HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 1 LOT 13 LEGAL$
c{l*.ttw ElrELrnr t
Design Review Board
ACTIOT{ FOR]II
Departrnent of Community Development
75 south Frontage Road, Vail, Colorado 81657
tel:970.479.2139 fax:970.479.245t
web: www.vailgov,€om
Project Name: SHCUIZ RES. HOTTUB
Project Description:
Participants:
Project Address:
Lcaal Description:
Parrel Number:
Comments:
OWNER ALPINE DRIVE TIC
461TURIC1JM RD
I.AKE FOREST
IL 60045
APPUCANT ALPINE CONSIRUCION AND REMOlO 12L12005 Phone: 970-926-2048
P.O. Box 8337
Avon, CO
4923 Lake Creek Village Drive
Edwards, CO 81620
License: 705-B
CONTMCTOR ALPIN E CONSTRUCnON AN D REMO 10/2U 2OOS Phone: 970-926-20'18
P.O. Box 8337
Avon, CO
4923 Lake Creek Village Drive
Edwardt CO 81620
License: 705-8
1798 ALPINE D.R VAIL
DRB ilumber: DRB050565
RNAL APPROVAL TO INSI-ALL A HOT TUB ON GMDE AT SW CORNER OF HOUSE
L0l2rl200s
Location: 1798 ALPINE DR
Loe 13 Block: Subdivision: VAIL ULI-AGE WEST FIL 1
2103-123-1200-8
SEE CONDMONS
Motion By!
Second Byr
Vote:
Conditions:
BOARD/STAFF ACTION
Action: STAFFAPR
Date of ApPrcval; 1012612005
Cond:8
(PLAN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond: 0
(Pl3N); DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
DRB approval shall not become valid for 20 days following the date of approval.
Cond: ZOZf
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is commenced
and is diligently pursued toward completion,
Cond: CON0007675
fiE APPUCANT SHALL VERIFY TI.IE LOCATION OF THE PROPERTY LINE PRIOR TO INSTAIITIOI{ T(
INSURE THATTHE HOTTUB IS LOCATED A MINIMUM OF 7.5 FEET FROM fiE PROPERTY UNE.
@nd: CON0007676
THE APPUCANT SHAIT REVEGITATE AII DISTURBED AREAS WIIH GRNS MHTIN SB/EN DAYS OF
THE INSTAU.ATION OFTHE HOTTUB.
Planner: Warren Campbell DRB Fee Paid: $20.00
O Uinor Exterior Alteratils
Application for Design Review
Depaftment of Gmmunity Development
75 South Frontage Road, Vail, Colorado 81657
tel 970.479.2L28 fax: 970.479.2452
web: www,vailgov.com
General Information:
All projects requiring design review must receive approval prior to submifring a building permit application. Please
refer to the submifral requirernents for the particular approval that is requested. An application for Design Review
cannot be accepted unul all requircd information is received by the Community Development Department. The
project may also need b be reviewed by the Town Council and/or the Planning and Environmental Commission.
Design rcview apprwal lapses unless a building pemit is issued and constnrction ommences within
one year of t{re approval,
Description ofthe Request I
Co e/\/Ftl- a€
tocation of the Proposal: rot: /3 gloct<:Lls*
Physical Address:
Parcef No.: zto3lz3 lLoog (Contact Eagle Co. Assessor at 970-328-86'10 for parcel no.)
Zoning:
.Fglt
Name(s) of Ovuner(s):
Mailing Address:49t Tve""rq l?e. La!<- l-rraest, 5L L(lc4f
Owner(s) Signature(s):
Mailing Address:w .2g
Phone:3?G -t3 L 4
t4
E-mail Address: @Fax:
Type of Reviar and Fee:
.K0
F,l
tr Signs
tr Concepfual Revievrr
tr New Crnstructiontr Mdition
El Minor Alteration
(multFfam ily/commercial)
)EL Minor Alteration
(single-family/duplo<)
Changes to Approved Plans
Separation Request
$50 Plus $1.00 per square foot of total sign area.
No Fee
$20
No Fee
$6s0
$300
$2s0
For construction of a new building or demo/rebuild.
For an addidori where square footage is added to any residential or
commercial building (indudes 250 addiUons & interior conversions).
For minor dranges to buildings and site improvements, such as,
re.roofing, paintlng, window additions, landscaping, fences and
retaining walls, etc,
For minor changes b buildings and site improvements, such as,
re-roofing, painting, window additions, landscaping, fences and
retaining walls, etc.
For revisions to plans already approved by Planning Staff or the
Design Review Board,
tr
tr
Name of Applicant:
Hr:ff * 9 oD.
cny no., =9.37-ry'4n*ngDae: l(- ( C '65 DRB No.r BsfO g-S
TOWNOFVAIL, COI.ORADO Statement
Statenent Nurnber: RO5OOOl??4 Anorlnt 3 $20.00 tO/21/2OOSI0:33 AII
Palment Method: Check Init: aIS
Not,atsion: 18 32 /ALPINE
CONSTRUCTION AND REMODEIJING, INC.
Permit No: DR8050555 1]4)e: DRB-Minor AIt, SFR,/DUP
Parcel No: 2103 - 123 -1200-8
Sit.e Address: 1798 AIJPINE DR VAIL
IJocation: 1798 ALPINE DR
Tota1 FeeE:
Thi6 Pa)znent:$20.00 Total AI,I, PMtE :
Balance:++*t*:*:r++++****t*f*******t+**f+++++f+*'t+*tff+a**********t*{.f++tt+t*t*******l****t+*+***+**l**
ACCOUNT ITEM LIST:
Accounts code
DR 00100003 LL2200
DeEcription
DESIE{ REI'IEI{ FEES
$20.00
$2O.00
$0.00
Current Pmta
20.oo
,*ffi
I, (print name ) bPwapa Se.+vr-z , a joint orvner of property located at (address/legal
description)t"99 4"f.""-- gtzrve-
JOINT PROPERW OWNER
WRITTEN APPROVAL LETTER
provide this lefter as written approlal of the plans dated which have
- *Joclrt Str€
been submitted to the Town of Vail Community Development Department for the proposed improvements
to be completed at the address noted above. I understand that the proposed improvemenb include:
-r(
lOqAi.€tF1 o^, SQ\rrrJ Srr2E OF tlo \r Se-
I fufther understand that minor modifications may be made to the plans over the course of the review
process to ensure compliance with the Town's applicable codes and regulations.
nlt
(Date)
(r
- l2€..uo<,c,n*r to fr-rp ur- tJ tl+rasr..lI (B e,*,t, Perf r-r.c-ep ) To Tt^/c)
Page 2 of t3106106/0s
From: <MariSchulz@aol.com>To: <jsuther@vailgov.com>Date: 10/16/20055:14:11PMSubject: Pictures for hot tub permit application at 1798 Alpine Drive
Attached are photos showing the area for the hot tub we would like to
install at 1798 Alpine Drive. Please contact Ed Schulz at _edwards@arkatz.com_
(mailto:edwards@arkatz,com) with any questions.
Thanks,
Marian Schulz
<edwards@arkatz.com>
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TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Cotorado E1657 Lol tl,
970-479-2138
FAX 970-479-2452
Building Safety
rrui tv, t11., w.-sl at'*tiffii''i!'iii
April 23, 1998
Mr. Sidney Blandford
731 Sandstone Road
P.O. Box l27l
Vail, CO 81658
Re: Town of VailBuilding Permit #898-0036, Blandford, 1788 Alpine Drive, Parcel#2103-123-12-008
Dear Mr. Blandford;
This is to formally notify you of a very serious and potentially hazardous situation that you have created on your
construction site at 1798 Alpine Drive. The history of the project is briefly discussed as follows:
On August 16, 1982, a geologic hazards investigation was completed by the Lincoln lDevore engineering firm
(for Claycomb Engineering, Job. No. 44718-GS, 8/18/82) for the subdivisions known as Highland Park,
Highland Meadows and Vail Village West, Filings I and2. Your property, Lot 13, was mapped as being within
"Hazard Area 5," an area that "consists for the most part of metastable slopes." The report goes on to say that:
"This area designation is generally characterized by steep to very steep slopes and accelerated creep.
Local seeps are also present within these areas. Construction in areas designated as Hazard Area 5 will
require a very detailed and probably expensive geotechnical investigation, and probably very extensive
mitigation. Depending on specific construction and conditions, development may not be economical.
Construction planned adjacent to the Area 5 designation (both near the tops and toes ofslopes) should
evaluate the effect construction will have on designation 5 areas, and effect these slopes will have on
construction. Investigations for stability will probably involve oFsite analysis."
Ordinances 16 and29, Series of 1982, were adopted by the town, and contained requirements to be followed in
conjunction with any construction in these identified geologic hazard areas. A later ordinance, #5, Series of
1985, repealed the prior ordinances and provided more detailed requirements for construction in the identified
areas.
On March 24, 1998, you applied for building permit #898-0041 to construct a 4Jevel, 2, I 93-sq.-ft. single-family
dwelling on Lot 13. The application materials included a soils and foundation investigation by Koechlein
Consulting Engineers (Job No. 97-335, llll0l97) and a letter from Koechlein Consulting Engineers dated
l/30/98 indicating that the firm had reviewed the 1982 Lincoln/Devore study and concluded that "Provided that
the tecommendations presented in our soils and foundation investigation are followed (emphasis added), we
believe that construction on this site will not increase the hazard to other nearby property or structures." The
soils engineering report and the approved engineered foundation plans included a number ofrecommendations,
which, by virtue of the Koechlein Consulting Engineers letter dated January 30, 1998, the town's approval of the
{; "rn t"rr r",
\
Blandford, 4123198, p. 2
plans, and the conditions placed upon the face of the permit when it was issued on April 10, 1998, make all of
these conditions ofthe issuance ofthe building permit. Some ofthe conditions placed upon the approval ofthe
building permit are summarized as follows:
I ) That the excavation conform to the I lll0/97 soils report (condition of permit issuance).
2) That excavations be performed after peak runoff period, which is after approximately July I 5 (soils engineer).
3) That cuts not exceed l0 feet in height (soils engineer).
4) That, if any cuts exceed the maximum recommended height of 10 feet, the soils engineer is to be contacted to
provide an inspection report and mitigation plan (soils engineer & condition of permit issuance).
5) That temporary shoring and soil nailing is required (structural engineer & condition of permit issuance).
6) That, in accordance with the approved, engineered foundation plans (Sheet S2), the excavation be phased as
follows:
a) Excavate entire site to an elevation 8 ft. above the lower level garage floor level for the upper level
footing.
b) Form and pour upper footing and wall.
c) Excavate and soil nail concurrently below upper footing.
d) Form and pour lower footings and walls.
e) Backfill and compact behind lower wall, then upper wall.
For additional details concerning these and other requirements, please refer to your building permit, your soils
and foundation investigation and your approved engineered foundation plans.
On the aftemoon of April 16, 1998, Terri Partch and Larry Pardee from the TOV Public Works Department and
Charlie Davis, Building Inspectoq and I, visited the site. At that time, the hillside had been excavated, leaving a
bench approximately 12 feet in height before rising approximately another 12 feet to the top ofthe cut. This
exceeded the recommendations ofthe soils engineer. Charlie Davis left a written correction notice in the cab of a
piece of equipment on the site, notifring you of the need to "provide an inspection report from soils engineer of
record to veri$ requirements are being met for slope stability and depth ofcut and benching is acceptable. Any
mitigation must be submitted to the town for review."
To the best of my knowledge, we received no response from you regarding the correction notice. Late in the
morning on April 21,1998, Charlie Davis and I returned to the site. At that time, you were operating a front end
loader filling a dump truck with dirt excavated from the site. There was no longer a benctq but a single open cut
estimated to be approximately 30 feet or more in total vertical height. At this point, you were very clearly in
violation ofthe recommendations ofyour soils engineer, the approved foundation plans designed by your
structural engineer, and the conditions of approval of your building permit. For these reasons, we asked that you
stop all work- on site and not proceed any further with the excavation or construction until your soils engineer
-
had visited the site, made an inspection ofthe excavation, and reported his findings to us. You agreed to halt the
excavation work and immediately contact your soils engineer and request an on site inspection. Chadie Davis
prepared a second correction notice reflecting these facts and left it with you, retaining a copy for our files.
Since that time, you have spoken on the phone with Charlie Davis and notified him that a representative of
Koechlein Consulting Engineers had visited the site. This discussion with you and subsequent discussions with
Scott Myers of Koechlein Consulting Engineers by Charlie Davis and Russell Forrest, TOV Community
Development Director, have led us to believe that your soils engineer is not comfortable with the existing
situation and feels that it should be mitigated as soon as possible, especially before the soils in the area become
wetted by spring snow melt, runoffand rains.
In addition to this, we have been informed that you have "laid back" the cut slope by further excavation up the
slope in an attempt to bring the cut slope to a steepness of no more than a I : 1 slope. This, of course, violates
o-at
Blandford, 4123 198, p. 3
our agreement that you would not do any further excavation until we had received a report from your soils
engineer and authorized you to proceed further with the construction.
At this point, Mr. Blandford, you have, of your own volition, unilaterally, and without any authorization from the
Town of Vail, your soils engineer or your structural engineer, violated the conditions of the issuance of your
building permit and created a situation that is potentially very dangerous to the public and to properties below
your property.
OPTIONS:
As near as can be determined, it appears that you have two options at this time, each of which needs to be done
as soon as possibly and as carefully as possible, before wet spring conditions cause the cut slope to fail:
l) Stabilize the Cut Slope With Soil Nailing. This is an option that has been mentioned by both your soils
engineer and your structural engineer.
2) Stabilize the Cut Slope With Construction of Foundation Walls and Compacted Backfill. This option
would require a revised excavation and foundation construction phasing plan and could possibly require revised
engineered foundation plans.
Regardless of the option that you choose, the following conditions apply:
l) You must strictly follow the recommendations of your soils engineer and/or your structural engineer.
2) Any mitigation and/or construction work must be done by qualified professionals.
3) You are not to proceed with any additional work by you or contractors retained by you until you have
supplied detailed plans and/or procedures prepared by qualified engineers and you have received authorization
from the Town of Vail to proceed.
TIME LINE/DEADLINES:
Due to the very real hazards involved, I'm sure that you appreciate the need to resolve these issues quickly,
before wet spring conditions cause the open cut slope to fail. For this reason, we are requiring that you respond
to this letter no later than Monda , with your choice of an acceptable means to
mitigate the slope failure hazard and stabilize the slope. Once an acceptable proposal has been approved, it must
be implemented, inspected and approved no later than fourteen (14) days from Monday, Apnl27, or no later
than Monday. May I l. 1998. If you are unable to propose and implement an acceptable solution within the
time frame specified, the town will have no choice but to undertake the mitigation of the hazard as a public
nuisance and bill you for any expenses incurred by the town in mitigating the hazard.
STOP WORI( ORDER:
Section 202(d) of the l99l edition of the Uniform Building Code, as adopted by the Town of Vail, reads as
follows:
"(d) Stop Orders. Whenever any work is being done contrary to the provisions of this code, the zoning
ordinancis of the Town of Vail, subdivision ordinances of the Town of Vail, the nuisance ordinances of
the Town of Vail, or any other ordinances of the Town of Vail, the building ofticial may order the work
stopped by notice in writing served on any persons engaged in the doing or causing such wo-rk to be
done, and any such person shall forthwith stop such work until authorized by the building official to
proceed with the work."
This letter shall also serye as an official notice and order to you to stop all work on the site until such time as you
have been authorized to nroceed with additional work.
o ri
Blandford, 4/23/98, p. 4
In addition to the issues described above, you may also be in violation of the conditions of your Design Review
Board (DRB) approval for the development of the site. Please contact Dominic Mauriello at 479-2148 to
discuss any issues regarding the status ofyour DRB approval.
The Building Safety & Inspection Services Division and the rest of the Town of Vail staffare here to serve as a
resourc€ to you and assist you in constructing a safe dwelling that will minimize adverse impacts on the
surrounding area. It is hoped that we will be able to work together to successfully resolve these issues and
facilitate the completion of your construction project. If you should have questions or need additional
information, please feel free to contact me at 479'2321.
Very Truly Yours,
Gary R. Goodell,
Chief Building Official
GRG:grg
cc: Bill Koechlein, P.E., Koechlein Associates
Tom Moorehead, Town Attorney
Russell Forrest, Community Development Director
Dominic Mauriello, Senior Planner
Charlie Davis, Senior Building Inspector/Plans Examiner
File, B98-0036
Design Review Board
ACTION FORM
D€partment of Comrnunity Development
75 South Frontage Road, vail, Colorado 81657
tef: 970.479.2139 fax.97a.479.2452
web: www.vailgov.com
Project Name: SCHULZ RES, MNDOW ADDITON
Project Description:
PafticipanB:
OWNER ALPINE DRIVE LLC
46l TURICUM RD
I.AKE FOREST
IL 60045
FINAL APPROVAL TO REPLACE DCSTING MNDOWS AND ADD NEW WINDOWS
DRB Number: DR8050541
Location:
10/071200s
APPLICANT GWATHMEY/PMTT/SCI-TULIZ t0l07l2005
ProjectAddress: 1798 ALPINE DR VAIL
lg7g$gNBtR5F€R$IE-
Legal Description: Lot: 13 Block: Subdivision: VAIL VIIJ.AGE WEST FIL 1
Parcel Number: 2103-123-1200-8
Comments: See Conditions
Motion By:
Second By:
Vote:
Gonditions:
BOARD/STAFF ACTION
Action: SfAFFAPR
Date of Approval: 10/13/2005
Cond:8
(P|-AN): No changes to these plans may be made without the written consent of Town of
Vail staff and/or the appropriate review committee(s).
Cond:0
(P|-AN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
@nd:201
DRB approval shall not become valid for 20 days following the date of approval.
Cond:202
Approval of this project shall lapse and become void one (1) year following the date
of final approval, unless a building permit is issued and construction is @mmenced
and is diligently pursued toward completion.
Cond: CON0007641
THE APPUCANT SHALL MATCH ALL NE\A' MNDOWS AND TRIM TO THOSE DOSITING ON THE
STRUCTURE. ALL SIDING MATERIAL WHICH MIGHT BE DAMAGED DURING INSTALI-ATION MUST BE
REPAIRED AND MATCH THE EXISNNG SIDING MATERIAL PRIOR TO PLANNING APPROVING A
TEMPOMRY CERTIFICATE OF OCCUPANCY OR A FINAL CERTIRCATE OF OCCUPANCY.
Planner: warren orti one reeld: g2o.oo
PAGE g2/A3KATZ & KATZL8/E5lzEBS L1:08 s,472@5L2L2
v
le
B
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Fhonr: fltr -"36 4
l{inor Exterior Alteraff one
Appllcation for Deeign Review
O?prrffi of CorlInunly Dedqmert
?5 soutfi FlmEge Rmd, \6j, 6brE6 gl65t
h[ 9]U.{79X128 tffi , 97 o.4n.usz. tftbiVillv,,rlilgorr,mfi
EenenrlInEll|lUdT
{|ry+ Eqrthru 'OrAsn rerrb; mst rErEire apprcrd nrtor b $lbmlfirg a brtHhrg nEflE amhUru pleate,!gp. ilhilnil llquir!,rultl ff rT paiuoir'ai uoonirrx t pq,rftt An iletatb'| h Deff R6,trw
3BS !_tl!H uftr ![ Equied nruntruon r r&ta Uv ure.tinrnunry Dd[pm6i ueoarurfrrt. rrre
PtoJeEr rBy clo neec b be tevlqfled by ute Tottlt ft{ncl- !rd/d $e PlannlrE 6q eivfonmetfrt CsrnmisdsrDrdgn rudeur Nplrfrrl la=r unnri r bunilnlpiiira h-b"*d ilt;,rffir&;Jttr.rpr ,.rurntrr ya.? €f, thc rpronl.
