri
-.7 'o O 5n > -n
-r. X z ('t q8 22
-4 Q g U! n A ri il8 = E s az ! - i
=o o o rD'n z z 5€r+o
x
S,iiiii
-{>,o >=lc|'t:a>,- <c
i3-==
\ . - 7 :'-.l\.> '> a I t= : : : ;\ /= ; i i <
'\J:Z a..'' i".r: - J x
\ i:az7
i! = ->
-r g- -
7= - =.
lr
=i R ri
I
l,-
l=r
BUITDING DIVISION OF
EAGTE COUNTY, P. O. BOX I79
couRTHousE, EAGLE CO. - pH. (303)328-6339
BUILDING
PERMIT
Carolee K. Stewart APPLICANT
PERM IT TO
{NO.)
NUMBER OF
OWELL ING UNITS
(CONTR'5 LICENSEI
Finish Basement
ITYPE OF IMFRovEME NT)( FROPOSEO U5E)
(STREETI
(-)
NO.
STORY
AT ( LOCAT ION )2975 Basingdale Blvd.ZON ING
0 tsTR rcT-(No.) ISTREET)
BETV{EEN AND (CR055 STREETI (cRoss STREgT)
IL
dl
o o
o z :
G o
lr-
suBD tv ts toN Vail Intermountain .ot-13- ",-** 6
"tPJ.
BY
-
FT. LONG BY FT. IN HEIGHT ANO SHALL CO}IFORM IN CONSTRUCTION BUILDING IS TO SE
-
FT. WIDE a
TO TYPE USE GROUP BASEMET{T WALLS OR FOUNOAT IO}I
(IYPE}
REMARK., NOT T0 BE USED AS A SECOND DWELLING UNIT: SINGLE FAMILY ONLY. - Brian Haas.
Building Inspector
AREA OR
VOL UME EsrrMArED cosr $ 6.000.00 FEE"',t $ 56.50
(CUEtc/sauAFE FEET)
O\!'NER
ADD R ESS
(Affidovit on reveise side of opplicolion lo be complefed by oulhorized ogent of owner)
BUTLDI
JL '
0 itso ofg
Ne
Building t B l
I F ] Individual
Plumbing I C l
Sewage Disposal
Jurisdiction of EAGLE COUNTY
USE THIS FORM WHEN LYING FOB ANY OR ALL OF THE FOLLOWING PERMITS:
coNsTOcTpN PERMIT APIIcATIoN
CIRCLE
tEl
THOSE THAT APPLY
Road Cut/Right of
SITE PLAN MUST BE INCLUDED WITH THIS APPLICATI ON: exceptions are
Electrical I D] Mechanical
System IGl Grading IH] Sign
I
Applicant to complete numbered spaces only.
Alz.r haatrdal.e, &ul,Uail 0e/urrut^frin
r b!33"i t3 l"ItrsEEAriAcHEDsHtZ) 71" -/ 5t5
MAr !\DORESS z CHRott,t- K \Trr,:cpT Ptt box 3s9t"bntL t/a<=Qqq-./ffi4
3 ObrEL
MAIL AOORESS PHONE !lc€Ns€ No.
a -Sohr.r lr]hrrle R-
MAILADDFESS PHONE LICENSE NO.
ENGINEEF
N 1A
LICENSE NO.
5
LENOEB
'' Mlt+
EFANCH
''"'rtiliienin/
I Clasof work: tr NEW J(nOOrlOtrt E ALTERATTON tr REpAtR tr MOVE tr BEMOVE
9 Describe urork:*tr( c*- 'uhtfz'*-l , t rh* LLL
F)^^ " )tk b*"^t'*I {
10 Change of use from
Change of use to
l1 valuationof work: $ (",$C1),Ol 14 Total floor area of stlucture:
t
l2 Acreage or sq, footage of lot:15 Height of structure above finish grade:
l3 Sq. footage of lot coverage:
l6 Special conditions and Additional Information:
{ :u. sa
P:"xu,;+ E 1 t,Jo
Eagle County Building Resolution.
publication "Graphic & Submittal
preparation instructions refer to
for Site Plans".
For site plan
Requ irements
listed in
Eagle County
I HEREBY CERTIFY THAT I HAVE READ AND EXAMTNED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDiNNNCES GOV€RNING IHIS TYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
AUTI]OF ZEO AGEN-I
SiGNATURE OF OWNER IIF OI1JNER BUILDEA'
APPLICATION ACC€PTED AY
Btoe. Premrr .# i%l
$/hrle Copy-INSPECTOR BLue Copy -APPLICANT C.een Copy -ENV TFTONMENTA L HEAL
Cn'l rrv Cooy ASSESSOF Prnk Copv ENGTNEERTNG Got.ionro.t CoDv E:(TFA
BUITDING DIVISION OF
EAGTE COUNTY, P. O. BOX179
couRTHousE. EAGTE CO. - PH. (303) 328-6339
20 June
APPL ICANT AI i ne | - Parsons
BUILDING
PERMIT . VALIDATION
.,, 8o FERM rr No.
AOORESS IgIX[xEXXX,{[dXI[XEIild. Vai.1 r*?.0. Bol'BlTr,(CONTR'S LICENSE}
pERMrr ro Construct f onters and rfounda$iign for modu'lar home owELLTNG uNrrs
--!--(TYPE OF IMPROVEMENT)( PROPOSEO USE)
Vai'l I ntprmnrrntai n .o, 13 ".o"* 6
"tlJ.o
o
d t :
|l o
suBo tv rs toN
BUtLOtt|G tS
TO TYPE
TO AE
-
FT. WIDE BY
-
FT.
USE GROUP
Need adequate retajning wal'l
LONG AY FT. IN HEIGHT ANO SHALL CONFORM IN CONSTRUCTION
BASEMENT WALLS OR FOUNOAT ION
(TYPEI
between roadway and drive/parking area.
RE MARKS:
zoN t o
Ar (LocArroNt 29L75 Basjngdale Boulevard orsrRrcr (NO.) (STREET}
BETWEEN AND
. (cioss STREET)(CROg9 STREET)
Use example sheet attached to site plan for recontouring for drainage.
Plan Check - $37.75
AREA OR
VOLU ME EsrrMArEo cosr $ 10 000.00
(cuBrc/sQUAiE rEET)
Caro'l ee K. Stewart
roocEss P-0- Rnx 35R6, Vail, Co'lorado Rl 657 ;i
PERMlT,a.FEE S 75.50
OWNER
(Affidqvit on reverce side of opplicofion lo be completed by outhorized qgent of ownerl
I
WHEN PROPERLY VALIOATEO (tN THIS SPACE} THIS IS YOUR PERMIT
PERMIT VALIDATION
€rrt'/+ a s48
F.t. rti'F
e? t 7s 6
gsge . L/a4!, C_4_tr/L-s7
7/, l/ai /a? / r-rcENsE No.
t,=,Y t o, A /6 Sz ^Rc',,rEcr oe ol!.i?ili
MAIL DOR€SS-
5 t ^ - M^tL
^DoF
f,ao z- Q v^rL ^Dor€ s=
us: or aur L_orxi
Class of work:D AootTt0N D ALTERATION D REPAIR O BEMOVE I Describe work: d4 . ,----C)tA,l
l0 Change of use lrom
Change of use lo
I I Valuation ot work: $ fl o' ooo, oa PLAN cHEcK F€E 37, 7 g PE RMlr FEE ZS. SO
SPeclac COr,rOrrEG
Occupa ncy
Gro!p
Size ot Bldg.(Totat) sq. Ft.Sl oriar npplcarror attlp-iffi
11111!"", 0^o No, of
Owetting Unitt
orr5r n 6 6iFl!!1fr[][f!f
,s.::A,r31r pFnMrrs ARE
J\lorlcE --------
J..1;?."ll}-6;),^*!iii'^lc'3'"'li^"":11,.*ERrx,cAL.pLUMB.#:i,trffi,ffi sg+1ffi#n.:fu !iii:.."d
COMMENCEO.
HEA LTH oEPT.
FIRE DEPT.
\\
-.
\t\
-|\.:tr
--ri\AlT AP pL'A\TloN
C
County of Eagle
ETECTRICAL PERMIT Job Name.---..-A.l-i.e.e..P_ q.!:sqn s
zg75 eiij';6aiia' " "'' '.