Orecrip$nqfdil Rlquttt! ELpl-qe- _ Er_..*,-o,rl. t .lroo-,
Fartlilo.:Z(o3 t (6nEd ElSlr Co. Asscseor 6t 970.328+640 hr pael no,)
lodngr
ilam€(E)doil|I{+
ilaifingfi{6s3
OrYne(r) $Snfrffi(l):
ilrmesf AFlkEtt
t{itiling Addncs: 1/-
Locadorr dtftc Prspoel:
Ar.rivC ,hve LLg.
E meilArldre*l
lYRc of Raderr end FeelB SEliu
O CottcEIE sl Fterrte{
O ilew Cor*uqtmO Addtldt
tr Hinor AlterdEo.l
(trruH-nnry16s1yt|"''64
)Et xir*lgaton
(rbglefsnllv/dupla)
D Chtng€r E AFro\rrd pbng
D Separawr neqrist
Frs f 1.00 pcr 4lrte ftot of Ebl Eign am,
,OaoS
ss{t
ilo Fec
15s0
$300
$250
i20
t20
No tue
For grlnrc{on of t nw bnlldfrg or demo/reh:lH.
Fcr en addhfri r{ise sguaru ftpffi{te is tdded to any l€C&ntel or
smmerdtl bulHkp (hrdudes 230 addlthrs & tntertor wrwdorr).
F0| minot dEng€o to buiifibtr atil Eb imHlysncrr8, srdl !s,
re.rEofirq, paintiq, widou, adHqrs, tadscadrU, ftncf afll
ftltinigx,elh, fr.
Foi nhor .h!troc! s b0tf,rEF {id dil! |mprcvr'|rttllL ttcn 8,
rt.llonng, pJrrtig, wirrdofl rod ons, bnd*rCng, lences and
ntainirry r$llg, ltefu tlt,lslc*ls to plNns rlrudy UprqrrCd by plenDtng galf or tlre
Des-gn Radew Eond.
L,rC d
ECT-65-eAE5 B8:sAAH
eleTs?eatB:oI
Fa x : 847?851812
bGSg€6Al6I l,l:EEISF.l0) :gllcl'lbl:rroJl
Id:RLPINE CONST&REN
- 5 2005
D'I:84 SEEa-SA-j30
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J-8/A5/2A85 1l-: 8E 847205L2t2 KATZ & KATZ PAGE 63/A3
T0ltiil
IOT]IT PFOFERTY OY'iIER
WUTTEI AFPROVALLEfIER
'btiret Lcc
I, (prffi name) .trpr-,a pajd.*r-; T AtP i:t"
i,* pr* " popertr tocaurt it (adtt*sgegal
deecdpsoil) lT
prwlde tnis btter e writtn amrwal of fie plans d8ted whkh haw
been submltted tp t|e Toyyn cf Vait Cornmuntty De\Gbpmnt oeFartrent for the propqed lmprovqnEntr
b be cDmpEtEd qttle address noEd aborrc. I urdertaM dut U* propced 'rnLoemenc mOuOel
JI06
Pag6 ? d 13/06/6/05
tzE'd
ECT-a5-2AAS E8r5AAI4
I turtter urillstrand tfiat mina rttodlfkatrns ilEy b€ made b tre plans ner ttre course of the ref/rew
OF \*l4rSf-
(DrlE)
b6gs9e6B6T l+HB$Nm 3NId-lE:rrrorj rI:BE g@-sa-lJo
prms b ensrr cnrnplurrce wth the Townt aoolicaUn qE|lubtlone,
ffiraEl"l J
/P- d-.?oos'
elelsEltB:ol
Fa x : 847E851?1E
..- lf--e!44r{l_o^, SO\{.r+_ Srd€.-Af -tte$lrE -- --
-
Id:ALPINE CONST&REM Pase: OO3 R=9?z
Buildinq Materials
PROPOSED MATERIAIS
TVoe of Material C,olor
Roof
Siding
Other Wall Materials
Fascia
SofRts
Windows
Window Trim
Doors
DoorTrim
Hand or Deck Rails
Flues
Flashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other
Mans++ ErrSr.
L.looo
Notes:
Please speciff the manufacturer's nqme, the color name and number and attach a color chip.
Page 6 of L3lo6l06l05
. Proposed surface drainage on and off-site.o Location of landscaped areas.o Location of limib of disturbance fencing. Location ofall required parking spaces. Snow storage areas.. Proposed dumpster location and detail of dumpster endosure.o Retaining walls with proposed elevaUons at top and bottom of walls. A detailed cross-section and
elevation drawings shall be provided on the plan or separate sheet. Stamped engineering
drawings are required for walls between ,l'and 6'feet in height.r Delineate areas to be phased and appropriate timing, if applicable
. landscape Plan:. Scale of 1" = 20'or larger. Landscape plan must be drawn at the same scale as the site phn.r Location of existing trees, 4" diameter or larger. Indicate trees to remain, to be relocated
(including new location), and to be removed. Large stands of trees may be shown (as bubble) if
the strand is not being affected by the proposed improvements and grading.o Indicate all existing ground cover and shrubs.. Dehiled legend, listing the type and size (caliper for deciduous trees. height for conifers, gallon
size for shrubs and height for foundation shrubs) of all the odsting and proposed plant material
including ground cover.o Delineate criUcal root zones for existing tnees in dose proximity to site gnding and construction.. Indicate the locatbn of all proposed plantings.. The location and type of ocisting and proposed watering q/stems to be employed in caring for
plant material following its installation.r Existing and proposed @ntour lines. Retaining walls shall be included with the top of wall and
the bottom of wall elevations noted.
r Lighting Plan:. Indicate type, location and number of fixtures.e Include height above grade, lumens ouQut, luminous areao Attach a cut sheet for each proposed fixUre.
o REPAINTPROFOSAIS
o For all proposals to repaint odsting buildings, the following supplemental informaUon is required:
o C.olor chip or color sample including the manufacturer name and color number(s)o Architectural elevation drawings which clearly indicate the location of proposed colors (ie. siding,
stucco, window trim, doors, fascia, soffiits, etc.)
Page 5 of 13/06/06/05
TOWN OF VAIL. COLORADO Statement
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Statement Number: R050001673 Anount: $20.00 Lo/07/200504:00 PM
Payment Method: Check Init: iIS
Notatsion: 1s14,/ALPINE
CONST. AIiID REMODEIJING
Permit No: DRB05O541 Tl4)e: DRB-Minor A1t, SFR/D['P
Parcel No: 2103 - 123 -1200-8
Sitse Addrese: 1?98 AI,PIN:E DR VAIIJ' Location: 19?9 St NBI'RST DRM
TotsaI Fees: 520.00
This Payment.: $20.00 Total AIrIr PmtE: 520.00Balance: 50.00
ACCOIJNT ITEM LIST:
Accounts Code DeBcript ion
DR OO1OOOO3TL?2OO DESIGN RSVIEVI FEES
Current Pmte
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D ction Form
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esign Review A
TOWNOFVAIL
Project Name: Blandford Residence
Project Description: New house construction.
Owner, Address and Phone: Sidney Blandford P.O. Box l27l,Yail, CO,81658, Tel: 970.479-8515
fuchitectiContact, Address and Phone: Sidney Blandford.
Project Street Address: 1798 Alpine Drive
kgal Description: Lot 13, Vail Village West lst Filing
Parcel Number: --
Comments:
BuildingName'. nla
Motion by:
Seconded by:
Vote: 5-0
Conditions:
Ted Hingst
Bill Pierce
Board / Staff Action
Action: DRB Approval
l. That the design of retaining walls and the staging plan be worked out with staff
before a building permit is issued.
Date: 2nA98
F:\EVERYONE\DRB\APPROVAL98\BLNDFD.WPD
DRB Fee Pre-Paid: $200.00
O'"O.rlc Planning staffat 479-2128
APPLICATION FOR DESIGN REVIEW APPROVAL
CENERAL INFORMATION
This application is for any projcct rcquiring Dcsign Rcvicw approval. Any projcct rcquiring dcsign rcvicw must
rcccivc Dcsign Rcvicw approval prior to submitting for a building pcrrnit. For spccific information, sec the submittal
requircntcnts for the particular approval that is rcqucstcd. Thc application cannot bc acccptcd until all thc rcquircd
infbrnratiorr is subnrittcd. Thc projcct may also necd to bc rcvicwcd by thc Town Council andor thc Plartning and
Environmcntal Commission. Dcsign Rericw Board approval cxpircs onc year aftcr final approval unlcss a
building pcrmit is issucd and construction is startcd.
DESCRIPTION OF THE REQUEST:Single !aminly Home- New Construction otA.
TOy/N OF VAIL
Alpine Chalet
B.LOCATION OF PROPOSAL: LOT: 13 BI-OCK:- FILING:
PHYSICALADDRESS: 1798 AIPine
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PARCEL #:(Contact Eaglc Co. Asscssors Ofl'icc at 970-328-8640 for parccl #)
ZONINC: Primary/Secondary
NAMEoFowNER(S;' sidney Blandtord
MAILINC ADDRESS: P O BOX 1271 Vail co 816s8
PHONE:
OWN ER(S) SIGNATURE(S):
NAME OF APPLICANT: SidNEY Blandtord
MAILING ADDRESS:L27 7 val-l co 81658
PHoNE: !]: ::
H. TYPI] OF REVIEW AND FEE:
1 ffia--**,ron, D4u' Lonsrruc'on ora ncw Du'olng.
--Tffi;ffi;-- $50 Includcs any addition whcrc squarc footagc is addcd to any rcsidcntial or
\ Z' contnrcrcial building.
f, Vtinor Altcration - $20 Includcs rninor changcs to buildings and sitc improvcmcnls, such as,
/ \ rcroofing. painting, window additions, landscaping, fcnccs and rctaining
walls, ctc.
DRB fccs arc to bc paid at the time of submittal. Latcr, when applying fora building pemrit, plea.se idcntifr
thc accuratc valuation ofthc projcct. Thc Town of Vail will adjust thc fcs according to thc project valuation.
PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAL REQUIREMENTS AND THE FEE TO THE
DEPARTMENT OF COMMUNITY DEVELOPMENT,75 SOUTH FRONTAGE ROAD,
vAIL, COLORADO 81657.
Community Development Plan Routing Form
Larry Pardee/Greg Hall, Public Works ""s e ./t', t -$' ,a'.d'
Reed Oiate, CommunitY DeveloPment
Blandford - New Single FamilY Home
1798 Alpine lhive
Lot 13, Vait Village West lst
Note: Apptication is on fast track Development Review Process'
Singte Family Home on SteeP Lot.
Approved ed (cite detailed r.urond|ved with conditions
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srAGrNG 'LAN
&n-j #r"{ff ,r,,ilBLANDFORD RESIDENCE
l't stage wiil consist of excavating the driveway to allow for safer staging for the rest of
the project. Before this can occur trucks will have to be loaded off of Alpine Dr. for one ten hour
work day. Flag personnel and road signs will be necessary for loading of trucks on the south
side of Alpine Dr. After the driveway is excavated there will no longer be any reason to use
Alpine Dr. for staging, parking or any other reiuon. When loading dump trucks on Alpine Dr.
there will always be one lane free for traffic and fire access.
2nd stage will consist of excavating the upper foundation . With the driveway excavated
trucks can be loaded on my property and not Alpine Dr. Due to the heavy traffic on Alpine Dr.
there is a concern for the safety oftrucks backing into the driveway. If flag personnel is needed
it will be provided. Although this stage should be uneventful I am allowing a three day time line
for excavation.
3'd Stage will consist of back filling and compaction of the lower foundation. In this
stage I will excavate the upper foundation as well. All of the staging will take place on my
property. Five ten hour working days will be necessary for a time line.
4th Stage will consist of the building of boulder retaining walls. Weather is my only
concem in this phase. Construction of the retaining walls will delayed if quality and safety are
jeopardized at all.
5th stage will consist of driveway prep and pour. Construction parking will be provided
on lot 14 by owners permission . Two days will be necessary for completion.
A. Dumpster and Port-A-johns will be located in the driveway.
B. Trees. Tree trunks will be projected by 2" x 4" wrapped around them with safety
fence wire tied to them. Branches will be tied up with rope to protected their original
form.
C. Fire Access. There will always be one lane of traffic available on the first day of
excavating that requires use of Alpine Dr. After this stage there will no longer be a
need to use Alpine Dr.
D. Concrete pumps and cranes will setup in the 48 foot driveway.
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TOWN OFVAIL
Department of Community Development
75 South Frontage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
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January 15, 1998
Sidney Blandford
P.O. Box 1271
Vail. CO 81658
Re: 1798 Alpine Drive New Single Family Home (Int 13, Vail Vailey West 1$)
Dear Mr. Blandford:
The Planning Deparhnent has reviewed the Design Review application for 1798 Alpine Drive, While
most of the submittal items are completed, some issues have surfaced regarding the application materials
and the design of the proposed house/driveway. The following iterns need to be addressed before the
project can be presented to the Design Review Board.
1. lnformation has been provided on the types of lights proposed, but the application lacks a separate
lighting plan that shows the location, height above grade, and total number @y type) of lighting
fixtures. Please be aware that T.O.V. Ordinance $12-11-5.J.1.b. limits the number of light sources to
one light per 1,000 sq. ft. oflot area. Inthe case of Lot 13, l0ligbts above 18 inches in height would
be allowed. The application also needs to include ligfuting specifications that include the "luminous"
output and luminous area (i.e., area ofglass panei for smoked glass) for all proposed ligbts (see
attached Code section).
2. It appears the height of the roof ridge on the north side of the structure is 34.5 feet above the
proposed deck located above the garage. The height limit for a sloped roof in the Primary/Secondary
zone is 33 feet. The structure should be redesiped to adhere to the height limit.
3. The sire coverage onthe lot equals 15% ofthe lot size for building sites that have an avaage slope
greatu than 30% beneath the proposed structure and parking area (T.O.V. Ordinanc e 12-21-14).
The application includes a lot that is 10,410 sq. ft., which at 15% would allow for a site coverage of
1,561,5 sq, ft. Theproposedbuildingarea,withroof overhangsgeaterthan4-feet, equals 1,915 sq.
ft. (1,625 building + 290 roofoverhang). Thus, the proposed site coverage is 353.5 sq. ft greater than
that allowed on the lot. The structue should be redesiped to adhere to the site coverage allowed.
4. T\e retaining wal/s appear to be geater than the 3-foot and 6-foot walls allowed in the code. There
is a 3-foot heiglt limit for walis in the front setback (20 feet) and a 6-foot setback for walls in any
otho portion of the site (T.O.V. Code $12-14-2.C). Altematively, on steep lots thue is an exception
to allow 6-foot retaining walls in the ftont setback whqr associated with a garage proposed in the
front yard setback (T.O.V. Code $12-21-15.L). The drawings show one comer of the garage
proposed within the front setback, which would allow for 6-foot retaining walls in the 20-foot setback.
Please also be aware that Public Works Departm€nt requires that all walls over 4 feet in height must
be designed and stamped by a registered engineer and that all rock walls must be laid back at a l:l
slope and shown on the plan accordingly. In other words, a 6-foot wall lakes up 6-feet of horizontal
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space. Altematively, all retaining walls can have less than a 1 :l slope as long as the desigr detail is
stamped by registered engineer.
5. Due to limited sight distances associated with the curve on Alpine Drive, and the sheet's gade,
backing into Alpine Drive will not be allowed. The typical site distance required for backing into a
street equals 250-feet. All required spaces must be able to tum around on site and approach Alpine
Drive in a forward direction. According to the Public Works Department, 2O-feet is the minimum
allowable tuming radius. A reconfiguration of the garage and/or driveway area will most likely be
necessary to allow adequate vehicle access.
6. The driveway width for residential driveways is limited to 24-feet at the edge of street pavement. The
proposed driveway apron shown is approximately 48-feet, which would only be allowed ifbacking out
were feasible. A redesign of the garage and ddveway configuration will be needed.
7. The site plan should include a note to rebuild concrete curb & gutter with a curb cut for access and
drainage along Alpine Drive.
8. The hazard report utilled"Soils and Foundation Investigtion," needs some
modification/amendments. The Public Works Departrnent has se|rt correspondence directly to
Koechlein Consulting Engineers (please see attached letter).
9. The Fire Dspartment has requested submittal of a construction staging plan. The staging plan can be
zubmitted after Desip Rwiew approvals and should note the areas where construction-related
activities are proposed to take place on or off site. The staging plan should include information
regarding construction parking, truck routes, staging of construction materials, location of dumpsters
and port-a-johns, and tree protection. The primary goal of the staeing plan is to show that the street
and emerge,ncy access will be available at all times.
10. Please also be aware that the construction set ofplans submitted after the Design Review approval
will need a srazrp by a licensed architect.
The above stated iterns need to be addressed prior to review of the proposal by the Desigr Rwiew Board.
Please call me to discuss the above issues and the timing of the presentation to the Design Review Board.
It may be wise to present the plans for conceptual review while the above mentioned itqns are being
resolved.
I look forward to your response.
TeI:970479.2369
Attachments:
- January 15, 1998 letter to Koechlein Consulting Engineers from Town of Vail Public Works Dept.
- Town of Vail Code $ 12-11-5J
ot
1309 Vail Valley Drive
Vail, Colorado 81657
970-479 -2 1 5 8 / Fax 970-479 -2 I 66
Department of Public Worl<s & Trarsponation
January 15, 1998
Scott Mcyers
Koechlcin Consultin g Engincers
12364 W. Alamcda Parkway, Suite 135
Lakewood, Colorado 80228
Dcar Scott,
I havc a few concems aftcr reading your soils report for thc Blandford residence in West Vail. I believe I
havc scnt you copics ofour gcologic hazard rcports done by Lincoln/ DcVorc and Claycornb Enginccring
as wcll as copics ofour ordinancc which defincs how thcse hazard areas arc to bc addrcsscd in thc past in
association rvith anothcr lot. This lot is in a hazard zonc 5, indicating mctastablc slopcs. I nccd you to
includc in your rcport or in a repon amcndrncnt a statcmcnt rcknorvlcdging that you havc rcad thc
Lincolrr/DcVorc hazard study and that you undcrstand that this lot has bccn classificd as zotrc 5 hazard.
Fronr thcrc and front your data liont your soil borings I nccd you to conrc to onc of trvo conclusions:
Thc lot is not in a hazard zorrc and that no corrcctivc cnginccring or ntitigation will bc ncccssary. or
Thc sitc is in a gcologically scnsitivc arca, but that concctivc enginccring or mitigation can bc donc so that
it lvill not incrcasc thc hazard to othcr propcrty, structurcs, public buildings, roads, rights-ot'-way. utilitics
or cascnlcnts,
Your rcport also nccds to ccrtity thlrt adcquatc basc data was providcd or acquircd and that slid basc dnta
was uscd in thc dcsign of thc proposcd projcct.
I will cnclosc copics of thc studics and the ordinancc for your usc. lf you havc any qucstions plcasc call ntc
at (970) 479-2l69.Tlrank you.