Ne
Building Valuation
Electrical Valuation
Permit Fee
Inspection Fee
KU.DD
$.....ffi_
s...
l5,oo
Total Fee $....-
Date Paid_..l.4 August=.1.990
Received 8y...
Recei pt
Bu'ilding Permit #L707
Electrical Contractor"....Ross...El ectric., P.0. Box 1503 Vail, C0 81657
Applicanc-..-.-.
S18trature
APPROVALS
Plan Checker Date
..1$...Aus.u.s !...1980-......
Date
7s34
$
$
THIS
JOB
FORM IS TO BE POSTED ON
SITE DURING CONSTRUCTION
IE HOURS ADVANCE NOTICE
REQUIRED FOR INSPECTIONS
ELEcilfAL pERMrr lpprtUarloN
Jurisdiction
Applicant to complete numbered spaces only.
I DEsC r.IJSE E ArracHED sHeErl
AFCH I TEC I OR DESIGNER
LICEN9E NO.
ltcENsE |{o.
6
U5E OF 6UILOIN G
7
8 ctass of work: d'nrw E AootfloN tr ALTERATIoN fl REpAtR
I Describe work:
REcEPTAcLE I"lgl
LIG HT
SPECIAL CONOITIONS;
Total LIGHTING -. Fixtures
FIXTURES
RANGES CLO. ORYER WTR. HTR.
NOTICE
I HEREAY CERTIFY THAT I HAVE REAO AND EXAMINEO THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIEO WITH WHETHER SPECIFIEO HEREIN OR NOT. THE GRANTING OF A PERMIT OOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL IHE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
GARBAGE OIsP. STA. COOK TOP
otsH. WASH. CLoTHES WASH.
SPACE HTR. STA, AppL. V, H.p. MAX.
MOTORS:
T€MP. powER LJpole Llutoao.
SERVICE
fir.iew 'O cxnruce
PERMIT ISSUING FEE
wHEN pRopERLy vALroATEp (rN THrs spAceriirs rs voun penr"rn
PLAN
.,Lt j, .,
CHECK VALIDATION
/e: ,,'//.
tF:tt 41 rt t,Zb4 ' Bn++ tloT
Form IOo.3 tt-73
cK. M.O. CASH
(J, (^
(hu l;^ut(a,o ,,U
PERM IT VALIDATION
INSPECTOR
INTERNATIONAL CONFERENCE OF AU I LDt NG OFFICIALS
.l rr
r-.l'|--.
K--EN m qE
m._-g mrc'
mEIUZ
UncolnDeVore
1000 West Fillmore St.
APPROVED
....6-:7+: fl-Date
Colorado Springs, Colorado 80907
(303) 632-3593
Home Office
Mrs. Alice Parsons
Box 574 VaiI, CO 81650
Re: Lot 13, Block 6 Inter lltn. Subd.
Vail, Colorado
Dear l'1r s . Par sons !
l,tay 29, 1980
At your request, Lincoln-Devore personnel have exanined the nature and consistency of the soils in the area of the above referenced construction site. One test pit was placed in the area of the proposed construction, l-ocated as shown on the attached Test Pit and Location Diagran. The location of the site itself has been indicated on the attached General Site Location
D iagr am.
The building proposed for the site will be a single story wood frame structure containing a basement. Foundation loads for buildings of this type are typically light to moderate in
nagnitude.
As shor.rn on the attached Test pit Log and soil sunmary sheet,basically one single soil material was encountered during our exploration program. For the purpose of this report, this soil materi.al has been designated as Soil Type No. 1. Soil Type No. t classified as a silty sand (SM) of fine grain size. These soils are of Iow plasticity, rnediun permeability and mediun density.
These soils have a slight tendency to expand upon the addition of moisture, with swell pressures on the order of 700 psf being measured. While this magnitude of expansion should not be suf-ficient to affect the structural members of the building, it can
cause sone novement beneath lightly loaded floor slabs on grade
and other flatwork. While these granular materials will not have a tendency to long term consolidation under applied foundation stresses, they will have a tendency to rapidly settle under the initial application of static foundation pressures. These settlements are characteristically fairly rapid in nature and
should be virtually conplete by the end of construction. fn any event, if the allowable bearing values given in this report are not exceeded, and if recornmendations pertaining to inspection,
602 East 8th Street
Pueblo, Colo 81001
(303) 546-t 150
P.O. Box 1427
Glenwood Springs, Colo 81601
(303) 94S6020
86 Fosemont Plaza
Monlrose, Colo 81401
(303) 249-7838
P.O. Box 1882
Grand Junction, Colo 81501
(303) 242-8968
P.O. Box 1643
Rock Springs. Wyo 82901
(307) 382-2649
a(
Vail, Colora
May 29, 1980
Paqe -2-
reinforcing, balancing and drainage are followed, id is felt that differential movement can be held to a tolerable nagnitude. Soil
Type No. 1 was found to have an allowable bearing capacity on the
order of 2000 psf maximum.
The sands of Soil Type No. I were encountered at approxirnately 2 feet beneath the present ground surface in Test Pit No. I (due to poor accessibility, only one test pit was placed on this site).
The upper 2 feet (approxirnate) of the soil profile consisted of a
soft, noist clayey topsoil. This topsoil rnust be penetrated (or
removed and replaced with a suitable backfill soil) by the foun-dations such that the footings rest entirely upon the sands of Soil fype No. I. As mentioned previously, this building wiII contain a basement. Therefore, this topsoil layer will probably
be penetrated as a result of normal construction.
Since the exact magnitude and nature of the foundation loads are not precisely known at the present time, the following recommen-
dations nust be sonewhat general in nature. Any special loads or
unusual design conditions should be reported to Lincoln-Devore so
that changes in these reconmendations may be nade if necessary.
However, based upon our analysis of the soil conditions and pro-ject characteristics previously outlined, the following reconmen-dations are nade.
It is reconmended that a shallow foundation system consisting of
continuous footings beneath all- bearing walls and isolated spread footings beneath colunns and other points of concentrated load,
be used to transfer the weight of the proposed structure. Such a
shallow foundation system may be designed on the basis of a maxi-
mum allowable bearing capacity of 2000 psf as an overall site average. A nininum pressure of 700 psf will be reguired.
It should be noted that the term "footings" as used above inclu-des the wa1l on grade or "no footing" type of foundation system.
On this particular site, the use of a more conventional footing,the use of a "no footing", or the use of voids witl depend entirely upon the foundation loads exerted by the structure.
A relatively steep slope (40 to 50 degrees) exists on the north side of the house. Some of the trees on this slope show slight
evidence of creep (pistol budding). lhis gradual downslope move-
rnent will create a strong potential for differential novement
throughout the structure. Therefore, opposing exterior load bearing walls should be cross-connected to provide additional
r igidity.
Where conventional shallow foundation systens are used, it is
recommended that they be well balanced and heavily reinforced.
Contact stresses beneath exterior foundation walls should be
balanced to within + 300 psf at all points. Isolated interior
or
do
VaiI, Colorado
May 29, 1980
Page -3-
column footings should be designed for unit loads of'about 150 psf less than the average of those selected for the exterior walls. The criteria for balancing will depend somewhat upon the
nature of the structure. Single-story, slab on grade structures
may be balanced on the basis of dead load only. Multi-story
structures should be balanced on the basis of dead load plus
approxinately one-half the live load.
To help ensure that the structure moves nore or less as a single
unit rather than in a differential manner, we would recommend
that all stem walls be supported by a grade beam capable of
spanning at least I0 feet. This grade beam would apply to both
interior and exterior load bearing walls. Such a grade beam
should be horizontally reinforced continuously around the struc-ture with no gaps or breaks in reinforcing steel unless they are specially designed. Beams should be reinforced at both the top
and the botton with the reinforcement being approxinately balanced. AII interior bearing walls should rest on a grade beam
and foundation systen of their own and should not be allowed to rest on a thickened slab section or "shovel" footing. Additional slant reinforcing (at 45 degrees) should be placed at any step in
the foundation wall.