Sinccrcly,
Ierit- Pqrrch
Tcni Partch
Projcct Enginccr
Torvn of Vail
{g *""r"rror r*
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CONS ULTING GEOTECHNICAL AND MATERIALS ENGINE ERS
SOILS AND FOI.JNDATION INVESTIGATION
PROPOSED RESIDENCE
LOT 13,FILINGNO.I
VAIL VILLAGE WEST
VAIL. COLORADO
Prepared for:
Mr. Sidney Blandford
P.O. Box 249
Vail. CO 81628-0249
Job No. 97-335 November 10, 1997
DENVER: 12361 tUest Alancda Prkwy., Suite 135, Laketooo{ CO 8022E (303) 989-1223
AVON: P.O' Box 1791, Avon, CO E1620-1791 (970) 919'6M9
S I LYE RTHO BN E : (9 70) 1 6&693 3
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TABLEOF CONTENTS
SCOPE
EXECUTIVE SUMMARY
SITE CONDITIONS
PROPOSED CONSTRUCTION
INVESTIGATION
SUBSUMACE CONDITIONS
RADON
EXCAVATIONS
FOUNDATION
FLOOR SLABS
FOLTNDATION DRAINAGE
LATERAL WALL LOADS
SURFACE DRAINAGE
IRzuGATION
COMPACTED FILL
LIMITATIONS
VICINITYMAP
LOCATIONS OF EXPLORATORY BORTNGS
LOGS OF EXPLORATORY BORINGS
LEGEND OF EXPLORATORY BORINGS
GRADATION TEST RESULTS
TYPICAL WALL DRAIN DETAIL
TYPICAL EARTH RETAINING WALL DETAIL
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Fig. I
Fig.2
Fig.3
Fig.4
Figs. 5 and 6
Fig.7
Fig. 8
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SCOPE
This report presents the results of a soils and foundation investigation for the
proposed residence to be located on Lot 13, Filing 1 in Vail Village West, Vail, Colorado.
The approximate site location is shown on the Vicinity Map, Fig, l. The purpose of this
investigation was to evaluate the subsurface conditions at the site and to provide
geotechnical recommendations for the proposed residence.
This report includes descriptions of subsurface soil and ground water conditions
found in the exploratory borings, recommended foundation systems, allowable bearing
capacity, and recommended design and construction criteria. The report was prepared
from data developed during our field investigation, laboralory testing and our experience
with similar projects and subsurface conditions in the area.
The recommendations presented in this report are based on a residence being
constructed on the lot. We should be contacted to review our recommendations when the
final plans for the structure have been developed. A summary of our findings and
conclusions is presented below.
EXECUTIVE SUMMARY
l. The subsurface conditions encountered in the exploratory borings were
similar. The subsurface conditions consisted of 0.5 to 1.0 foot of topsoil
underlain by a medium dense, gravelly sand with silt pockets to varying
depths of 13.0 to 14.0 feet. Below the gravelly sand, the subsurface
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conditions consisted ofmedium dense to very dense, gravelly cobbles and
boulders with silt pockets to the maximum depth explored of 25.0 feet.
2. At the time of this investigation, free ground water was not encountered in
the exploratory borings. However, ground water was encountered in the
excavation of an adjacent lot in the month of May. we recommend that
excavations be performed after peak runoff periods which is after
approximately July 15.
3. The residence may be constructed with a spread footing foundation system
supported by the natural gravelly sand or cobbles and boulders. Refer to
the FOUNDATION section of this report for more details.
4. In our opinion, the gravelly sand will safely support slab-on-grade floors.
Refer to the FLOOR SLABS section of this report for more details.
5. Below grade construction at this site requires special precautions as
outlined in this report in order to maintain the stability of the slope and
sides ofexcavation.
6. We believe that conventional excavation equipment will be capable of
completing the required excavations.
7. Drainage around the structure should be designed and constructed to
provide for rapid removal of surface runoff and avoid concentration of
water adjacent to foundation walls.
8. The potential for radon gas is a concern in the area. Building design
should include ventilation systems for below grade areas such as crawl
spaces and basements.
SITE CONDITIONS
The proposed residence will be located on Lot 13, Filing I in Vail Village West,
Vail, Colorado. The site is accessed by a four-wheel drive road which is located across
the center of the lot. Alpine Drive provides access to the four-wheel drive road and
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borders the northern edge of the site. The site slopes steeply down towards the north at
an approximate grade of 20 percent. The overall drainage of the site is down towards the
north. Vegetation on the site consists of grasses, aspen trees, shrubs and pine trees.
PROPOSED CONSTRUCTION
We anticipate that a two-story residence with a garage will be constructed on this
site. We believe that the residence will be stepped to match the existing slope of the lot
and wilt be of cast-in-place concrete and wood frame construction. Due to the
topography of the site, we anticipate excavations of up to l0 feet may be required for
construction of the residence and garage. Maximum column and wall loads were
assumed to be those normallv associated with residential structures.
INVESTIGATION
Subswface conditions were investigated at this site on October 27, 1997, by
drilling two exploratory borings with a 4-inch diameter continuous flight power auger at
the locations shown on the Locations of Exploratory Borings, Fig. 2. A field engineer
from our office was on the site to observe the drilling of the exploratory borings and to
visually classify and document the subsurface soil and ground water conditions.
Descriptions of the subswface soils observed in the exploratory borings are shown on the
Logs ofExploratory Borings, Fig. 3, and on the Legend ofExploratory Borings, Fig. 4.
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Representative soil samples obtained from the exploratory borings were tested in
our laboratory in order to determine their naflual moisture content, natural dry density,
and gradation properties. The results ofthe laboratory tests are presented in the Logs of
Exploratory Borings, Fig. 3 and in the Gradation Test Results, Figs. 5 and 6.
SUBSURFACE CONDITIONS
The subsurface conditions encountered in the exploratory borings were similar.
The subsurface conditions consisted of0.5 to 1.0 foot oftopsoil underlain by a medium
dense, gravelly sand with silt pockets to varying depths of 13.0 to 14.0 feet. Below the
gravelly sand, the subsurface conditions consisted of medium dense to very dense,
gravelly cobbles and boulders with silt pockets to the maximum depth explored of 25.0
feet.
At the time of this investigation, no free ground water was encourtered in
exploratory borings. However, ground water was encountered in the excavation of an
adjacent lot which was excavated in May.
RADON
In recent years, radon gas has become a concern. Radon gas is a colorless,
odorless gas that is produced by the decay ofminerals in soil and rock. The potential for
radon gas in the subsurface strata of mountain terrain is likely. Since excavations for
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lower levels in the residence are anticipated, we suggest that the building be designed
with ventilation for below grade areas.
EXCAVATIONS
This site is located in an area which has been mapped as an old landslide zone.
During construction of a residence in the area, the construction slopes became unstable
resulting in a slope failure. Analysis of the stability of the slope conditions resulting from
the excavation for the lower levels of a residence on a similar nearby site indicated a
factor of safety of approximately 1.2. This factor of safety does not include water along
the failure surface and, therefore, if water does develop, the factor of safety would be
below 1.0 and result in failure of the slope. After final plans for the residence are
developed, a stability analysis should be performed to determine if the excavation is
possible and that during construction the slope can be stable. However, with a low factor
of safety, great care needs to be exercised during construction so that the slope remains
stable.
We recommend that the residence be stepped such that the maximum cut is l0
f'eet in depth. During construction, we recommend that the following precautions should
be taken to reduce the risk of slope failure.
I . Excavate only materials necessary to construct the walls.
2. Construct the walls with methods and techniques that reduce construction
time.
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3. If excavations greater than l0 feet in depth are to be constructed,
temporary shoring may be required.
4. Excavations should be performed after peak runoff periods which is after
approximately July 15.
5. If seepage of water from the sides of the excavation is observed, it should
be reported immediately to our office so that we can recommend methods
for safely controlling the flow of water and maintaining the stability of the
slope.
6. We should review the proposed excavation plan prior to beginning
construction.
FOUNDATION
The subsurface conditions at the proposed footing elevation consists ofa gravelly
sand. In ow opinion, the gravelly sand or cobbles and boulders will support a spread
footing foundation system. We recommend that the spread footing foundation system be
designed and constructed to meet the following criteria:
l. Footings should be supported by the undisturbed natural gravelly sand,
cobbles and boulders or compacted hll.
2. We recommend wall and colurnn footings be designed for a maximum
allowable soil bearing pressure of 3,000 psf.
3. The base of the exterior footings should be established at a minimum
depth below the exterior ground surface, as required by the local building
code. We believe that the depth for frost protection in the local building
code in this area is 3.5 feet.
4.
5.
6.
7.
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column footings should have a minimum dimension of 24 inches square
and continuous wall footings should have a minimum width of 16 inches.
Footing widths may be greater to accommodate sffuctural design loads'
continuous foundation walls should be reinforced to span local anomalies
in the soil.
Pockets or layers of soft or loose soils may be found in the bottom of the
completed footing excavations. These materials should be removed to
expose the undisturbed natural gravelly sands or cobbles and boulders.
The foundations should be constructed on the natural gravelly sands,
cobbles and boulders or compacted f,rll.
Fill should be placed and compacted as outlined in the COMPACTED
FILL section of this report. We recommend that a representative of our
office observe and test the placement and compaction of structural fill
used in foundation construction. It has been our experience that without
engineering quality control, poor construction techniques and habits ocour
which result in poor foundation performance-
We recommend that a representative of ow office observe the completed
foundation excavation. Variations from the conditions described in this
report which were not indicated by our borings can occur' The
representative can observe the excavation to evaluate the exposed
subsurface conditions.
FLOOR SLABS
The soils at the proposed floor slab elevations consisted of gravelly sands. In our
opinion, the gravelly sands will safely support a slab-on-grade floor system. We
recommend the following precautions for the construction of slab-on-grade floors.
1. Slabs should be placed on the natural gravelly sands. Soft or loose soils
should be removed and replaced with properly moisture conditioned and
compacted fill.
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2. Frequent control joints should be provided in all slabs to reduce problems
associated with shrinkage ofthe concrete'
3. Any construction area should be stripped of all vegetation and topsoil,
scarified, and compacted. Fill may be required to establish the grade for
slab-on-grade floors, after removing the topsoil. Fill may consist of the
on-site soils or approved imported soils- Fill should be placed and
compacted as recommended in the COMPACTED FILL section of this
report. Placement and compaction off,rll beneath slabs should be observed
and tested by a representative ofour off,tce.
FOUNDATION DRAINAGE
Surface water, especially that originating from snow-melt, tends to flow through
relatively permeable backfill typically found adjacent to foundations. The water that
flows through the hll collects on the surface of relatively impermeable soils occurring at
the foundation elevation. Both this surface water and possible ground water can cause
wet or moist below grade conditions after construction.
Since we anticipate below grade areas, we recommend the installation of a drain
along the below grade foundation walls. The drain should corsist of a 4-inch diameter
perforated pipe encased in free draining gravel and a manufactured wall drain. l'he drain
should be sloped so that water flows to a sump where the water can be removed by
pumping, or to a positive gravity outlet. Recommended details for a typical foundation
wall drain are presented in the Typical Wall Drain Detail, Fig. 7'
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LATERAL WALL LOADS
We anticipate that walls will be planned which may require lateral earth pressures
for design. Lateral earth pressures depend on the type ofbackfrll and the height and type
of wall. Walls which are free to rotate suffrciently to mobilize the strength of the backfill
should be designed to resist the "active" earth pressure condition. Walls which are
restrained should be designed to resist the "at rest" earth pressure condition. Basement
walls are typically restrained.
For design, an equivalent fluid weight of 35 pcf should be used for the "active"
earth pressure condition and an equivalent fluid weight of 50 pcf should be used for the
"at rest" earth pressure. The fluid weights are for a horizontal backfill condition. A
"passive" equivalent fluid weight of 300 pcf can be used to resist the wall loads where the
soils will always remain in place at the toe of the wall. The equivalent fluid weights do
not include allowances for surcharge loads due to hydrostatic pressures or live loads. A
coefficient of friction of 0.4 can be used at the bottom of the footing to resist the wall
Ioads.
Backfill placed behind or adjacent to foundation and retaining walls should be
placed and compacted as recommended in the COMPACTED FILL section of this report.
Placement and compaction of the fill should be observed and tested by a representative of
our office.
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To reduce the possibility of developing hydrostatic pressures behind retaining
walls, a drain should be constructed adjacent to the wall. The drain may consist of a
manufactured drain system and gravel. The gravel should have a maximum size of l'5
inches and have a maxitnum of 3 percent passing the No. 200 sieve. Washed concrete
aggregate will be satisfactory for the drainage layer. The manufactured drain should
extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The
water can be drained by a perforated pipe with collection of the water at the bottom of the
wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is
presented in the Typical Earth Retaining Wall Detail, Fig. 8.
SURTACE DRAINAGE
Reducing the wetting of structural soils and the potential of developing
hydrostatic pressure behind below grade walls can be achieved by carefully plarured and
maintained surf,ace drainage. We recommend the following precautions be observed
during construction and maintained at all times after the structure is completed.
l. Wetting or drying of the open foundation during excavation should be
minimized durins construction.
2. All surface water should be directed away from the top and sides of the
excavation during construction.
3. The ground surface surrounding the exterior of the structure should be
sloped to drain away from the building in all directions. We recommend a
slope ofat least 12 inches in the first 10 feet.
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4. Backfill, especially around foundation walls, should be placed and
compacted as recommended in the COMPACTED FILL section of this
repon.
IRRIGATION
Sprinkler systems installed next to foundation walls, porches or patio slabs could
cause moist or wet basement conditions or consolidation of backfill beneath these areas.
This can result in settling of porches, patios, exterior steps and/or sidewalks. We
recommend the following precautions be followed:
l. Do not install a sprinkler system next to foundation walls, porches or patio slabs.
The sprinkler system should be at least l0 feet away from the residence.
2. Sprinkler heads should be pointed away from the structure or in a manner that
does not allow the spray to come within l0 feet of the residence.
3. The landscape around the sprinkler system should be sloped so that no ponding
occurs at the sprinkler heads.
4- If shrubs or flowers are planted next to the structure, these plants should be hand
watered.
5. Control valve boxes, for automatic sprinkler systems, should be periodically
checked for leaks and flooding.
COMPACTED FILL
Fill may consist of the on-site gravelly sands or approved imported granular fill.
No cobblcs or boulders larger than 6 inches should be placed in fill areas. Fill areas
should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoit
may be used in landscape areas. Fill should be placed in thin loose lifts, moisture
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conditioned to within 2 percent of the optimum moisture content, and compacted to the
recommended compaction shown in the following table. Recommended compaction
varies for the given use of the fill.
We recommend that a representative from our ofhce observe and test the
placement and compaction of structural fill. Fill placed below foundalions or slab-on-
grade floors is considered structural. It has been our experience that without engineering
quality control, poor construction techniques and habits occur which result in poor
foundation and slab performance.
LIMITATIONS
Although the exploratory borings were located to obtain a reasonably accurate
determination of subsurface conditions, variations in the subsurface conditions are always
possible. Any variations that exist beneath the site generally become evident during
excavation for the structure. A representative of our office should observe the completed
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-15s7)
Below Structure Foundattons 98 95
Below Slab-On-Grade Floors 95 90
Backfill fNon-Structural)90 90
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excavations to confirm that the soils are as indicated by the exploratory borings and to
verify our foundation and floor slab recommendations. The placement and compaction of
fill, as well as installation offoundations, should also be observed and tested. The design
criteria and subsurface data presented in this report are valid for 3 years from the date of
this report.
We appreciate the opportunity to provide this service. If we can be of frrrther
assistance in discussing the contents ofthis report or in analyses ofthe proposed structure
from a soils and forurdation viewpoint, please cal..
KOECHLEIN CONSULTING ENGINEERS
sy <-d4 {-
Scott B. Myers, Engineer
Reviewed by
SBIWjS
(4 copies sent)
...:ry'l*ft1$
15962 =iq
,;;11 .,i.;11:''l:
13
^o"t.
.{t"tr
WEST
VAIL
NOT TO gCALE
JOB NO. 97-335
VICINITY MAP
FIG. 1
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NqT NO IGAE
1LPruE DRVE
z-APPROXMATE LOCAilON OF
.-,/
TH+
o
LOT t3
VAIL VILLAGE WEST
JOB NO.97-335
LOCATIONS OF EXPLORATORY BORINGS
FIG.2
tr,m'o
T
z
'nmm
FIG.3
LOGS OF EXPLORATORY BORINGS
JOB NO. 97-335
t
APP.EL. I30
TH-2
APP.EL. 130
13t12 26t12
WC=9
DD:125
-2OO=44
14t't214112
WC=7
-2OO=20
25t12 48t12
WC=11
DD:117
-2OO=29
40112
-0
-5
-10
-15
-20
-25
-30
-
l-
-
-35
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-40
UI
IJIt!
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uJo
rttr1
aarl
ltaratati
ltlaa
tt'Ia
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I LEGEND:
- FI TOPSOILTffi
[:-:j:3 SAND, Gravelly, Silt pockets, Dry to moist, Medium dense,
I lii::iil Brown'
r f:l COBBLES AND BoULDERS, Gravelly, Silt and sand pockets, Drv to
| .il moist, Medium dense to very dense, Brown.
I i-- o*,ua SAMPLE. The symbol l3/1 2 indicates that 13 blows of aU 14O pound hammer falling 30 inches were required to drive a
2.5 inch O.D. sampler 12 inches.
I I DRIVE SAMPLE. The symbol 50/6 indicates that 50 blows of aI I 14O pound hammer falling 3O inches were required to drive a
2.0 inch O.D. sampler 6 inches.
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I Notes:
r 1 . Exploratory borings were drilled on October 27, 1997 using a
I 4-inch diameter continuous flight power auger.
2. No free ground water was encountered at the time of drilling.
I 3. The Boring Logs are subject to the explanations, limitations, and
I conclusions as contained in this repon.
4. Laboratory Test Results:
t WC - Indicates natural moisture (%)
I DD - Indicates dry density (pcfl
-200 - Indicates percent passing the No. 2OO sieve (%)
I 5. Approximate elevations are based on Alpine Drive, in front of the
t nofthwest lot stake, being 100.0.
I
LEGEND OF EXPLORATORY BORINGS
I JOB NO.97-33s FIG.4
t
KOE
Sample of
Source Sample No.TH-I
CHLEIN CONSULTING ENGINEERS
SAND, Gravelly, Silty GRAVEL 33
Elev./Depth 9.0 feet SILT&GLAY 20
Sample of
Source T[I-I Sample No.Elev.rDepth 24.0
PLASTICITY INDEX
GRAVEL 33
SILT & CLAY 23 % LIQUID LII'IIT
PLASNC]TY INDEX
SAND, Gravelly, Silty
Fto. 5
DIAMETER OF PARTICLE IN MM
3o.o
mu40ft
zI50n
m{mD
70
80
90
100
60
50
40
30
'to
DIAMETER OF PARTICLE IN MM
Job No.97-335
GRADATION TEST RESULTS
I
KOE CHLEIN CONSULTING ENGINEERS
DIAMETER OF PARTICLE IN MM
Sample of
Source
SILT, Sandy, Gravelly GMVEL 25 % SAND 3I %
%
lo
TH-2 Sample No.Elev.rospth 4.0 feet SILT & CLAY 44 % LIQUO LIMIT
PLASTICITY INDEX
GRAVEL 35
Elev.lDepth 14.0 feet SILT&CLAY 29 LtoutD LnflT
PLASTICIW INDEX
Sample of
Source
SAND, Silty, Gravelly
TH-2 Sample No,
FIG. 6
10
20
3ol
mn40c)mz{50p
m-{ooEzm
zoo
80
90
100
DIAMETER OF PARTICLE IN MM
Job No.97-335
GRADATION TEST RESULTS
2'
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CLAVEY BACXFILL -\
\
fo )t4
:-----_--\--
-- - =------=-------;-- -i
\-,
\ co$PAcrED BAGKFILL (sEE a\ nEroiT FoF BACKFfl.L Z\ RECOMilET{OATlOrst ^ '
,
,
,
1
r*l-/
FILTER FABRIC
\ oR^vEL
,
t
12'
PLASIIC
o\
PIP
BELOW oRAOE WATL
MANUFACTURED
WALL OFAIil
SHEEIINO
I
PERFORATCo P'pe J I - t2, mtil.