Where the stem walls are relatively shallow, vertical reinforcing will probably not be necessary. However, where the walls retain
soil in excess of about 5 feet in height, vertical reinforcing
rnay be necessary to resist the active pressure of the soils along the wall exterior. To aid in designing such vertical reinforcing, the following equivalent fluid pressures can be
utili zed:
soil Type No. 1 - 32 pcf
It should be noted that the above values should be rnodified to take into account any surcharge loads applied at the top of the walls as a result of stored goods, Iive loads on the floor,
machinery, or any other externally applied forces.
Where floor slabs are used, they may be placed directly on grade
or over a cornpacted gravel blanket of 4 to 6 inches in thickness.
Under no circumstances should this gravel pad be allowed to act
as a water trap beneath the floor slab. A vapor barrier is
recornmended beneath any and all floor slabs on grade which wiII Iie below the finished exterior ground surface. AII fill pJ-aced
beneath the interior floor slabs must be compacted to at least
90* of its maximum Proctor dry density, ASTI\i D-698.
A11 floor slabs on grade must be constructed to act independently of the other structural portions of the building. These floor slabs should contain deep construction or contraction joints to facilitate even breakage and to help minimize any unsightly
fr
Vail, Colorado
May 29, 1980
Page -4-
cracking which could result from differential movemeht. Floor
slabs on grade should be placed in sections no greater than 25
feet on a side. Prior to constructing slabs on grade, all existing topsoil and organics must be removed from the building
interior. Likewise, all foundations must penetrate the topsoil
1ayer.
Any interior, non-Ioad bearing partitions which will be
constructed to rest on the floor slab should be constructed with
a minimurn space of lN inches at either the top or botton of the
wall. The bottom of the wall would be the preferred location for
this space. This space will allovr for any future potential
expansion of tbe subgrade soils and will prevent damage to the
wall and/or roof section above which could be caused by tbis
novement.
Adequat,e drainage must be provided in the foundation area both
during and after construction to prevent the ponding of water.
The ground surface around the building should be graded so that
surface water will be carried quickly away from the structure.
The minimum gradient within I0 feet of the building will depend
upon surface landscaping. Bare or paved areas should rnaintain a
rninimum gradient of 28, while landscaped areas should rnaintain a
rninimum gradient of 59. Roof drains rnust be carried across all
backfilled areas and discharged well away from the structure.
A subsurface peripheral drain, including an adequate gravel
collector, sand filter and perforated drain PiPe, should be
constructed around the outside of the building at foundation
level. Dry wells should not be used anywhere on this site. The
discharge pipe should be given a free gravity outlet to the
ground surface. If "daylight" is not available, a sealed sump
and punp should be used.
To give the building extra lateral stability and to aid in the rapidity of runoff, all backfill around the building and in uti-lity trenches in the vicinity of the structure should be com-pacted to at least 908 of its maxirnum Proctor dry density, ASTM D-698. The native materials encountered on this site may be used
for backfilling purposes, if so desired. AII backfill rnust be
compacted to the required density by mechanical means. No water
flooding techniques of any type should be used in Lhe placement
of fill on this site.
The foundation soils on this site were noted to be relatively
free of sulfates; therefore, a TyPe I Cement may be used in all
concrete which will be in contact with the soil.
At the present time, the site contains an old foundation which
must be removed. If necessary, the void created by rernoving the
o1d foundation must be replaced with a suitable comPacted
Vail, Colorado
t'lay 29, 1980
Page -5-
backfill. After the foundation has been cornpletely tenoved, then a coarse grained, non-expansive soil could be replaced in the
overexcavated area in lifts not to exceed 6 inches after conpaction. A ninimun of 958 of the soils maxinum Proctor dry density, ASTI,! D-698, should be maintained during the filling process. To insure the quality of the compacted soil, we rnust
reconmend that frequent density checks be taken. The compacted pad could then be continued up to the level of proposed footings.
The open foundation excavation must be inspected prior to the placing of forms and pouring of concrete to establish that ade-quate design bearing materials have been reached and that no debris, soft spots or areas of unusually low density are located within the foundation region. All fill placed below the foun-dations must be fully controlled and tested to ensure that ade-quaEe densification has occurred.
It is believed that all pertinent points concerning the subsur-face soils on this site have been covered in this report. If soil types and conditions other than those outlined herein are
noLed during construction on the site, these should be reported to tincoln-Devore so that changes in recommendations can be made,if necessary. If questions arise or further information is required, please feel free to contact Lincoln-Devore at any time.
Respectfully submitted,
LINCOLN-DTVORE TESTING LAB., INC.Art/[a r*t ////ozzttz " "'z-"--'By: Francis &lag'nussen
F!i/1ab
LDTL Job l\io.CC: LDTL -
i1 Engineer
GS-1380, 33991
Glenwood Springs
P. E.Ess igmann,
d o{
SCALE* l"= aOoo'
C OLORADO: OOLORADO SPRII{GS 'PUEBLO, GL Etl WOO D SPRINGS ,
GRAfl D JUt{OTION, tIONTROS€,
WYOIIING : ROOK SPRII{GS GEOLOGISTS
Loc-qtrou b'toc*.^n
.SOILS
?v 'yz
DESCRIPTIONS'
uscs DEscflPrptt
-
ToPsoil
-
Mon-mode Fill
GW
GM
SW
SP
SM
ca
ML
CL
OL
MH
CH
OH
PI
GW,/GM
Gw/GC
GP/GM
\r7uu
GM/GC
GC,/GM
Sw/SM
svv/sc
SP/SM
sP/sc
SM,/SC
SC/SM
CL,/ML
WelFgroded Grovel
Poorly-groded Grovel
Silty Grovel
Cloyey Grovel
Well-groded Sond
Poorlygrcded Sond
Silty Sond
Cloyey Sond
Low-plosiicity Sih
Low-plosticity Cloy
Lol-olosticiiv Oroonic
Sill ond Cloy
High-plosticity Silt
High-plosticify Cloy
High- plosticity
Orgonic C loy
Peot
Well- qroded Grove l.Silty -
Well-groded Grove l,
Cloyey
B?totrJy
- sro ded Grovel
Poorly- 9 roded Grovel
Cloyey
Silty G rovel,
Cloyey
Cloyey G ro vel,
Silty
$?]f- n'oo'o tono'
We ll- groded S ond,
uroyey
!ii;'t- sroded sond'
Poorly - groded S ond,
Cloyey
Silty Sond, Cloyey
Cloyey Sond, Silly
Silty Cloy
xxx
xxx
COLORADO, Colorodo Springs, pu€bto,
Glenwood Spring!, Montrosc, Gmniso|t,EXPLANATION OF BOREHdLE LOGS
AND LOCATION DIAGRAMS
DESCRIPTIONS'
DESCRIPT|OAI
CONGLOMERATE
SANDSTONE
SILTSTONE
SHALE
CLAYSTONE
COAL
LIMESTONE
DOLOMITE
MARLSTONE
GYPSUM
Oiher Sedimentory Rocks
rl,l'rEous Roct(s
GRANITIC ROCKS
DIORITIC ROCKS
GABBRO
RiIYOLITE
A,NDESITE
BASALT
TUFF A ASH FLOWS
BRECCIA I Oiher Volconics
Olher lgneous Rocks
GNEISS
scHtsT
PHYLLITE
SLAIL
METAQUARTZITE
MARBLE
HORNFELS
SERPENTINE
Olher Metomorphic Rocks
8 NOTES.
SYUEOL pEscalPno t
9lz Slondord ponetrolion driv6
Numbers indicste 9 blows 10 drive
the spoon t2" into ground.
ST z- l,/a'Shelby thin woll somple
tlle Noturol Moistura Content
lUx W€ofhered Moferiol
Free woter toble
Yo Noturol dry density
T B. - Dislurbed Bulk Somple
@ Soiltype reloted to somples
in reporl
Top of formolion
(DTest 8orin9 Locotion
EEI Tesl Pil Locotion
t-4s-r Seismic or Resistivily Stolion.
Lineotion indicoles ogprox.
. length e orienioiion of spreod
( S = Seismic , R= Resistivity )
Stondord Peneirotion Drives ore mode
by driving o slondord 1.4" split spoon
sompler into fhe ground by dropping o
r4o lb. vreighi 3o". ASTM test
des.0-rs86.