I NOTES:
T. DRA]N SHOULD BE AT LEAST I2 IIICHE9 IELOW TOP OF FOOTII.IO AT THE HIOHEST POII{T
I Ailo ELopE Dowr'NnARo ro A poslrrvE onAytty ourtET oR To A gurap wHERE rltATER
I cAx !E REHoVED lY PuilPlllo.
2. THE ORA|}| AHOULD 9E LAIO Oil A SLOPE RANOII*o AETWEEN I'8 INCH AND I/4 INCH
I DROP PER FOOT OF ORArr.
r s. oRAyEL opEclFtclTloilB: wASltED I r/2 NcH To No. 4 oRAvEL fvlrH LEsg rHAN
st PA!3lllo tllc ilo. 200 tEvE.
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TYPICAL WALL DRAIN DETAIL
Fro. 7
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CLAYEY EACKFILL
10
1r-:-
ItANUFACtUREO
UyALL ORAtr
COHPACTEO BACKFILL (sEE
RCPORT FOi fACKFILL
RECOUMET'DATIONI)
PERFORATED PIPE
FILTER FABRIC
NOTES:
I. ORATI SHOULD IE SLOPEO OOWXWARD. TO A POSITIVE OBAVITY OUTLET OR TO A
SUMP WHEBE WATER CAT IE REHOVEO IY PUIIPIT{G.
2. THE DRAIII SHOULD 3E LAID ON A SLOPE RAI{OII{O BETWEEN 1/E NCH AND
tr4 ll{ctt DRoP PER FOOT OF ORAII{.
3. ORAYEL 8PEOIFIOATION9: WASHEO 1 1/2 IITCH TO NO.4 0RAVEL W]TH LESS THAN
3t PASE|I{O THE ilo.200 sl€YE.
,
tt
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a
,
a
JO8 NO. e7-335
TYPICAL EARTH RETAINING WALL DETAIL
FIG.8
oo OQ
BUILDING MATERIALS:
LIST OF PROPOSED MATERIALS
TYPE OF MATERIAL:
Asphalt 40 yr
6x12 Beams-Rough !ir Timbers Light Brown(Natural)
Stucco White
Rough t:-r 2xI2'Light Brown (Natural)
Tongue & Groove Natural
Wood-Divided Light Light Brown (Naturaf)
Wood 1x6 Rouqh llr Light Brown (Naturaf)
Wood Rouqh llr Liqht Brown (Natural-)
Wood Rouqh ! ir 1x6 Light Brown (Natural)
Wood Rough lir Light Brown (Natural)
Tin
Copper
Stucco White
COLOR:+
BrownRoof
Siding
Othcr Wall Materials
Fascia
Sof't'its
Windows
Window Trirn
Doors
Door J'rinr
Hand or Dcck Rails
Flucs
Flashings
Chimncys
Trash Enclosurcs '
Grecnhouscs
Rctaining Walls
Extcrior Lighting**
Other
Top ot Deck
None
' Boulders
Will use Lowest Acceptable wattage
K-9708-O1de Brick Max 150W
+ Please spevify the manufacturer's color, number and attach a srnall color chip
**Al1 extcriorlightingmustnreettheTown'sLightingOrdinancel8.54.050(J). Ifexteriorlightingisproposed,
plcase indicate the nunrber of fixturcs and locations on a sqrarate lighting plan. Identi$ each fixture type and provide
the height above grade, lunrens output, lunrinous area, and attach a cut sheet ofthe lighting fixhres.
Updared,6197
-
to ^),Itlt j
Comnron Namc Ouantity Sizcr
Pine e'-U-
PROPOSED LANDSCAPING
Botanical Namc
PROPOSED TREES
AND SHRUBS:
EXTSTING TREES TO
BE REMOVED:
Pine
Aspen 4 Sm-Med
s 20/80_ Ls
*Mininrum rcquirements for landscaping: dcciduous trccs - 2 inch calipcr
conifcrous trccs - 6 fcct in hcight
shrubs - 5 gallons
Typc Squarc Footage
6ROUNDCOVER Wildtlowers - l{e!u!ql Vegetation
SOD
SEED
IRRICATION
TYPE OR METHOD OF
EROSION CONTROL Boulders & Wildtlowers-Natural Vegetation
OTHER LANDSCAPE FEATURES (retaining walls, fences, swimming pools, etc,) Please sp€ciff. Indicate top and
bottom clevations of rctaining walls. Maximum height of walls rvithin the front setback is 3 fect. Maximum height of
walls elscwhsrc on the property is 6 fecL
Boulders for Retaining Wa1ls
Updated 6197
l'his flornt is to vcrify scrvicc availability and location for ncrv corrstnrctiol nrrd shoulrl bc u.scrl in coujunctiorr
rvith prcparing yt'trr utili(y plan and schcduling ins(allltions. Tlrc location anrl availability ol'utilitics, rvhctlrcr
llrcy lrc tttain tnrrrk lirtcs or proposcd lirtcs, ruust bc approvccl arrcl vclificd by tlrc follorving trtilitics for tlc
acconrpnrrying sitc plan.
oo OQ
uTr t.lTY r,ocA'il oN v lt,Rt FrcATroN
Autlrorizcd Signtrhrrc.Datc
l^-5, l- E.;'d
,.):*e. y{ae {i.*
-
/' 7- ?s
L,f .S, Wcst Cornnuuticatiotrs f
|-n00-922-t 9tt7 -
4 (rtl -(rtt (r0 or 949-45 30
Public Scrvicc
"rnron,
/
949-5781
Cary Hall
NOl'ES:
I loly Cross Elcctlic Assoc.
illf,l,lo'ru.,,o,ro Z./J/+- i-s- ?'r
T.C:.I.
949-5530
Floyd Sallzar
Iiaglc Rivcr Watcr (
& Sanitation District * |
47 6-7 480 I
Frutl llaslcc J-,/&f,&|EWY.t+#fY ffi -;t;h* Plc'asc'l-rrirrg a sitc plarr9loor plan, anrl clcvatiorrs whciiobiainirrg Uppcr E.glc Vallcy Watcr & S.,,iruiio( t
signatrrrcs. Firc florv nccds ruust hc addrcssctl.
L
2.
3.
lftltc tttility vcrilication forttt has siguaturcs lionr cach of thc utility cornpanics. lnd 1u
c.onllllctlts arc ntldc dircctly on thc fornr, thc Torvn rvill prcsunrc that thcrc arc no pr.oblcnrs and
thc dcvclopnrcnt can pr.occcd.
lfa utili$ colllpany has cottccnts with thc proposctl conshrrction. thc utility rcprcscntativc shallttotcdircctly on the utility vcriflcation fbrnr that thcrc is a problcnr which riecds to bc rcsolvcd.I lrc issuc shottld tlicn bc dctailcd in an attachcd lcttcr to thc Torvn of Vail. Horvcvcr, plcasc
kccp in nrind that it is thc rcsponsibility ofthc utility conrpany and thc applicant to rcsolvc
idcntilicd problenrs.
Thesc vcritications do not rclicvc thc contiactor of thc rcsponsibility to obtain a t\rblic Way
I9IE{frorn thc Dcpartment of pubtic works at thc Torvn of vait. utitity tocatidiiiffii6i
pbfnir"rbd bcforc digging in any public righrof-rvay or casc.rcnt within tlic Torvn of Vail. A
a @ nrurcservioe o
SKETCH
fubllc S.vlca Compiy ot Colorrdo" GAS AND ELECTRIC LOCATION
pl;f.rtrfi I 0tf $.l. r:i.1 ./{ili,/?[] :t.;,1 !4r:l
I {i (.liF i Ni.l I Oii{)+1?{ll Pli{l{.} i.lt} I
(.i kl.{.i.fl NFrl.. t:;frL.i... t}Al[:, ! (].1./tt!::t/.7{::;
At)|f il'l.iT'M|:_N l uA Il::. :
RIqffl::.ItI[;t] f:-0l',: llAl[;. t rJI./tl /,/II:i
ii IA f [: I t)t.]{l{ltJNI Y | [ir:ll:]1...1::
A tf t! R : 1.7?tl lil RH.f:. 1 ; /rL. fi.l. iJ[:.
Nf-r'\lt .[ N l[. ltlit:.i: f0N ( li ) I
(:iR.l tllji : 0lilji{}ilLilLii:.,r* I
I Yt:![. fil:: ullHl{ I l:: c]uNljAl l:{lN
l..ililAI1. llNr 1..{ll',il'113 VA.tL- V1...{l tlE.:i1 l;r1. 1.. l.flt..j,i:1. ,r
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r?[MA R Kri i
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l. y t t:,0 1 { }:'j il it r:rt,.j i}
'i l. f'11::. I .t 1...: I iil:1
1 .l: i'il:; ; i:ri"i l:rl'1'i
.1. i'l [i : ] ..1 | ii l.:;
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t:
Fl"l[ll,ll.. I i g,?(i ) ;:i.7rj)._{:il:; 1. i:j l:i.},1 , I
tll:. Uti[; fi$ I l:1ii]ALrfil. r l:'llii.lti0Ll I T {.: :t.r\UJ r lll:i[,rU.i i:i
BEFORE YOU DIG FEOUIRES TWO BUSINESS DAYS NOTICE
JfATE l-AW CRS 1973, g-l.s-lot (SENATE BILL NO. 9&155) r€quircs EVERYONE planning io dig n6ar a PUBLIC ROAO, STREET, AL|.-EY, RIGHTOF WAY, or UTILITY
l/^aGlGlfr to nofiy the unury NbTtFtcATtoN CENTER oF coLoMDo of tlour tnbnt TWo BUstNEss DAYS BEFORE YOU DIG - CALL 1€00€22-1987
AREA OR OIVISION COMMITMENT TIME NMEARRIVED
1l ':lo [iA
TIME C,OMPLETED
This sketch is approximate. The stakes, or paint marks denote the Locator's best estimated location ol underground utility faciliti€s.
DIG VERY CAREFULLY - PROTECT UNOERGROUNO UTILITY, CABLES, PIPES, WIRES, AND OTHER EQUIPMENT.
How Mafted: EStakes EPaint lRags lNylon Whiskers
L-\
\/
LO \TC t tNt CAT NO ITH
$.
I
t'{'^) <7Q
t ,t\k \--
'\)\\i
1. )r
t.\
T
n
l)coMMuNlcATtoN oR cAw. on r{cE 4 cAs- yEu.ow 3} ErEcrRrc. RED 4)WATER. tluE s)sEwER- 68EEV 6l PfiOPOSEo O(CAV. - mrnE
18INCHES HORIZONTALLY FROM THE EXTERIOR SI OF THE FACILITIES 1S CONSIDERED A CORRECT LOCATION
COMMENTS
LOCATOR'S NAME
Signature ol p€rson contacied
}
W,,'TE - GAS DISTRIBUTION
FORM (R 1m-25-5912
YELLOW. CUSTOMER
,6il LoclTlrrc O' \/ tocArto* sKErcH
USI^rbl13 t.JNl::l:: (jl ir)'"J/?tl 1?:5{J FFI (j{-;i)l'J81 f.luF:l"lAl- t-:,F-:lr)
Ti.cl:et Nbr : ijil()158J
Or icinal l:al I Date; 01./05,"38 Time: J...lr;':i frM L,t:: liAr"l
Fequresteci For Date: r.t 1. /t)7 /98 [ ime: ] li:.,1:j l:'l'1 Hi'i; l!,::, f l,:e: | ':+ t.'i FleeI I fn
5t at e I r: O rl.,:,unt ! : L:.At:iLE {.-: r. t'/ : \,rA.l i
Adar! 1.7uA Streei: ALF:l r,lE OFj
tlr i ds: {)5S()B l, LJ l c-*+ I :
TyFe,:::'f tJsrk; f-{JUNDA"f-IIJN
L,:,{.ltic,n: LO-f*1:} \.'AIL VLG tiESl f'IL-II'16#1 I
: LOT#**FLAI: AND F,AINT
r::.--'mpany : SID E|L'ANDFOF,'I-) Hlu
r-::a I I er :
Dc,ne f c,r: SAI'IE
Remar l':s !
f"lember-. :F=t)\,r-:il :PSNtf{): @' @
C
CALL 534-6700 IN METRo DENVER BEFORE YOU DIG BEOUIRES 4A HOUR XOTICE CALL 1-800.922-1947 OUTSIDE METRO DENVER
STATE LAf/ CRS 1973,9-1.5-101 (SEMTE BILL NO. 172-1981)requires EVERYONE planning to dig in or near a PUBLIC ROAD, STREEI ALLEY RIGHT-
OF-WAY or UTILITY EASEMENT to notify the utility owners of your intent 48 HOURS BEFORE YOU DIG - TWO (2) WORKING DAYS. CALL 534'6700.
MAP#GAS POWER coMMTTM9NT TrME/irl TIME ARRIVED
//:go
TIME COMPLETED
/2.22CATVTELEIND, TELE.
the s best estimated location of nd util facilities.
DIG VERY CAREFULLY - PROTECT UNDERGROUND UTILITY, CABLES, PIPES, WIRES, AND OTHER EQUIPMENT,
HowMarked: nstakes nPaint f,Whiskers \Abather: trDry trWet ESnow trSnowing trRaining
.
ilr100:
: i..e'cJ*l I 1..
L: :,1ci . '; l.l
-1" 798 #'LF'I l!t llF *++'.t l-rlr:: e.N l I F:L-
F'ir,:,nr., , t:.'J-Jt) .\ 4./'i-i:ii: l5
This sketch is approximate. The stakes, or paint marks denote undergrou ity
PERSOXS REOUESNXG THE USE OF FTAGS AIID,OR UHISKEBS WILL EE RESPTOIISIBLE FOB THEN FETOYAL UFOX COIPIETIOX OF
UTIUTY
SYMBOL KEY:o-o-o-
TELE
CATV
POWER
GAS
IND. TELE
1
€
-)
a\vi?
coMMENrs tttD l/ 5tz) / ,' t4//c 4FcP
Signature of ftrson contacted
CUS|TOMER
Fi ted for record the day of ,A.0. 19_. atT!o'ctockI,
By_
(!
RECORD€R.
DEPUTY.
Al
\0
Ltl
Re€eption llo.
THIS DEED , xade this day of
Detteen
ROBERf G. BARR
,ti:De 04,
county of
Cotorado, of the first Dart. atri
SIIINEY EDGBR, BIANDfu F'
rhose Iega Iof the
P.O. BCIX 3481
address is EiAGliE, @ 81631
IIITIIESSETH,
County of EAGf.rE ard state of Cotorado, of the second part.
That the said party of the first part. for and in consideration oi the sun of $*tt$100r875.00 I
1997
and State of
ONE HUNDRED TNqJSAND EIGHT IIU}IDRED SEVE}ITY'FTVE DOILARS AIID OO/lOOIHS
to.the.said Party of the first Part in hard paid by the said party of the secord part. the receipt rhereof is herebyacknorledged ard confessed. has-bargairrd, granted, sotd ard. i:onviyed. and by these presents does grant, bargain, selt,convey and confirm, unto the.said party of the secmd paft, his heirs'and asiigns foiever. alt the fo ;ing described totor par_cel _ of land. situate, tyirE ard being in thec_oq[y-oJ _ EaqE and state of cotorado. to Hi r:!4E-_lt !alrJ,l4rae_wE$, !4,Ilr r.b. -1,-aocijnona 10 lIlE pr.,ef, REcmDmocr(tsR 25, L963 atr RECES1TON lO. 981S5; tutrllY ctF EAE.iI; SnrE-oF-@r',oRAm.
atso knorn as sreet nrrrrber I.oT Jjl, \IAILI \I.ILIAGE I{ES[, gIIJtiE }O. 1
ToGETHER Hith atl and singu(ar and hereditaments and appurtenances thereto betonging, or in anyrise appertaining, andthe feversion and reversions, remainder _ard rerminders, reni!, issues and profits tteieoii and att ihe est;ie, right, titleinterest. ctaim and d€ End Hhatsoever of.the said party of thi first pant, either in Law or equity,of, in and to theabove bargained premises, Hith the heredi tdrents and appurtenarres.
To tlAvE All0 To floLD the said-premises above bargained:nd described, Hith the apFrrtenances, unto the said party ofthe second part, his heirs and assigns forever. And the said party.of.the first part, ior himself. his heirs, "i""r.or",:f ,:li.::::"!:":l,d::: cov€nant, grant, barsain. ard asree_ io and uith the said party of the seiond pait, iis heirs i,njasslgru;, that at the tine of the enseal ing and delivery of these presents. he is ritt iei zed of the prlrnisls above
l?lYlvf:., ?"-?l goodt ;ur9,.nerfect, absotute and indefeasibte esiate of ir*reritance. in Lar, in tee'sinpte, aru nas gooorlghtr tul'l' poLer and laHfu(
. authori ty to grant, bargain. sel,I and convey the sane in rnnner ard form as'aforesaid, aidthat the sare a|.e free and ctear from att forner ard other grants, bargains, sates. tiens. taxes, assessments andencurbrances of Hhatever kind or nature soever;
EXCEPT GEIIERAL TAXES AtlD ASSESSf,I€I|TS FOR mE YEAR 1997 Alto suBsEouEilr Y€ARS AND SUBJECT TO EASEHE|ITS, RESERVATIOilS,RESTRICTtoNS, CoV€NA TS At{D RtGHTS Ot [rAy OF RECORD.
and.the aboved bargained premises in the quiet and peaceabte possession of said party of the second part, his heirs and
:.""1:1..:::lT:_:t!,if :::"Lp:.:T_::-ry.i:"T_!:l!"!ry_claiinine o. to "rai.n tr-e-*ir"'""""ni-p;;; fi;L;;-til! saia partye'-rr"' gr'rrE! v_lErst'r qr Persons raHTutl,y ctalm-tng Of to ctalm the *tol,e or any part thereof, the said par
:l_:l:-li.:l_p:Il .s.!?t!,and {itt IARRAIT ANo FmEvER.oEiEND..The-sinsutar nnter srrirr incrude ihe prurat. irre;rurar thesingutar, ard the use of any gerder sha[ be appticabte to att gendeis.
IN ulTllEss uHEREof, the said party of the first part has hireoto se_t his hard and seat the day ard year first aboveHr i tten.
I||]ill]ltilil[ ][ ililtl]ilililil iltill] il] |lll
t24E96 OAIIO/1997 O2t36P B72E Pg3ft cf I R t.00 D 10.09 Srrr J Flrhr, Eegh, C0
(SEAL)
(SEAL )
(SEAL )
,ffi
f /_ county of r..\ lt"4 I ,) > ss.
r. 'J44'u4^, I
The foregoing instrunent ras acknorledged before m on this day of
, by Rf,tsEFfP e. BARR
My cmrnission ""pi.""
'7' 1A'eoc9
lJitness lry hard ard official seat.
Form HD IIARRAIITY DEED - tor photoErsFhic Recordu255324.256324 U256324
fi.ue 04, 1997
LESLIE C. KEYS
NOTARY PUBLIC
STATE OF COLORADO
'!!