Somples moy be bulk , siondord split
spoon ( both disturbed ) or z-lz" l,O.
thin woll ("undisturbed'r) Shelby tube
somples . See log for lype.
The boring logs show subsurfoce condilions
ol lhe dotes ond locotions shown , ond it is
not worronled lhol lhey ore representolive
of subsurfoce condilions ot ofher locoiions
ond limes,
or o(TEST HOLE NO.
OP ELEVATION T.P.a I
To9ga\L.,
CAYEY, STLfl
SR.,
VERY
FTRr{.
T. g.
@
HO\ST TO
VE]RY HOT€
LT. EROVX2
gcArrEREs
C_6BBLA9
lo to
t5 r5
20 zo
z5 ?5
lo'bRAlNAcrE d
\\,I
UT\LtrY EAgEr.r.EltT
PRoF6SEb RE:='tb€lrsg
LOr- la, BLoc.K 6
VAIL INTER}{OU}{TAIH
suabtvrsIoN
\
\
N
I -t
IO' bRA TIAAE d
UTILITY EASET4EIT
-- __
q4.ALE ! t"rZO'
B.''rs.
GOLORADO: COLORADO SPRINGS,
PUEBLo , GLENWOO0 SPRI H GS ,
GRAND JU CTION. MOI{TROSE,
Y'YOUING: ROCK SPRIN6S
Tssr Prr t Lo..r'ou b,oq*o^FF,tii-:'l
a a .'-r
soll s:qFle s!{Test
Date
Test
No.33aor t
Project s.ab.
Sanple LocatlonL
5-15- ao
K.3.
Fr
H
9l B
I
f'l z H
F z t-t
H A
r00
90
80
70
60
50
40
30
20
t0
tYz",}J tl #4 #ro
fl.."f"r- tfi "l
#200 #20 #40 #1@ - Sleve No"
SILT TO CIAY
Nonplastlc to Plastic
Sample No.
Speclflc cravity
Uolsture Content
Effective Slze
Cu
Cc
Flneneee lrlodulus
L.L. u,.z % P.r._o.e_%
BEARTNG e6oo pef
700 Ps.f sv.lE LL
Sleve Size % Passlng
L L/2"
1"
3/4:loo.o
L/2:?e.e
3/8"90.1
67.9
IO
20
40
76.A
100 504
200 4t.?
0200
oo 50
20.9
,t.l
S ulfateg
GRAIN SIZE ANALYSIS LINCOLN-DeVORE TESTING I,ABORATORY
COLORADO SPRINGS. COLORADO
EAGTE CO{.$rgrY a
ING
"!irlt:rlliiii;,
DEPARTI'IENI' OF BUILDING & PLANN
EAGLE. COLORADO 81631
TELEPHONE 303/328-73 | I
SOARD OF COUNTY
co M M rss toN ER5
Ext 241
ADMINISTRATION
Ext 24 |
ANIMAL 5HELTER
949-4292
ASSESSO R
Exl2O2
BUILDING IN
I N5P ECTIO N
Ext 226 ot 229
CLER K &
RECORDER
Ext 217
COUNTY
ATTO R N EY
Ext 242
ENGINEER
Ext 236
ENVIRONMENTAL
HEALTH
Ext 238
EXT ENS IO N
AG ENT
Ext 247
LIBRARY
Ext 255
PUBLIC HEALTH
Eagle €xl 252
Vail 476-5844
PLANT\ING
Exl 226 or 2?9
PURCHASING/
PERSONNEL
Ext 245
ROAD & BRIDGE
Ext 257
SHERIFF
Eaole Ext 2l I
aaialr 927-3244
Gilman 82 7-5 751
SOC tAL SERVICES
328.6328
TREASURER
Ext 20 |
RE: Applicatjon for Building Permit 'in Eag'l e County
29i75 Basingdale Boulevard, Vail Intermountain - Denjed.
The Eagle County Building Dept. requires that applications for Bui'lding
Permiti in Eagle County be routed to the Eagie County P1 ann'ing, Engineeping'
and Environrnental Health Departments for their comments prior to issuance
of the permits. Your application was routed on5/2/80
Listed below are the comments and recommendations which were made by the
above departments during the routing procedure. If you have any questions
or wjsh to get further exDlanation, pl ease contact the appropriate dept.