EIIJIG STelIP
r/
il'oq nat'
St,a.te Doc, Fee
RfflJtn to Grantee
My Commission Expires 07-30-2000
| -I
Improvement Location Certificate
Legel Dcacription
Lot 13' vail village west, Filing No. 1, eccording to the plet rccordcd octobcr 2s, 1963 at Reception No.9E185, F-gle County, Colorado.
I herebv certifv that this -lmpmvcment Locetion{ertfficete was prepared for First western Mortgageservices' Inc" its ""ltt"o.t and/oi "*E;;;;Jl;d rirre Guarant".io.,ir,it it is not a land survey prat orimProvemenl survey plat, and that il is iot to be relied upon for the establishment of fence, building or olherluture improvernenl lines.
I further ceaifv that the improvements on lhe above described parcel on this dale, May 14, 1997, exceptutility connections, -are entirely'wilhin tn.Luna"ri". "f th;-;;[i"**p, ". shown, that there are noencroaclunents upon the o:T!t',0*,.iees by improvements on any adpining premises, excepr as indica(ed,
:liJ$.t** are no aPParent evidince of any easdmenl crossing o, lurj"iir,g any part of said parcel, excepr
.s-ll-tz
Date
Recorded informalion is based on Land Title Guarantee Co., Comrnitrncnt No. vzft3z+z. Those easementslisted on said commitment that lie within the tuul"a prop"rty and arre described in a way that allows them tobe drawn, are shown on the drawing
Accordin6
'o
FIRM communi$-panel No. G0054 0002 c, rhis parcer lics in Zone c.
Alpine Drive
L"r 14
L aT- te-
\t>'o
s' u-rlLFFY E-.asts-MF {r
L-T le
hkt'ti AccddinB to colcido l'E vou rho't <fintneicc .ny Lt l ecticr bo<d upon ant d.iict in dlr dlrdicata rrttun trrca Frs aftc,r pru fiFr dij(ovs,sudr dckt In no€v€nt mlt tny
"<ri-tn u..t uP-t zry a.r*t in"ttri^ certltir:aE b. c hryEr.ld nEre th.n Ln ycf*, t'6n tfu d.te ot.rrtifk tion lhown hcrr$n.
7--?zi:=L-
2i s
1ri.
.\L
/:u
\r\ Lo-f- lz.
e. z,)3 A.C. ( . ^ L<-.)
Leland Lechner, 309t6Co. Rd.356, Buena Vista, Colorado gl21l, (71g) 39$.91G0
o
Fq
'ijf
I
\t
Flot White 727-34t0
g/r,1, sl*{ + eb.(QTu,"/* 6wu7 fr,^ ^Ws s*7tuu
Proposcd use
F#'ITSF 4zs Atl"Y'4
otalGRFA z('az- + t€L. sL =;444
bnnrr', cxrt 15A*6:A1675*1= P$]\1.
* 675 = 425 credit plus 250 addition
Docs this rcqucst involvc a 250 Addition? L/ )
t
How much of tbc allowed 250 Addition is uscd with this requcst? I / #
r,t\_.,* i62{ = /67 s
,1[,5 ,:(r,{
olZ
oK
20'
l5'
l5'
Minimurn
Require
lr
ff Complics wirh TOV Ligbting Ordinancc
Arc finisbcd gradcs less than 2:l (50%)
EnvironmcntalAlazards
Prcvious conditions ofapproval (chcck property file)
bo/,
/7\ - r,3'(9 .. to
d < o _3 L enao,"al0Wg
ooo(0il)rro0)(r200) llb ovW boo tufil
Y*n.ostop. | 0 ffi:i0" hoposcdSrope-.1@,
Ycs- No-*AJ-l" c:1t,+,r,,7 {r^/ycs- !- No-
"lalfrl
3)W
Buildable arca
Existing
o
Total
7.,t t '1= L-''l I V
Rcmainins
6th
()*
Sitc Covcragc
Hcight
Sctbacks
tandscaping
RcainingWall Heigtrts
Parliing
Garage Crcdit
Drivc'rvay
4t7
- 11,5oo@
Front
Sides
Rear
a) Snow Avalanchc.
b) Rocldall
c) Dcbris Flow
Is thc propcrty non-conforming I ox,cnv": 1Vl 5, OO O #
l) Pcrccnt Slopc (< >307")
i/'
4) Water Course Setback (30) (50
DESIGN REVIEW CIIECKLIST
?r lo
tr FLooRPLA}IS
K scale
tr SURVEYW
k
ok
9L
lKK
Scale
Benchmark
Legal desoiption
Lot Size
Buildable Area
Easements It
!t
At
4L
4t
_L
lK
&
GRFA
250 additional GRFA
Crawl\Attic Spacc
EHU
O eunpD{cELEvAnoNS
Scale
ColorMatcrials
t
Roof Pitch
tr I.AI{DSCAPEPLAN
rtl..../(- Existing trees
t-LvL- hoposcdtrecs
-ok w^a
MISCELLANEOUSIIt lA
-W corrdoApprovat
L
(
_qt(
Setbacks
Site Coverage
EaveVOverhangs (4)
DeclalBalconies
Garage connection
Site Grade\Slope
Retaining Walls
Fances
Parking/Garage
Tuming Radius /
Driveway (accer. -a gr"a.l
SnowStorage ?
FireAccess 7
!
CK Tittereport(A&B)
-ttnssrrotF i
Utilityverificationform /, , ,'ua try*
Photos ofsitc
Building material samptes
C.O. Verification I
Sun\SbadeAnglcs a
Utiliti es (underground)
View Conidors t
-ffi'h'tvanances - grhnuXwa
Plat reshictions
.. i.!lt
'-glL
l
l-l t
r.)|(
l
i
tqw-
>40f" ropography ,, /n = 1T/"
{-& looyr. floodplain
' 5to(-
q(
_u_
/-\
\_-----.-/
Water Course Saback -
Environmenrar H"-rd! NU4"lk
rn",f 1F,-*l L::,V'ir+
utlifrootio*7 6*b''iitel
o
d<Spotelcvations
O srrepreN
CL Scate
q(
dL
>%
7L'
772' BuildingHeight
IUlt Encmachmens l
7--
Lttr13 fdl tt'w
TOWN OF VAlt
75 S. FRONTAGE ROADvArL, co 8155?
970-479-2138
NOTE:
TOV/Comrn' Dev.
APPLICAITT
CONTRACTOR
OWNER
Description:NEW SFR
Occupancy
DweIlingePrivate Garagee
DEPARTMENT OF COMMUNITY DEVELOPMENT
THIS PERMIT MUST BE POSTED ON
PROJECT TITLE: BLANDFORD RES
NEW (SFR,P/S,DUP) PERMTT
JOBSITE AT
Pernit
TIMES
89 8-0036
AL,L
#:
Clean-r-rP lJrcPosit llefund
oPProved
ar*cunt
r'!t ir:
1798 ALPINE DR
1?98 AI-,PINE DRIVE
2103-r23-L2-008
PRJ98-0030
Status...: ISSUED
App1ied..: 03/24/L998tssued...: 04/Io/1998Expires..: !0/07/L998
BIJANDFORD, SfDNEY Phone. 970-479-85L5
?31 SANDSTONE ROAD, P. O. BOX. L271, VArL, co 81658
BLANDFORD, SIDNEY Phone: 970-479-8515
731 SANDSTONE ROAD, P. O. BOX 1271, VAIL' CO 81658
BLANDFORD SIDNEY EDGAR IV
PO BOX 3481, EAGLE CO 81631
Firuptac. Inf ormtlon: Rcatrictcd: y fof Gas Appl,iancca: 1 ,tof cas Logs:#of t,ood/PatLet:
***f*f*ft**ft*tii***ffi FEE SUltllARY **tt***t***ii**ffiff***t**
Table Date3 05/l?/7996
Town
TyPe
Zone 1 V-N
Zone 1 V-N
1,M,6 Rcstuarrnt Ptln Revier->
782,& oRB
Nunber of Dwelling Unit6: 001
Factor Sq. Feet Valuation
81 .50 2,433 198,289 .50
Masonry 23.80 7L9 L7 .LL2-ZOSubtotalz 3,152 2L5'40L.70'
Total Valuationz 2t5r40I .70
of Vail Adjusted Valuat,ionr 2151401.700
.m Totat catcutated Fecs---) 3,O5h.55
200.00 Additionrt fees--------> .0o
364.95 Tot8t Pcrnit Fcc------> 3,054,55
500.00 Paymcnts-------
3,054.55 BALANCE oUE----
Bui Lding--->
Ptan Ch.ck--->
InvestigrtiorD
l,li l, L Ca l,l,---->
,(p
3.00
Rccraation FcF-------->
CtcarFup D?posit------->
TOTAL FEES---_
*t**tt******ff*****l**t********r******ttrtfttt******rQtftt****L*rt**urf***fi*r*n*tf,tnl***lttnl***trti**lr*lr*lrhl****t****t*t**rr*ffi
IIem: 051OO BUILDING DEPARTMENT
o3/24/L998 JRr{. Action: NOTE
o4/o6/L998 CHARLIE Acrion: APPR
04/LO/1998 MWOODS Action: APPRIIem: O54OO PI,ANNING DEPARTMENTo3/26/L998 JFN, Acrion: NOTE
03/26/L998 DOMINIC Action: APPRItem: 05600 FIRE DEPARTMENT
O4/02/L998 CHARLIE Action: APPRItem: 05500 PUBLIC WORKS
O3/24/L998 JRM Action: NOTE
04/L0/L998 LARRY_P Action: AppRItem: 05550 ENGINEERING
03/24/1998 TPARTCH Action: APPR
Dept: BUILDING Divieion:
PLANS TO CHARLIE
charlie davie
MAW Dept: PLANNING Division:
PLANS TO PLANNING
Dept: FIRE Division l
N/A
PLANS
LP
SEE CONDITIONS
Dept: PUB WORK Division:
TO TERRI WILL RETU
Dept: ENGINEER Divieion:
*lt******t**ftt***ffi*ffi*f,tt**i*ff*ff*******r****t*t*i***ft*********t***t****i*****t*********t****t********-ifl****************
See Page 2 of thie Document for any conditions that may apply to this perrniL.
#--;;i.i3l:::;
e17\0\ Parcel. N3:. t
DECLARATIONS
I hcreby acknoHtedge thrt I hrvc r.rd this appl,ication, fil,Lcd out in fuLl, th. inforration rcquired, coipt.t.d an lccuratr ptot
P(.n, and st.t. that .t[ thc infornation provided ac rcqui fcd ia corrcct. I !gr!r to conpLy vith thc information and ptot P[an,
to comp I'y vith alt Tovn ordinanccs and statc [avs, and to buiLd this structur. according to thc ToHnis zoning and subdivision
codca, dqsign rcviev approved, uniforrn Buitding Code and other ordinrnces of the Town applicabte thereto.
REOIJESTS FOR ITISPECTIo|IS SHALL BE I.IAOE TI.'EilW-FOUR IIOURS IN ADVANCE BY
Send Cl,cln-Up Dcposit To: SIDllEy BLANDFORD
PAGE 2********************************************************************************
CONDITIONS OF APPROVALPermit #: 898-0036 as of 04/10/e8 Status: ISSUED*******************************************************************************.
Pernit Eype: NEW (SFRrp/SrDUp) PERMITApplicant: BTANDFORD, SIDNEYJob Address: 1798 ALPINE DRLocation: 1798 AIJPINE DRIVEParcel No: 2103-123-12-008
Applied: 03/24/1998
Isauedz Oa/lO/I998
********************************************************************************
CONDITIONS********************************************************************************
1. THIS PROJECT VIILL REQUIRED A STTE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL 8E SUBMITTED AND APPROVED PRIOR TO REQUEST FOR
A FRAME INSPECEION.2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASURED TROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTI-,,Y ABOVE.3. TIIE SITE PLAN IS STIIJI.' INCORRECT IN SHOWING AN 8'WALL. THE
ENGINEER'S SECTION SHAIJL BE USED AS THE CONTROLLING DOCUMENT
-.\ FoR THE srru wALLs.4. EXCAVATION MUST CONFORM TO THE SOILS REPORT ISSUED ONLL/L0/97 By KOECHLETN ENGTNEERTNG. rF ANy GROUND WATER rS pR
ESENT SOILS ENGINEER IS REQUIRED TO CONFIRM SLOPE STABILTY.
AN EXCAVATION INSPECTION IS TO BE REQUIRED FROM THE SOILS
ENGINEER PRIOR TO A FOOTING INSPECTION OCCURING. TEMPORARY
SHORING AND SOIL NAILING IS REOUIRED PER THE STRUCTURAL
ENGINEER. IF ANY CUTS EXCEED THE RECOMMENDED MAXIMUM DEPTHoF 10"THE SOILS ENGINEER IS REQUIUIRED TO SUBMIT AN
INSPECTION REPORT AND MITIGATION PLAN.
AH 5:0O
TO|GI Ot ltlrt . @L{ruro ScrEcurl
ScaccrnE uEbar ! BBC-O386 lrcuDt I
Prldrnt ucthod ! Cl( llocrclon: 603
2, 05{. s5 o,l/1ol98 11331
Inic: i|lH
D.rllt l|or B9r-oot6 rytr. r B-BUILD NEa (sFn,!,/8,DuP) DE
Prrcrl lfo ! 2103-123-12-008
gLE. ldal!!.! ! 1799 AlPItirB DR
locrclonr 1798 tIrPINl DRM
Tot.l P.cs: 3,054.55
a-hl! Pqru.nc 2, a54.55 logrl LLt PuE.:3.05i1.55
D..s!lpElon
Brl-rcc: '00
ttt ttatttrrat ttatttt tlattt!la tttrttlttttltatttatttitt rtttatttttlt!t tl aia
Accounc Codo llount
1.2O4.0O
792.50
500. 00
364.95
3. 00
BP 00100003111100 EqfiD O PE rT FEEA
Pt 00100003112300 PEN CHECK IEBS
lDoo100002to3L00 cllllllrPDEPoal?g
R! 11100003112700 RECREIIIOII tEA6
wc 00100003112a00 fflLlr cl!! llfdPBcrloN FEE
TOVCIq OF VAIL
75 S. FROT{TAGB ROADvAIIr, CO 81657
970-479-2L38
DEPARTI,IEIIT OF COMMT'NITY DEVELOPMEI{T
NOTE: THIS PERI4IT MUST BE POSTED
ELE TRICAL PERMIT
iIOb AddrESg: 1798 ALPINE DR
I,OCATiON. ..2 L798 ALPINB DRIVE
Parcel No. . : 2L03-L23-L2-008Project No. : PRiI98-0030
ON JOBSITE AT ALL TIMES
Permit #: 898-0041
SEaEus...: ISSITBDApplled..: 03/24/L99efssued...: 04/L0/L998
E:<pires. . : LO/07 /L998
APPLICAIfT BI,ATiIDFORD, SIDNEY
731 SANDSTONE ROAD, P. O. BOX
CONTRA TOR BLAI{DFORD, SIDNEY
OWNER
731 SATiIDSTONE ROAD, P. O. BOX
BI-,AI{DFORD SIDNEY EDGAR IV
PO BOX 348L, EAGLE CO 81531
DescrJ-ption: ELEClRrcAr, FoR NBw sFR
tttttiiltitttta'r'tttttltaa*raartrtltat.ttttt'tl*atttttt*ttt'rtttt FAB AolItAnY
Phone: 970-479-85L5
L27L, VArL, CO 81658
Phone: 970-479-8515
L27L, VAIL,' CO 81658
Valuation:
:
7, 000 . 00
B1octsri.c.l- - - >
DRE F.c
tnv.ttlgrClon>
xlLl c.11- - -- >
Tdf,At FEEE- - - >
137.00
. o0
3.O0
140.00
rrit rttt artt*tt i *t ttat a t'r t tt tt.
Tot.l calculatcd F€eE---> 1{0 ' 00
Mdlcional Pce6--------->
togal PGlEig Pc.-------->
Pal,uants - - - - - - - -
.00
1{O .00
1{O .00
BAIAIICts DI'E-- - -
ITCM: O6OOO ELEETRIEAL DEPARlTllETtr DEPT: BUILDING DiViSiON:
O4/06/L998 CIIARLIE ACtiON: APPR CIIARLIE DAVISiEafr;' o56do-r-r-ns-DspitRTl'{El.rt -*--- --. -- oept: rrnr Division:
64166/L99e cllARr.rs Action: APPR N/A
*t'tftttt.tti',!|*t''t|'*''t''ittt,'f'''..,l't'i't*'rir'..r'''*t*t',t*.t.}itt'ilti,,t'Jt**t'*'tttt**'|'tt*l|*'t*'l..*i*
CONDITION OF APPROVAL
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DECI,AR.,A:TIONS
I h.rrby rcknorladga thrt I h.va r.ad thi. applicatlon, f,lll.d ouc ln fuII chq lnfonaEion !.qulr!d' coEPl.g.a rn rccuralc PIoE
plrn, rnd !!r!c lhtc rll tsh. infonacion prowidrd re rcquircd 1! corr.cC. I agrec to coEItIy rltsh tshc infonlcion and PloE Pl|n,
Lo cmply vlth r1l torn ordinrnc.E and 6!ace lar.E, rnd io buttd Chia atluccur. according bo tho ?om'. tonlng 'nd gubdLvition
cod.., d..lgn rcvLrr rpprovcd. Unifolu Building codG end othor ordinenc.r6 of tshc To*n .pplic.bh th.r.tso'
REeUEgtg tOR rNggEgrIONS sHAt L BE HADE THA[rt-FOIt? HOURS IN ADVANCE tsy TET,EPHONE AT 4?9-2138 OR AT OUR OTFICE FRolr 8!00 Alt 5!00 Fl'
TOT,.{N OF VAIL DEPARTMEIiTT OF COMMT]NITY DEVELOPMEI{T
75 S. FRONTAGE ROAD
VAII-,, CO 8L657
970 -479-2L38
***************************************************************************
CONDTTIONS
Permit #898-0036 as of O4/L5/98 Status: ISSUED***************************************************************************
permit Type: NEw (SFR,p/s,DUp) PERMTT Apptied: o3/24/L998
Applicant: BLANDFORD, SIDNEY Issued: O4/LO/L998
970-479-85L5 To Expire: LO/07/L998
JOb AddrCSS: 1798 ALPINE DR
LOCAIiON: L798 ALPINE DRIVE
Parcel No: 2LO3-L23-l_2-008
DescripLion:
NEW SFR
Conditions:
1.. THIS PROiIECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SI]RVEY SHAI.,L BE ST'BMITTED AND APPROVED PRIOR TO REQIIEST FOR
A FRAME INSPECTION.
2. ATTIC SPACES SHAI-,L HAVE A CEILING HEIGHT OF 5 FEET OR LESS,
AS MEASI]RED FROM THE TOP SIDE OF TTTE STRUCTITRAL MEMBERS OF
THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMEBERS OF THE
ROOF DIRECTLY ABOVE.
3. THE SITE PI,AN IS STILL INCORRECT IN SHOWING AN B' WALL. THE
ENGINEER'S SECTION SHALL BE USED AS THE COI|I'TROLLING DOCI'MENT
FOR THE SITE WALLS.
4. EXCAVATION MUST CONFORM TO THE SOILS REPORT TSSUED ON
LI/IO/9l BY KOECHLEIN ENGINEERING. IF ANY GROI]ND WATER IS PR
ESENT SOILS ENGINEER IS REQUIRED TO CONFIRM SLOPE STABILTY.
AN EXCAVATION INSPECTION IS TO BE REQUIRED FROM THE SOILS
ENGINEER PRIOR TO A FOOTING INSPECTION OCCI]RING. TEMPORARY
SHORING AND SOIL NAILING IS REQUIRED PER THE STRUCTITRAL
ENGINEER. IF ANY CUTS EXCEED THE RECOMMENDED MAXIMIJM DEPTH
OF IO"THE SOILS ENGINEER IS REOUIUIRED TO STJBMIT AN
INSPECTION REPORT AND MITIGATION PLAN.
!ffi ot t,llt!. qfirD ScrErnt
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3.00
TOI/VN OF VAIL DEPARTMENT OF CoMMI,NITY DEVELoPMENT
75 S. FRO}fIAGE ROADVAIL, CO 8L657
970-479-2L38
NOTE: THIS PERMIT MUST BE POSTED ON ,IOBSfTE AT ALL TIMES
MECHANICAL PERMIT Permit #: M98-0L69
.lob Address. . . : L798 ALPINE DRLocat,ion......: 1798 ALPINE DRParcel No..... : 2103-123-12-008
Projects Number: PRJ98-0030
SLaLus...: ISSUED
Applied..: 09/03/L998
Issued. . . : 09/L1"/!998
E)q)ires. . : 03/L0/L999
Mechanica,---> ".;;;;."..1.":::::::1il::i.;::,'**" "-'-'.Jl"'"'"1"'"i.".i.:i1..';"":---, ro3.0o
Plan Chcck---> 60.00 DRB Fec--------- .00 Addigional Fee6---------> .0o
Invedtigation> .00 TOTAL FEES------
t{il.I cal.l----> 3.00 Pavmentss------- 3o3.oo
.......,TH::.311;;;:;;.:;;:..i..,.....,..-:ll.-.
rECM: 051-OO BUIIJDTNG DEPARTI\/IENT DCPt: BUILDING DiViSiON:O9/LO/L998 JRNI ACtsiON: APPR APPROVED .'R!T
I!erlli'.05690 qIRE DEPARTIIEIiIT Depts: FIRE Division:09/03/L998 JRI( Act,ion: APPR N/A
CONDITION OF APPROVAL
1. FIELD INSPE TIONS ARE REOUIRED TO CHECK FOR CODE COMPI,IANCE.2 EC.MBUSTION AIR IS REOUIRED PER SEC. 607 OF THE 1991- I]MC.3. INSTAI,I,ATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS ANDTO APPENDIX CHAPTER 2L OF THE ]-991- I'MC.4. GAS APPLIANCES SHALI., BE VENTED ACCORDING TO CHAPTER 9 AND
SHALI-, TERMTNATE AS SPECIFIED IN SEC.9O6 OF TIIE 1991 IJMC.5. ACCESS TO HEATTNG EQUTPMET{T MUST COMpLy WrTH SEC-5o5 AND703 0F THE r-991 UMC.6. BOILERS SHALIJ BE MOI]I{TED ON FLOORS OF NONCOMBUSTIBLE CONST.
I]NI.,ESS LISTED FOR MOI]NTING ON COMBUSTIBI,E FLOORING.7. PERMIT, PI,ANS AIID CODE ANALYSIS MIUST BE POSTED IN MECHANICAI-,
ROOM PRIOR TO AN INSPE TION REOI'EST.8. DRAINAGE OF MECHANICAL ROOMS COI{:TAINING HEATING OR HOT-WATER
SUPPLY BOILERS SHALI, BE EOUIPPED WITH A FLOOR DRAIN PER SEC.
21.1_9 0F TTIE L991_ I]MC.
********************************************************************************
APPLICAI{T PEAK I PLI]MBING & HEATING LLC PhONE: 970-926-8L3L
1956 B WesE Gore Creek Drive, VaiI, CO 81657 8A657
CONTRACTOR PEAK I PLIJMBING & HEATING LLC PhONE: 970-926-8L3A
1956 B West. Gore Creek Drive, VaiI, CO 81657 8L657OhINER BIJAI{DFORD SIDNEY EDGAR IV
Po Box 3481,, EAcr_,E CO 81631
Description: Valuation: L2, 000.00
MECTI SYSTEM FOR NSFR
Filcplacc Inforuation. Re6Erictcd: Y *Of cas ApplianccEl *of ga6 Loga:*of l,lood/Pallet:
DECI,ARATIONS
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APPLT.ATT.N lrusr BE FTLLED ou? coMpr.ETELy oR rr nAy Nor BE AccEprED
Al"****n***********'t't*:t******* PERMTT TNFoRMATToN ?r*)r*,klk**********if **:k*:r****:r
' '-"':tTT: [7-lt"yt"n [ ] -Electricar y{-uecnani-car. [ ] -orher/rr t, I n L' J -.sre,cnanlcal^ [ i -Otherrob Narne: blswd{-orcl kS rob Addre"=, JjlX Al?rnz S;;-.-
Address:
General Description, ?lo^Li *q .r rJ H"-;
MechanicaL Contractor.:Address:Town of Vail Reg. NO.lnone Number: .
FOR OFFICE USE ****:r****,r********************x
P:ullgrNc Pr,AN cHEcK FEE:
:IYYP.IIG PI,AN cHEcK fEE:
PIUI'IBING PERMIT FEE:MECHANICAIJ PERMIT FEE:ELECIRTCAI FEE:
OTHER TYPE OF IEE:
DRB FEE:
MECHANICAL PI,AN CHECK FEER.ECREATTON FXE:
CLEAN-UP DEPOSTT:
TOTAL PERMTT FEES:
SO Frn
--r--
BUILDING:
SIGNATURE:
ZONTNG:
SIGNATURE:
(
var,uerroF
AUG-28-98 I1 :52 A 1',I PEAKOHE
a
47978A5 P. 65
-_--, _9.L13-:1999_.Rgdi.14t .!o,rls a. 1 0_ _.*__.__*E_E{TIII zone r,lsr
Tlhm
I
I
Nrnre-'Priunry |
Spaclng j
t|Il
-T2
Room Specifications
Zonc Specifications
"i-Tfovlded
iI Eeat I
htchcF-'
landinf--
lBtu/tl
i-zXn.1
--T,912-1
d;;;;,
I2-" I
f,ntfrfr--T-l{il. ol_l
I*nglh lttl 1
Tnnei (Thin Slab Application)
Zone Spccifications
supply i--DCItr T I
_cPM J HaEir- | pnrol-I5id i
Fruid [osl i rFl i I tnt I rntonl Ii r40.-' | -20 l----o.r
-J-r.il
T-7,e55 1_i_. l __l l l
Zone 4 (Thin Stab Apptication)
Room Ngoe
Room Spccifications
B[ddcd ] Srnded
Sprcing i Aoa
linl Ifr'l
Zonc Spccifications
Speclng
linl
i
l
I
Arcr
lfrPI
Hcetirg"
Intenslty
IBlu/h ft'l
28.9
20.6
5,r-
f,cet
lEtu/hl
12,624
Jls -
' '3966
r the flagged
; Supply I Deltr T l-j Fluid ["Fl i ftsl II r4o '-1-----zo--1-1.9
:l
Project Totals
System Pumping Specs: 7,3 GPM at 5.72 feet ofhead
System Boiler Loadr 72986 Btu/h (excluding Supply & ltetum piping[, r. p,
3000'of l/2" E-PcxB
'',i.{ rA/,'JtlJ-
i '.;i,t,rr$ ltLi
llert
IBtu/hl
;.t53 -
80
B].,N,ID. RAD copyright lcl 1992,93,94,95, 96,97 Heatway Page 2
AUG-2€}-98 I 1 :52 A l't PEAKONE
Radlant Works 2.10
47974f,3 P.62
HEATIdAY Zone List 04-13-1998
h<rject Namc: Ncw hojectblanford
Itojcct Numbcr: hojcct Quotr:
Dcsigncd By: SANOERS/GT SAI.IDERS Scrial Numbcr; 2026
Dcsigncd For: blsndford
Notes;
Zone | (Slab Application)
Room Specifications
i -CPltt-'-f--HcrT-lPrnT[L0fif;Trtrtin r Ertnn I No.of
| | lfrl I lrtfil I ryp. Itcrs$InlI Circrit
| --2'2 -T-50s-l-7r;s30-J--l't2"'-'l-_'27s | 3
I I I lE-PexBl I
Printeff,--Ba[ded j Brnded I Hcating--f-f,crluiTerl-iPrbvtd;dl
Arer I Speclng I Aree I Intcnritl' I Hert I Herl Ilrt'l I tinl I tn"l I frun n,t i lsru/hl | 1nunrl I[Bh/h n'l i tuturt--2.7--l--1;es8
34.7 |
--;:oo
- 21L I _7,es8
IBtu/hl
3s0 | .-. I --: ---r---2.7--[--t;e58 | 22,624
2-1- -- | -- | 34.7
350T --T .. l-'22.7 | 7,9s8 | 22,6U
Zone Spccifications
Supply
Fluid ["Fl
140
!l
Doltr'T
loFl
20
?ane2 (Thin Slrb Appticetion)
Room Specifications
Supply
Fluid ['Fl
t40
-DeltdT -
Prl
20
Zonc Spccifications
19.7 i 1,300
rTonoe!
Eeat
tBtu/hl
--l0,078
4,306
- '15.8 'l 1,766 3,938---l
-Tea-llhg f-Ae[urrEdllntensity i Eeal I
lBtu/r ft'l i unnl
I---2r.8 l-6,27r --l
i Entreii--f
I t*ngft Inl
i
|-"250 i
- No- iif
Circdlr
2
t
Zone 3 (Thin SIeb Apptication)
iJ_::l
Room Specifications
Arca
,:,lBtu/hl lBtulhl'-j;27
Intcnri$r
lBtu/h ftrl
" zt.E
-t9.7
'
:'-ProFideil
I Eeal
' RcquirodI Hcrt
fu,tl'l j
BLAND. RAD Copyright (c) 1992, 93,94,95,95,9? Hcatway Page I
KR]Ia CONSULTANTS, IHC.9499491577 P.62
F}t|A.e$sl
F$0caerfitl(RM-,otrlrsler,E
paqasiti2
NOCIHE!glE
ffi,DffiPffiT
TO:C(1.frPtJ€- l>Avrt
oare lo/zf/2t ,, .-,
ARRfYE: l: lof
ATTE{TION:
ocT 21 1s98
FB(UtrT:JOBNUMEB:
lLnr.rnrzrrr' .,,-ees- ., . ?EOz-frz ---
On Octobcr 2?, l99E I visitd the abovc rsfcrcnced project to follow up on thc previous
ficld report
A short piece of timbcr was added at the corpction of the cantilevered (deck) timber.
Orly one lrg *as used to asach thensw dmber,...-$dd five rnore lags to this eloa as
OiscusscO wittr Sid. -.
The prevbue rcport irdicatoc tho uss of Simpcur IIS's rt the base of the sfids cttpporting
the two LW'c. Itoro w€ro not addo( but I wa! infrrmod that cuEtom *eel angfeo wottld
be fabricated for the connestioo ofthe studr to thc bocom plates.
Otlrcrwir€, the stnrchrrc appcrred to conform to thp rtnrctrral drawingr"
TimHennum
FirE F.*nrro€DPeS.
Bqg-oo3,
REVIEIIIIED:
COFT TO:
*o$"ein Consulting ?glneers
Consulting Geotechnical Engineers
14J;ilW. Alarpda Plcury. Sulte 135 c Lakewood, co 80218
MAIN OFFICE
(303) 98e-1223
(3O3) s8e{204 FAX (s70) s4e-e223 *,,s
TRANSMITTAI,.
.ah..\,t -- Date:
Projcct:
JobNo.
No.
2
AVQN
(970) 94e600e
SILVERTHORNE
(s70) 46&.6933
&ccrvc$r\:^ SloPq:>
Oi".-JQ..aI.. 9rE. -..
F, rEl
Buq*-eF"eO trs
To:
FAXNo.
Item(s):
Total rumber of pages including this p4Be B
Purpose
as you requested
,,/ foryorninformation
for your approval
"- hard copy witt follow
Remarks:
revicw and rarrra
reply to serrder
other (sce Rcmarks)
hard copy rvill not follow
Description
Copies:
Koechlein Gonsulting Engineers
Consulting Geotechnical Engineers
t2364 W- Alanrcde Pltruy. Suite 195'Laltewood, CO 80228
MAIN OFFICE
(3O3) e09-1223
(sog) e8g-0204 FA)(
April28, t99t
Mr. Sidncy Blulrlftc<t
P.O. Box 249
Vail, CO 8165E449
SuQlccr Excavario Slopcs - hoporcd Blardford Residencc
Lot 13, Filins l - Veil Villagc Wcst
Vail, Colorrdo
Job No. 97-335
Ar requertcd, d riprescntetivc frorn ow ofticc visitcd rhc objcct site or April 22, l99E !.o obscrrrc tbc excavation sloPcs.
h rddirion" we hlie reviewcd thc lacr peparcd by the Town of Veil. dElsd Aptil 23, 1998. The purposc of ttts lqtcr is o
prcs.df B$ obccrvafions and rccommandztions of tbe cristing cxcardion slopes.
'At UtE timc of qr visit, no workyas bcing.donc ar rhe site. Thc cxcavation consised of a l0 foa high bqch wi[ at
.ppoximately 20 foot high cur slopc abdve rhe bench. The bcnch vas approximarcly t2 ftEt in lo$h fiun ftc frout of tbc
tii"l ro ihe bosc of ttrc ZO Oor
-lrigh
cur slopc. The slopc lclrling to thc b*ch war ptaced d e t to I (haizmlal to
vcrdcrl) stope. Tbc 20 foot high ant ilopc wrs cxcavatod at approximalsly s 0.? to I slopo. Thc soib oqord h thc lcoch
rnd crrr'slopc consistcd of a dry, silty, gravclly, sand with cobblcr. No watcr wrr ob:crvcd h thc cxcavetiqr d the tidc of
rhis visit, A I foot docp, rhaltow utilaty trcnch was observed rbovc lhc 20 foot high cut slope.
in orr opinion, if watcr docs liot infilfarc thc cut slopcs, thc crcaration sloF should rcoain geblc. ThrreforE ts stalcd i!
lhc lc&f ercfar€d by drc Town of Vait, wc rccommcnd drrt thc cur stoPc bc stabilizcd *ith 6c coostruc'ti(m ('f thc
founAamn witts ild compaErcd backfill. In order ro minimizc tho cxpoorfc of drc cxcevuio slopcs, we reconrrrcod ttat
thc forAdatior footings and u'rlls be constructed within rhrcc wccks lionr thc darc of this latcr. If watcr is obsErwd
seeping Uyorgl tnc cnt slopc, rrc should bc contactcd irnmcdiil"ly to obscnrc the slope and a fillct frbric cslEtGd wilh I %
incl s"re"o"a gr.rt should bc pl*cd ovcr thc lrcl whcrc wrrc( is sccpin& Thc attached fiturc illusFalos 6e use of ttc
filtcr fabric aod ssocnpd rak.
wc appreciaa thc o,ppomuity to providg this scrrrice. lf wc crn bc of furthcr scrvicc' plcasc coltact us-
Sincccely,
KOECHLEIN CONSULTING ENGINEERS
AVON
(97O) 949-6mS €70) /168-6933-
- -(eio) e+9-9223 FAX (ezol +59693e tAx
SILVERTHORNE
FREE DR^IXITC GBAVEL
iortor oF ExnTtllG
?I.TEB FAEBIO IIIRAFI t40 OF EQUIVALEI'T
SLOPE STABILIZATION
F:IG.1
JOA ilO. gl{35
f,o
KRM coNsuLTANTs, lNc.
r-o. rol aJTI
vArLGoLoRADO lrolt
COHSULTANTS, I HC."tJrr=tt
lrtol t.c.ltll
F^x ta9-llt?
RECOND
JoEt A.n pq:eo R-gstoctvc€*"' j/^/EE
JO8 NUMBEF:
Il HEmilG llBEsFoNsE tlclARlFlcAlloN/cHAt{GE
Dug to the steep slope of the site forthe above-mentioned proiect,
excaVation and foundation placement has become a concern. lt is
understood that the lower foundatiort will be poured prior to the upper
foundation, and the excavatlon behind the lower foundation wall will be
backfilled with "flow-fill' - assumed to co4gis!.of cement and 'road-base'.
Our concern is to minimize lhe lateral pnessure on the lowerfoundation wall
(not to exceed the design loacl by Koeclrlein), therefore the Tlow-fill'should
be pourecl in 2' lifts and allowed to partially cure. Also, if the upper footing
is bearing partially on the "flow-fill'and partially on the undisturbed soil
uneven seftling may occur, therefore veriff with Koechlein the adequacyof
the bearing of the upper footing.
"5uj*' n n/fn Mt - -
GOffTO:
ID:oI'
KOECI&EIN CONSULTING EN pRS
OONS A LTIN G G EO re Cfl N IC'U AIID
SOILS A}.ID FOTJNDATTON
PROX)SBD RESIDENCE
[T'T I3,FII,,INGNO.I
VAILVILLAGEWEST
VAIL, @LoRADo
Prcprcdfon
!ir. Sidtrcy Ehrdford
P.O. Box 249
Yail, CO t1628.0249
JobNo. nA95
DE^lvtk I 2fr1 vU Altttdz |t rt, yr H\ a*crr4 GO
,rYW: L|L w tVH, Avu;Lll iI620.I7W (rU
sltYtl.rttilI,lHl. pU 1*6rtt
(]E {}()PY
BCrqtoFcn Pes
FEB 20'01 6:24 No.006 P.05
ENGINEEBS
ftwn ol \hll
Nsvcmber 10. 1997
F,,tttl-r'zt
ID:o
TABLEOF@NTENTS
SCOPE
EXECIJTIVE SUMMARY
SITECONDmONS.
PROFOSED CONSTRUCTION
T}WESITGATION
suBsunrAcEcoNDmoNs
RADON
E)(CAVATIONS
FOU}IDATION
FLOORSTABS
FOUNDAI'TON DRAINACE
LATERAL WALL LOADS
ST,JRFACEDRAINAGE
IRRIOATTON
COMPACTEDFILL
LIMITATIONS
VTCINITYMAP
I-,OCATTONS OF EXPLORATORY BORTNGS
LOOS OT EXJTLORATORY BQRINO3
LEGE}.ID OF EXPLONATORY BORINGS
ORADATIONTESTRESULTS
TYPICAI WALL DRAIN DETAIL
TYPICAL EARTH RETAINING WALL DETAIL
FEB 20'01 6 :24 No .006 P .04
I
I
.,
3
I
4
4
5
6
7
8
I
t0
1t
u
lz
Fig.I
ris.2
Flg.3
Fw4
Figp. 5 and 6
Fig.7
FrS.E
ID:ooec
To:
FAXNo.