Plannins Department ;."ljt /.2\.
u'))
r' 4L-,
,t'5) .
vto) .
Alice L. Parsons
P.0. Box 674
Vail, Colorado 81657
12 May 1980
Approved.
Parking needs 3 spaces.
Landscaping plan is not shown on
site p1an.
Driveway is on part of Lot 15.
'Maximum road cut is 24 feet.
Lot slope over 30% needs a soils
study and an enqineered foundat'i on.
Need drainage plan.
resol ve any probl ems and/or
delay the issuance of Your
It would be to your
requirements as soon
building permit any
advantage if you begin
as possible so as not
longer than necessarY.
TO
to
Inspector
Bujldinq Official
LD/ad.j
o.
o
I
^;:'>FGI
urm
m 79 Flc
z. -l -{-t-I
I
q.-
Po ., -f
l;l or
04 r_t.t6 O-v
!-d o qYF
rr.s c
s-.\. -t--
j,
I
l
I
l '-1
tt:i (0-r3rl). /o'zsl (rvld).2€'zct'3.,ZE.Lboogs
FI .Hi
{r
z
(rl
(o
o
N
.
.})
\
\
l
\
:
t\,w i\
I
$
@
m
i\)
o
P o
(o
#-v"Y: -r--t.
l !-l4i
:
Fvra 6[zr
-P
o_
c,a
:
z,
c)
m
I c I
f
-{
I
..J
rJ,
I
l
' .\l
J
!'- I Tcr t li !zl m> |>6' I 6A ,
*, 1
=I t,tI tr tl il
r o
-l
(,t.l
,/, --2a+--'----
l
\:t )*
ii--+i
lqn ?"t'.Y t
J, j
*1 ::
: t O-
I
I
I
I
l
I l1
ADII.IG - UREAN ARF
Side SYrole or Chcnnel
Reor Droinoge SwoleT
Protective Slopes
Front Drornoge Swole
Oroinoge 0ivicle
ible locctions ot
eo3ernen 1: to Drope r
reor dro Inoge
oulfoll
- [:'l ll
-tt
I
I
I
l-I
t-lo l()t:la
: m!H:l --i-i<
- ilitrlii;l - |
- ffiu*l ttJ It \
,-'-l
I
I
--l I
I
I ......-;
I
I
I
I
I *-""-l
I
I
I
I
r it/ |l* 1 isf l I ril-:tt i I
I -- lrii'iiitrlll -l- :t-ft]j-i-l i*fr+I
: - |rliili;itllil-l-
i -- l,li;il:i,illl-r-*fi+
-{-
LOT GRADING - TYPE A LOT GRADING -TYPE C
LOT GRADING-TYPE C
(clt drclr:re to reoi lct line)
EX,Ai':iPLE: ELOCI( GR,ADli\G T'/PE 3
Steep Cross-Slope
.trtithct
"Llrnimum Properly StondordS for
Ooe ond Two Living Unrls''
HUD.FHA
l'.: ove:n ber l!56 Fi-tA l'lo. 3OO
FIGURE 30
LAND GRADING
,fi
/i/cfi"
tol, l4z l0
iorBW
2.9173 fias,r
- - .- --t
[uNc/
llrea -
6q.gl'
uloodrt
htrn
/nd,it*^i d"r,io,.)
{o.d,i[o' 1"' h. s4r"J.'s..1 bq 'tr<.6i. \ rj (trard rrr..o*l h.-7r,Y
d)(n
I
I
I
I
I
I
I
I
I
I
t
I
I
I
I
I
-t
L^J
f\)(\
f\)
11'4rniryit
[d ooderi Or.o
:l 2
t\
(^
n,
\,
Fb i, r.rn lc
1'5_
I
.s? :
$ttue/ driue
I
i
I
i
q
o_
Date
Perniit #
cl<4ir,:l-
OY,rr,;:F d.cp f,tt lriul;11e, c,i'tinte.., tt|n,t,,tg firea
ET
/j,;,c9 '