Ibr(s):No.
t_..n
lqtal BumScr of pagcr imluding thir pago
Pumosc:' V as you rcqucrtcd
Remt*r;
Coflcs:
FEB 20 '01 6 :23 No .006 P .02
Koechlein consuHr
Consulting Geotechnl
hlein Consultin figineers
,*4*W, rRANsMrrrAL
1al64 w' Ataililla Pl.wY' sdn 196'
MAIN OFFICE AVON
(sls) g8e-1223 (970) e4940qe
(3031 98SO204 FAX (9701 e{9'9P2ll FN(
Datc;
Projcct;
Job No.
for yout information
forlorr approvel
lnrdcopY wlll follow
I Engineers
co 801,18
SILVERTLIORNE
(e70) 4684fi13
(970146&8939 F^)('
aodrgtwrr
to smdcr
(scc Rcneda)
copy witl not follow
SCOPE
Thic ropoxt prcscnta thc loguhg of a toilr rnd
popoeC ltsldeoce to be localeo on Lot 13, Filing I in V
The approximae site tocation is shown on fte Vicinity
invcstigation was to cvaluatc thc subsurfacc conditi
Ccolcchnical tcoofimcudadom for thc Drcloicrl ftridence
Tbir rcport inclrrdcs dcrcriptioru of uulxurfx;r
lound irt thc oplorarory borinSs, r*omnGndod
capacity, end rccommcndod dcsign and conltruction
ftom dau &vclopcd duing our ficld inwstigatioo,
with rimilar pmjr*r end subeurfrcc soudhions in thc uto
Ttrc r€.:.lumrdadoru prcserued ln $l$ rtpon
aondructed on thc lot. Wc rhorld bc contrc.tcd lo rtuicw
ftnl plrnr ftr tho sbuctutt hrvc bccn dcrclo,pcd. A
corrdurions is pcrntcd bclow.
EXBCUTIVE SUMMARY
l.The rubsurface conditioor ocornmcd in
similrr. Tbc subcurfacc sonditions
undcdain by a mcdiurn dane, grrvclly
dcilhr of 13.0 to 14.0 fc.t. Bclorv the
FEB 20'01
iuvcsdgrtirx for ttc
Villoge wes! V8il, Colondo-
Fig. L TheprrrpoBc of this
at ttrc sitE and o provide
md 3nund uatcr conddons
sptwrq, dlow$le bolrir3
The report wat pr€pard
tcsting and or expcricncc
based ou a rcsidcoce bemg
rcconmdatioas uttmthF
ofow findinp and
erplorato'ry borfurgs vrrtte
of 0.5 to 1.o foot of toproil
witb silt pockts to vrytng
surd, thc subnrfrcs
6125 No .006 P .05
ID:
-
conditions cotsistcd of mcdium deme tn
bouldsn with rilt pockets to thc marimum
2.At thc time of thfu invcstigation fiac
the cxploratory borirps, Horyey6.
cxcavation of ur adirmt lot in thr norrh
olclrrrtiols bc Psrfomed aftcr Pcrk
lpploxiomcty July 15.
The residencc mry bg construstld u,ith a
luDDqtsd by thc nrlural gr$dlty rmd or
$e FOIJND TION recrion of this rtport
4-
5.
6.
7.
In ow opinioq ilrc gnvelly srnd will
Reftr to tlrs FLOOR SLABS scction ofthil
Bclow gradc constuction at 0ris site
outlined ln rhls rcport ln or&r to nciDtrin
sides of arcavatiorr.
We bcliwe tbat convordiorel exaavdion
comphting thc required qrcav*ions.
Drrinagc around thc rtrirctuc rhould bs
providc for rapid remowl of srfaoc
wetot rdjoornt tq foundariorr vrolb.
The polldual lbr radon gr3 is a corbern
sbould includc verrtilation systcmr for
rpwcs and bercarcntr.
sl'rncoNDl'l'loNli
Thc proposcd resideocr viU bc locatpd on Lot 13,
Vail, Colorado. Thc site is a*csgcd by a four-uhccl
?he center of thrr Inr Alpine Drivc pcovi&r tccecs to
*tl,ff"
FEE 20 '0O 6 :25
dose, gnwlly cobblco ilrd
explued of 25.0 fect
$atcrwas Dot cncoulcrpd in
rrrftr frs crpountcmd in tho
Mey. We rccommond thot
pedods wbish is after
footing foundalion system
ard bouldcrs, fufcr to
mqcdstails
suDport slab-on frado f,oors.
brmorcdctaib.
epocial prccautiou as
the stahlity of tho slopc aud
will bs opablc of
ald constucted to
ud avoil concenhmion of
thc arta. Building desigo
grade arcas ruch at orawl
I in vail Vill4EG WcEt,
road which is locatcd acrors
four.uheel &ire rqad lod
No .006 P .06
bordcrs 0rc northptn edge of thc site. Thc site slorrcr
an rppr,oximcto grdc of ?0 pcrtqlt. Thc ovcrall dtailagc
nortlr. Vcgctation on thc sit€ corlsirtr of grasrce, arycn
PROPOSED CONSTRUSNON
Wc anticiJratc that a furn+tory rtsidcocc widr r
ritc. wc bclisrc tlut tlrc rcsltlswe will bc rrcppctl to
and will be of cast-in-plmc corcrcb and wood
topogrryhy of lhe sitq urv amicipetc orcawioas of ttp
cdltrrtatloq of thp rtsidcnac urd 3lrgr. lrlaltimum
arsrrncd !o be thor normally rseocidcd with rccidcatirl
IIWESflOANON
$ubsurfrcc conditiotts rwre invgtigabd rt 0ris
drilfitu turo explontory borings with a 4-inch dians{cr
thc locrtions chown str thc l,ocrtlmr of Dxptontory
from orr sfficc wls on thp sitc to obscnc thc dtilling of
visrully classi$ erd documcnt thc rublufscc toil
Ducriptrons ofthe subsurftce soils obrcrvcd in lhc
Logr of Explorato,ry Bonngr, Flg- 3' arrd on thc t'egerd of
6 :26 No .006 P .07
down lowedr rbe no'nb er
tlrc sitt is dovrtn torflttdS Ue
rluubs ld pinctces.
will bo consrtnrgt d oa thie
rt|G crr$dng slop! of the lot
consluction. Drrc !o thc
f0 ftlr may tc rcquired fu
and wdl loads ntre
on October ?il, 1997, bY
llicbt porwr sugcr al
Fie.2. A ficld cnginocr
aploralotY borings md !o
grorud unur conditionr
boringe rte ilrmmontlrc
Borings, Fig 4.
ID:O
Reprucnutive goil samplee obtained from tha
orn hboretory in ordcr ro dctcrnhc Ocir natural
od grrdadon poprfics. 'Ihc Esults of thc hboratory
Exploratory Borings, Fig, 3 and in thc Grrdadon Tcs
ST'BSURFACE CONDTTIONS
Thc rubtrrfacc cuurlilhlru crrourctcd h thr
'lte subsurfecc oonditions condstcd of 0.3 to 1.0 foor of
dcnse, gawlly en,rd rlitlr silt pockcts to varying dcpdrs
grrvelly sand, the subsurfrce cqnditioru conlhtd of
gnrr.lly cobbles rnd boulden with silt pockcte to thc
f€€r.
At rhe timc of thb i$vc$igatiot\ no foc
explorstory borings, Hrrwcver, lfouDd water sas
tdrjmcrrr lot whichwas excavntcd in May.
RATX'N
In rcccnt yeu$ rdoD ges hE bccomc r
odorlass gas that is produced by thc dccay of mincnlr iu
redrm grs in rhe srhcrrrhc.c itr?ltt of pormtain t?rsrn is
FEB 20'01 6 : 26 No .006 P .08
borings lruo tcOtod in
contlnt, Danral dry dcurity,
fl? pre$rbd in thc Logs of
Figs.5 and 6,
borings were similrr.
rmderlain by a mcdium
13.0 to 14.0 fcct Bclow the
dcnge to vcry dcmc,
dcptb crptorca of 25-0
\f,atof ltrnl cncOunfcrcd in
in tha excavation ofen
Radon gas is e colorlcs+
and rock. The pc,tontirl for
Since crcrvrtions {or
ID:o
lowcr tcvels in the rcsidcncc arc uticipatcd, we
with vcntiletion for bolow gradc arcas.
H(CAVATIONS
This sitc is locared in tt arca which has trcn
Dtsil8 sonttnrcltion of a rrrridmcr irr the lc+ tho ctqpos bccryr rrwtrbla
roultilg in r rhpc failurr:. Arulyds ofrb rteblllty ofthc
&s orcamtior for the lowcr lcwls of r reniderc or a
onditims rcodting fion
milby sitc indimd r
frrtm of safcty of ryroximmly 1.2. Thir ftrfor of docs mt lncludo nntcr dong
bc ftilurE $rrfhcc an4 ttrcreforc, if wdcr docs dcvclop,frctq of safety would bc
below 1,0 urrl nruh in failuro of rhc dopo. Afur plans for 0lp rcridsucs arc
<lcvclopcd, a $Dilitt arulFis slmuld bc pcrtbrr:d lo if thc cxcavction is
podblc ald0ut durlng oonrtnntionthc clopcar be Howcvcr, with a low factor
of rrf,ety, Brcst car! ncodr to bc exgailod druiog
ttablc.
so that tbe slope rcnrirr
Wc rcconncnd thil tbc rcsldcncc bc *ppcd tbat tLa urariurrau uut ir l0
bllowing pnctutioil shoutdftGt iE dqth, Duing construclion, ulc rucoatrnard tbat
!c taken o reducc thc rislt ofelopc failure"
l.Excevetc urly tnal€rialE occcssary to ths wrlls,
Constnrct thc mlls wilh tmthods artd
tirtc.
rhA rrdue coostruction
FEE 20'01 6 :26 No .006 P .09
thrr thc buildtuA bc doigncd
as an old lendslide znnc.
ID:t
lf cxcrvfiom grtrtcr that l0 frGt in
tcnipoilry aboring mry bc ruluirtd.
Excavations rhould bs pcrfonnd Eftcr
oproxinatclyJuly l{.
lf rccprgc of rryrFr fnrm tbe sldo6 of ths
bc rcportcd irnmcdirtcly to our officc so
for srfety conttotlirg lh€ flonr of wsrcr rad
*lqrc.
Wc slrould revkw thp p[opfrfed
corsfiuction-
POI]NDATION
The sr$surfica conditionr st lhc Dropotcd footing
ran<l, ln our opirdon, thc grrvclly eard or oobblcr ud
lbotrg foundrdon system. Wc recommpnd thst lhc
dcrigrred sd constuct€d h meet ttrc folhniling critcrir:
tootings should bc aupportcd by thc
cobblcs and boul&n or compocted fill.
Wc rccomnrcod wall md r,oturur footirtgs
dlowable soil bearing prcssute of 3,000 pnf.
Thc hrrc nf the *lcrinr footinp should
depth bclow thc ortcrior gpund rutbcc, rt
codo. Wc hlicvc tbil 0re deptb lbr tost
codc in rhis arcr ir 3.5 fcct
J.
5.
l.
FEB 20'0t 6 :27 No .006 P.10
[c to bc coffirtclcd,
rwroffpcriods which is after
is obscwp4 it slrould
uve cul rtconmcnd ms'thods
th€ ctability of thc
plan prior to beginniqg
cotrsisLs of r gnvdlY
will rupport a sptt*d
footing {bundation syrut be
natrual gravclly rud,
rlcriguul fur r madulum
estrblirbcd rt e minirnttn
by tbc local building
in rhc local tulldlng
Column footings droril.| har.e e minimrflt
and conrinuour wall footings drortd have
conrdcled footing cxcrrrdons. Thpsc
cr<posc th€ nndistubcd natud gnvclly
Thn forDdetions rhould bc oonrtruotod
cotrbter and boul&rs or compestod ftll.
regrccmativc cttt obccrw tbc
subrurface conditions,
FI,oOR SLABS
Thc roils rt the ptoporcd floot dab clcvations
opinion, thc gnvcl$ sands *,ill rrfcly suppod a
l. Slabs snould bc placod on dE narunl
rhould bc rcmovcd arrd roplassd with
compded fill.
FEB 20'01 6 :27 No .006 P . 11
of 24 inchrs srlunrc
minimun widthof 16 inchce.
ofgravclly srnds.ln our
Wefioor syrteu.
sanls. Soft or hosc soils
moirturc cmditiontd ad
4.
fooling widtbr rnay br grcarcrto structrual ilcdgn loads.
5. Continuous forrdstion walls sfiould bo
in thc roil.
to rpan local anomrlics
6.PocLctu or laycn ofsoft of looCc soilf bc fouud in tbc boton ofilc
$ould be rcrrnvsl to
or cobbles ard bouldcrs.
thc $ohrrrl grawlly urrds,
7.Fjll should be plaped and comprcrcd as in rhe f'IOMPACTED
FILL scction of thia rcport. Slc thal a reprcscntrtivc of oru
ofce obedat and tcs tbc phccmont
us€d in fordaioo cauruciou lr ho
conrlnctiuu uf utnrulurel ttl
cnginccring qudily conbol, poor
our expcricncc that withou
tcchrriqrrcs aod lubits os+tu
which rcsult in poor forrndation
Wr rocommood thlt l rtpr*ntativc of ulliuu ul^Frvc tDr wmplcctl
fondation crcrwion. Vuiations fitrn condirions deccrihd in fis
rcport which w€rs not irdicatcd by oocur. Ttc
rsrhraia the aprcd
Grnbodns;
'O
FJ,
recosrnend the bllowiqg prccrutionr for thc co'nstuction deb.on-grrde floors,
Freqwnt contrnl joirtr *ould bc providod
associrbd with stuin&egc of tbc ooncrttc.
Any constnrction .res should trc stdppcd
scedfie4 ud compacted, Fill mav ba
slab.on{nde floorr, after rrmoving tho
on-site soils or appmrrcd importcd
corrryarlal rs rccommcndod in thc
rcpon. PhcarEnt ud compaction of lill
ard tcstcd by u rEpfGrntativc of otr offce.
FOUI{DA'NON DRAINAGE
Sufooe *uFr, cspocially that odginrting fiom
reluively perncable backfilt typicelly &und adjaccnt to
floun tluoqh the filt collece on the surfece of lgldivclv
thp fowrdation clerrotiou. Both thi! iltrfrcc vnct ord
wet or moist bclorr' 3rattc conditionr aftcr mnstnrclion
Sincc wt aDticipttc bclow gradr lrcas' rlt
elong hc bchw gade fourdation uallr. The drain
pcrfortod Dipe cncased In free &ainiry iravcl and t
ibould bt slopal zu 0rl( walsr llows to a *uup whtzu
pumpi48, or o a positiw gnvig or0a. Rcconmcrdod
wsll drain st€ prescntcd in rbc Typicd Wrll Drnin Dctail'
3.
6 :28 No .006 P. 12
oll shbs to rcducc ptoUleurs
of alt vcgptrtion and tnpsoil,
ired to sstablieb tln gradG fo
, Fill mry corsirr of lllr
FiU sltould be plcocd and
XED FILL soctior of this
sltbs should bc ohncrva'l
imds to flow tbrcugh
fourdstions. Tbe watir tat
soil* ncc.rrrring nt
E|urqrrl wdui |n car!0
ttre installaion of a drain
consisi of a tt-irtch dirnacr
irctrrral urdl dnin lIn dram
wdq carr be rcmovcd DY
for atypical fornddion
ID:I
LATERAI. WALL LOAD$
Wcmticipoto thar rnllswill bcplaruul whidr
fordEdgn. Lat?rat carth pressurer dEpcrd on Uc type of
of uall. Wallc which ue frlc to rotatc rufficiently to
$hould be derigncd to rEsisl the "rdivc" oarth
trftfidted sttould bc dcrigrul ro nsbt tbc "rt cst- erth
wdls rc tyginlty r cstrairnxl.
Fot dcrlgn, rn equivrhnt 0uid urcight of 33 pcf
eanh pressue condition ond an cquivdcot fluid weigbl
"d tcct" carth prcsrure. fhe fluid wcifhtr ale for a
nprlrive' oquivdort fluid uaight of 300 pof cnn bo u*d to
soilt will alwlyr rqnaln iu phcc .t IDG toc ol'thc rall.
not includc allonrurces fo surdnrgo lmds dup to
corfficienr of frictioo of 0.4 crn bs usd rt Oe botrom
lotds.
Boekfill ploocd bchiad or ndjucn to fouldaton
plaacd artd cornpacted as rccommeodcd in lh COMP
Plrccmnt ad comprction of the fill rhould bc obccrved
our olFtca
FEB 20'0a 6 :28 No .006 P . 13
rlqu[€ lalenl earth gcss|ms
udthl hcigh and t'rpe
the strcDgth of thc brclfilt
condition. Walls whicb arr
conditkrtr. Bolcmoil
bo ulci for the n*tivc'
pcfslrould bc ured for the
batrll conditioa. A
ia thc wallloads wlrar the
aguivalcot fluid weieb do
prcs$rues or livc lords, A
thc footing to fcgit the uall
rchbin5 wdle $ould be
FILL sectiolr of thls ttpott
tcsted by a representativc of
FEB 20'01 6 :29 No .005 P . 14
To reduce the po$sibilis of dercloping FoGEUFE behind roteiniog
unlls, e drrin $ould bo coortnrctcd djar:cnt to the TItc drein ntt con$i$t of a
havc a mlximum sia of 1.5
200 sieve. Washcd congrctc
Dtnufrctured drain system and gnrrcl. Thc gravel
inchss and hrve g modmum of 3 porcnt pasring thc No
ID:I
l8grcgarc will bc satisfactory for fie dninago taycr.
gtafCIod fron the hottcrn of thc retaining well to wilhin 2
walpr srr lx drriDod by e pcrforatcd plpo with collcclion
wall leadiry to a positirc gruvity outlct. A typicel
prescnicd iu thc Tvpical Esttr Rctaining llell Detail, Fig.
SIjRf.ACE DR/\INAGE
lGducing ure wcflint of structrd roilc rnd
l, lVcnrrrg ol dryirg, of tlr oprr fuurdrtiun
minimizcd &ring construction.
'r.. .All .qrrtm wdcr rhould bc dincrcd nuny
crcsvltion dUring conrtruction
hydroslrrtic ptr$ur€ behind below grdc walls can bc
rnrintaincd surface droinrgc. Wc rccontncnd th
during cotucrption and mdnulntd at all tirrrs effcr $c is complaerl.
mauufachtod drain should
of subgrodc slwdion. Tbc
thp \EtGr at the bonm of thc
for a retrining wan &ain is
po&niial of dcvclopirg
by carcfully pluured and
bc obcmred
sr$5vtliun $ould bc
tha top rnd ridcs of rhc
of thp dructurc rhould bc
Wc toooturcnd a
3. Thc gtound surfee sunuunding thc cxt
slopcdto dninauny firomlh building in
etogo ofar loret l2 inchol in tho lir* 10
l0
4.Backfill. especiallf arnrud foundlion
co!||p|ctd rs rccommqdcd in the
Fport.
IRRIGATION
Sprinklcr qrstrrt ilutalled nflt to toudltlon
causc moisl q wct b$cmcn( conditiors or consolitletion
Tlris oan rcnrlt in rcttling of ;nrchcr, patic, cxtcrior
rccommcnd rhc following prwaniortr bc follourcd:
l- Do not instell e eprinller syotoar ruf to
The sprinklcr sysrem rhould be at tcait l0 fcot
2. Sprinklcr hcads should be pointod runy ftqn
docs not allow thc apny to comG within l0 hct of
3. Thc lard*apc around tltc sprinkle.r system
ocouS at thc spriinllcr hcad*
4. If shnrba or flowurs arc plurtcd nexl to tht
watorcd.
5. Con$ol valve bo{cs, for ar'rtomatic sprinklor
chcckcd for lecksotd flonding.
COMPACTED FILL
Filt rnay concisi of thc on rite grrv"lly rsrds or
Nu rerlrblco or brcuklcrs h{gpr thnu 6 [Fhct tltoukl bc
fiould bc suippcd of all vegauior ad toPsoil' 3c$ifi€d,
tmy bc us€d in lutdscape arcas. Filt sltotld bc placoc
6 :29 No .006 P . 15
ahould bc placcd aul
FILL secrion of this
porcfrs or patio slabr could
backfill bcncrtb thcs arpes.
rrd/or sidcualls Wc
wdk, porches rrr p*io shbr,
from tbcrcsidcnco.
strgcttgg os- in a minne( that
rsridcucc.
bc sl@ ro that no poding
thccc plans should bc hild
rhould bc pciodicdly
iryo[tcd srtouls fill.
tn llll rrcu. Flll rrcas
than conpectcd. Topaoil
lhin loosc liis, moictry€
ID:FEB 20'01 6:30 No.006 P.16a
conditimed to within 2 pcrcont of tbe oprimum moirrruc
tooornnrendod courpectiun rhowr ln dr followlng trbl
vsie forthc givcrr usc of the fill.
rlent, und cornprctod to tlr
Reconmcndpd comprclion
Ure of Fill
nctxunmcnFca Coryaction
Pcrcu&gaof thc Strnlrtt
Proctor Mrrriqunr Dty
D.nrity
(ASlttlD698)
Pcmailrge of Otc lvtodified
Procior Modlruu Dry
Dcosity
(ASrM D-1557)
Belo, $tucture Foundrtione 98 95
Bclss, Slab-On€rde Floors 95 90
BtrbIlU (Non-Smrctunl)90 ,tt
We reeonurund thrl r rcprescntrtivo &om our
plucrmunt urd courpactior of ttrosluol 0tt. Fllt ptrccd
gradc floors is cotuidcrsd structural. Ithu bccn ou cxpel
Srultty conftol, poor construction schni{ilrct lnd hsbit
fouda$on and rlob perfonnance.
uMnAiloN!j
Althoqh the exdoratuy bodngr rrut locrted
dcncrminuion of subsurfapc conditionc, vuirtionr ln tbe
possiblc. Any varieticlns that cxist hcnce0r thc ritc t
cxravatiun fur tlre strrx;trut. A rqrtvcuErite of oru ull
12
officc obrowe and ffi tbc
clow founrluions on rlrbon-
enac tlut without eryinesdng
ocflr ufiich rcsuh in poor
obhin a rcasonablY sgurEtc
rurface c.srditiors are rlways
:rally bectrmc cvidcnl &rring
$ruuhl ubscr ve Orc cuurplcterl
P.I7
cxclvstioru to oonfrror thzt tlu roih rc es indicatcd by cxplorarory borirys aott to
vcri$ our luurdarion ud flocr rlab rccommerrdrtioas.plae6xlt*t and compoction of
filL as w:ll as ingrllation of foundations, should abobc rdrestd. Tbodccisn
crigie qrd srtburface drtaprcrcntcd in this tcport att
thls report.
for 3 yceru &oq thc dge of
Wo rpptccilta rhc opportunity to povidc lhis
rssistrncc in drscussing the contenb of $b rcpon or in
tom e rcils urd ftrurdation vicwpoint, plcasc call.
KOECIILEIN CONSULTINO ENGII.IEERS
If wc can be of firthgr
of thcpoposcd stsuenqr
,, ,keZ-"n
Soott B. Mycn, F,nginccr
R€vicq,ld by ilt!tu*{,
Williem H. Koccltlcitt, P.8., Preridal
SBMjs
(4 copiw sea0
l3
ID:I FEB 20'01 6:51 No.006 P.18
r|OT TO SCALE
t .t)
{fo ,
.{t"""
.roi lo. I t-!a!
VICINITY MAP
Fle. r
A
I
I
+
I
A
. r.ril,xrr
JOF lf,).17-ttc
"i 1"6 :31 No .006 P . 19
DRYE
-,-rffnLocrmt-lTlGf *-..\--'--\-- o =--i
\. i. \. \ ._. __ ._. -.. *.a
LOT {3
VAIL VILHGE WEST
LOCANOilS OF EXPLORATORY
FlC.2
E
H
=F
fro
-o
-6
-10
-t5
-zo
_,4
-3()
-36
T
I'40
.roD ilo. gt€tt
TH.2
APP.EI. 1
ffi
Ir!ii!l
t: !:iilf:: i:;l
fiiirhl:!:llF
l;iiit
li:iiii
M:iil
iljlh
tfi
f'rhtu
E:I
ht
TH,I
AHr.Ct. 130
l2e9:t?6
-41
2-llrt7_29
tul2
6 :31 No .006 P .20
f,
T
=tq
fo. r
J
LEGEhID:
Ir:ii{lijilf
H
I
HFI
too*"-
$AND, Grrvolly, Sllt pockcrs. Drv to moirt, Mtdlum dcnoe,
Brown.
COF9IES AND BOI,JLDERS, 6rrvelv, Sih rnd rrrrrl rrrlrtr, llrymol't. Modrum dmre ro vcry deise, Erown,
DRTVE SAMFLE. The rymbot 13/t2 lndlca$3 fin l3 blowt of !
l{^0 pound hammer fa$iry 3O inchll wcrr rrqulred te ddvl I
2.E i6eh O.O. ttmDlor 12 inchcc.
DBIVE SAMFLE. ?hc rymbol 60/0|rdi.:aor ilrct 60 Uow! ot a
!4_O lrqrlrlrlmmor tiling 3O Inchos wrr. rrqulrrd to driw r
1.0 inch O,D. rrmpler 6 hdru.
l*r.Iti
L Elploanorv boring. wrr drillod on oclobor 27, tQt/ u:lng e
t[-hdr dhmctrr conthuor fligrh[ powrr rugrr.
2. I'lo trcc Around wftrr yvrr .ncountdrd rt thr tlmr of drlling.
3. Tho iortng LuUt drr rubluL-r tl, dro exphnaionr, lhnlrr(one, and
conelurlom rr conlain€d in thb report
4, trbonrory Tret Roultr:
WC - bdcotcr nrurd mrilqre l%l
DD - lrdlcrter dty don.riw hstl-200 - Indlcd.r parclrrt passlng tn No. 200 aovo l%l
6. Approxlmgts elrvrtbnr ryr bacrd on Alplne Drlve, in iront of thr
nonhwnrt Inr rrke. heino l lXl O
JO8 ilO. 9r-335
I.ESETTD OF EXPIOBATORY BO
FIB.4
FEB '01 6 :32 No .006 P .21
"i1,'
KOECHLEIN CONSULTINO INEERS
Edlrpt.C _* _ ... t ND*O4Yelly.q* -.-.*-
lo,n- -----ut!-- S.ntbxo. EbvJDudt 9Jfcct .
rrmpbdf ,. , -. SAND.CnwlFrFiltr.-
r.,nr 'i*'l.. i.nrttr tlc. llrv.fOqor
-Y9-
Jelt{e.:-94!!-
6:32 No .006
$Al|D ,14 .tuquDwl|' -..11\
P.22
33 i lltrD
ec|^Y __!9_ i LloDutlr
nctrv noEx
33r
rclAY 2t r
lltDtx
GRADATION TEST RE ULTS
Fto 5
KOECHLEIN CONSULTTNG lNEERS
!fltt{, o, - . 9lLTr 5.ndr, Or.ygtt - , -a-* Tlt?, -,,,, lrrrrptr tfo tlcvJDrrth _1.0 ftcr
FEB 20'01 6 :33 No .006 P .23
z5r
ID:o
llcllv 'L $
sArO 5l , _ruquDLnF r
rlrgbo? _- _._ .84ND,.SiF,Gavetlvtotn. . Tll t !.rrtb lro lbr,lDryllr tt.o tlGt
JoD rto. 97.!i5
avEL . It trlctlt 2, r
rrxD __3f *uerrDtflr .,., r
T
GRADATION TEST RE ULTS
FIG-6
oAr( ll rrlovlD lY tura?r.o.
THE Dl^ll alloulD tl tAD or A rLOf: ilxelm llllECtl
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TOWN OF VAII,
75 S. FRONTAGE ROADvArL, co 9L657
970-479-2L38
DBPARII,IENf OF CO['lMttNI TY DEVBLOPME]TT
NOTE: THIS PBRMIT MUST BE POSTED ON
PI.,T'MBING PERMIT
iIOBSITE AT ALL TIMES
Permit #: P98-0019
Job AddreEB: 1798 ALPTNE DR
LocaEion...z L'198 ALPINE DRM
Parcel No. . : 2LO3-]-23-12-008
Projects No. : PRiI98-0030
StaEus...: ISSIIED
Applled..: 03/24/L998Issued...: 04/lO/L998
E5q)ires . .: L0/07/L998
APPLICAItIf
CONTR.ACTPR
OT|NER
BLAIIDFORD, SIDNEY Phone z 970-479-8515
731 SN{DSTONE ROAD, P. O. BOX 1271, VAIL', CO 81558
BLAI|DFORD, SIDNEY Phone: 97O-479-85Ls
?31 SAIiIDSTONE ROAD, P. O. BOX L27L, VAIL, CO 81658
BIJAITDFORD SIDIIEY EDGAR Iv
PO BOX 3481, EAGT,E CO 81531
Description: PLIIIIBING FOR NEW SFR Valuation:20, 000 .00
rrrrrr.**rrirrrrrrrrrrrtrrrtrta PEE guuuARy *rttttitir'rrrr
Pluubing-----> 3OO.OO Rc.tsUrrEn! Pltn Rcvlcf--> .oo Totl1 calculacsd Fact---> 37s'00
Plan Ch.ck---> 7S.OO TCvf,AL PEES-----
Inv.stig.tj,oD> .00 Tot'l Peloit F"--------> 370'00
wtll crrr----> 3.oo Pald'nts5-------
BAI,ANCE DT'E- - - - .OO
arrarrtaa'}tl}attrttttttataaitttt*Jaattttatarar
IEem: O51Oo BUILDING DEPARI1IENf --P-ept: BUILDING Division:
627 d 6 t 1656 - crIARtr E-' -AEEiirn ;
- EFFn cttaRrJrB DAvrsrtem: ose do-ift-riE-5spA'itfrEiir oept: rrnr Division:
64]06/L998 CTIARIJIE ACTiON: APPR N/A
lrt"tttt'tltt'tt"'t.}rttrtttrit*+ittttttt"tttt Ittaitt'J"ttti'ttt't'ttt{irrtfJr'r*ttttttit'J'ttatttIttttrtiAttttlrt'!rrJi
CONDITION OF APPROVAI,
1. FIBLD INSPBCTIONS ARE REQUIRED TO CHBCK FOR CODE COMPLIAIICB'
,.rr*trttttirlrtJ*!rtrlrJrrittttttti'rtt}t**ttttti'}t'*i'tt***ratrtt*rrl*ttit***t+ttrti'trritrttttl'
DECI,ARATIONS
t hrrcby rcknorl.dgc ghrt I hrvc rcad €hig altpllcation, fillcd out in full chc infornalton rcquircd' complcEod rn
plrn, rnd .!.t. thr! all ch. inforD.cion providrd ar rcquircd i. co!!ect. I .Er.. Eo couply uirh tsh' inforr'clon
Eo cootrly nltsh rll Torri ordin.trcc. rnd .t.L. 1.r., .nd to build thi. .tructur. eccordioE bo Ch' Tom's toning lttd
accurrtr plac
arrd plots pl.n,
.ubalivirion
PRO!.| gr00 A s!00 PU
;;;I;L;; "."i.r-.pp""""a, uniforo Buildrng codc end otshsr ordt nqncc. of uh. Town rppltcabl. rh6lGro.
REerrAgAg FoR :NA9BeltONg gml|L BE HADE TWEltaI-FOrrR HoIrA.6 IN rDvANcA Bv TEIJEPttoM ^rF19-2L38
IIfD OI{NER
1! f O! f'll!' @LR.IDO at Cclnt
tl ftt lt!t ttftt ti!t i itttarliit|l*lt I ttrtf it t tl i lt| rtl'l t ttttai i'l tl ttt* t t
gt.CrDnt tlu[bar r RBC-0395 hounts t
Pat'ncnE aEhodr C:K NoErEionr 603
3t3.00 04,/r.0/98 r1:ll
IntE I I'AW
P.nlC No r D9a-0019 TlDc ! B-PLIB PLtttBtltc PERIiIIT
Prlocl lfo ! 2103 - 123 -12 -ooa
glt! lddtaar ! 1?98 AI.PICE m
tocrclont 17ra l&PngE mnE
Total Fro! 3
tltL. P.y!.nts 379.oo losrl tJJtr hs.,
Brllnc.:
374.00
37r. 00
,00
Alount
300.00
75.00
3.00
ri t I t itt!t ttt', !,i t rt t t fttt I t'lt *tt *tt t 'ltit tt t t f ttttt \l i t t *t t + t t trt at t !,
Accourrts Coda Da!ctlpclon
pP 00100003111300 PLtttBtNc PlRFtr tEls
P! 001000031.12300 PfrlN OIECK !El!
$c 00100003112300 rlt,& c & traPEettcr FaB
PPf{-,::':ar 970-328-86^40 for Parcel {. TOWN OF VAIL CONSTRUCTfON
$BFEL lt:W pERr'{rr AppLrpATtroN FoRMX oxrez t/#/tr
owners Name:Address:
Address:
General DescriPtion:
Number of Dwelling Units: I
N.Ulnber and Type of Fireplaces: cas AppliancesI
*^ * * * * * * * ** * * * * * * * * **** * * * * * * * ** * * * VALUATIONS
\BUILDING:
PLUMBING:
| '--7-
ilt* ***** ** **'t * ***rt**.** **.*** *
tencraL contractor: 3, & {
nddress:
Address:
l,lechanical Contractor :
Address:
Plumbing contractorr Uic-tf- 9el9Address: ----FtR;6i51\s.l(
***************************
^ APPLICATION MUST BE FILLED OUT COMPLETELY OR IT I'IAY NOT BE ACCEPTED'l
{* * * * * * * * * * * * * * * * rr * * * * * * * * * * * * * pERI'IIT INF9RMATf9N * * * * * * * * * * * * * * * * * * * * * * * * * * * * *l,/..Ir/J-.Bui].ding [,/]-Plunbing 1{-nlectrlcal [ ]-Mechanlbal [ ]-other
rob Namei B(c.*d$nJ
Legal Description: tot /l Block_ Piling susprvtsloNt
Ltor t)71'Ua,\ R658 Pn.4/?*1/-<
$y l eb' i& tt6.se rln.qlbills
./ a----T--' r''
-work class. Lv)-New [ ]-Arteration [ ]-Additional 1 1-nepair [ ]-other
E LE cTR I cA L. $. _J-r}re_ -MECHANT cAL : S__V2lll2_
Number of Accornnodation Units z O
cas f-,ogs Vwoodlpellet
*********************************
OTHER: $
TOTAL:
* ** &************ ** *tr
Town of Vail Reg. No
Phone Nurnber:
Town of Vail
Phone Nurnber:
Town of Vail
Phone Number:
Town of Vail
Phone Nuhber:
Reg. NO.
Reg. No.
,.BUILDING PERMIT J'FE;-i/:,
PLUMBING PERMIT IFEE: 1,MECHANICAL PER.}.IiIi FEEi
i,fr-,ncrnrcet FEE: ',
OTHER TYPE OF FEE!ir t, CLEAN-UP DEposIT!
TOTAIJ PERMIT FEES:
BUTLDING:
SIGNATURE:
ZONING:
SIGNATURE:
DRB FEE:
Cornrnents:
VALUATION
CLEAN UP DEPOSIT REFTTND
ID:I
Koeohlein Consultir
Coneulting Geotechni
MAIN OFFICE
(900) 989.1223
(303) esS.oeof FAx
l?ECa W. Alrtncda Pkwy r Sullr 105'
AVON
(070) e4s.6000
(970194s-9221
Mry 19, l99t
I't SidoeyBhudfod
P.O. Bor249
Vril, CO El65t-0249
Slbjoct: E.crvation Inepccrion (Sccond Levcl Poorings) " hopor6d
Lot l!, Fililg | - Vail VillrgcWe*
Vri[ Cohndo
Job N0.97'l3J
Ar rcqucrtcd, r mprcrantdive ftom our ofllicc vislrcd thc subject sitc
fqurddion gr.d! for tho sccond lcwl fodings. Thc purposc of our i
nrtrridc rvorrld rrftfv rupDorr r rprGad footing foundrtioo rvftcn ftrthc
At tha timr of our virit, no wocl unr bohS dcnra rl lf,r ritc. Tbc
c*rat rioo fq ttc seco[d lc'rcl footiryr consigcd of oithor r tlov filt
u r &y, dooro, grrrolly red with cobblcc- Thc grrvcl$r randr witiin
wcsrduoo witlr our rscorrmcodrlionr. In our opinioo, tho uporod
cobbler eqd boubcrs wlll srGly ruppon e sprcrd fbotlng {butdrtlon
mil bouing pmsrun of 3p{Xl prt Our opinion ir bucd on 0rc foundrtio
l{c rpprecieu thc oproftnity i0 prcvide rhir rcrvicc. If *t crn bc of
giaccrcly,
KOECI II,DTN CONOULTING ENC'NESRS
.Wo.
gco'nD. Mycn
Eoginocr
2 co,pias t.nt
cq Town orf Vail
RPR 03'0a 5: 16 No .OO2 P .O2
g Engineers
I Engineers
co 00?20
SILVERTHOBNE
(970) 4884s33
(9ZO1ls65nOt a
RcrlidG[Fr
Mry 12, l99t e obscrt'c thc
rrrs ro vrrify ftel tlc cryoscd
twidcrrce.
lrpor.d in thr, brrrtom of rhe
with nrural cobblg rnd bouldsr
cxorvltion wcro oompsetpd il
rnd 0ow fitt nhd wi6 natunl
dcrlgnd 6rr maxlmum rllowlbtc
rtmrhiag ursrtrratod.
scrrricc, plclsc coilhct u3.
TOWN OF VAIL
Department of Community Development
75 South Fronrage Road
Vail, Colorado 81657
970-479-2138
FAX 970-479-2452
Building Safety
& Inspeaion
Sen ices Division
Aprit23, 1998
Mr. Sidney Blandford
73 1 Sandstone Road
P.O. Box l27l
Vail, CO 81658
Re: Town of Vail Building Permit #898-0036, Blandford, 1788 Alpine Drive, Parcel #2103-123-12-008
Dear Mr. Blandford:
This is to formally noti$ you of a very serious and potentially hazardous situation that yo-u have created on your
construction site Lt 179-8 AJpine Drive. The history of the project is briefly discussed as follows:
On August 16, 1982, a geologic hazards investigation was completef by the Lincoln /Devore engineering firm
(for Cliycomb Engineeing, f-oU. No. 44718-GS, 8i lSi82) for the subdivisions knorvn as Highland Park,
ifighlani Meadovis ana V-ait Vitlage West, Filings 1 andi. Your property, Lot 13, was mapped as being within
"Llazard Area 5," an area that "coisists for the most part of metasiable slopes." The report goes on to say that:
"This area designation is generally characterized by steep to very steep slo.pes and accelerated creep. ..-
Local seeps are-also pr"rJnt within these areas. Cbnstruction in areaJ.designated as Hazard Area 5 will
require a very detaited and probably expensive geotechnical investigation, and probably very extensive
miiigation. Depending on specific "onitru"tiotiand
conditions, development may not be economical.
Conitruction pianned-ad.lacent to the Area 5 designation (both near the tops and to-es of slo.pes) should
evaluate the eiTect construction will have on designation 5 areas, and effect these slopes rvill have on
construction. Investigations for stability rvill probably involve off-site analysis."
Ordinances 16 and29, Series of 1982, were adopted by the town, and contained requirements to-be followed in
conjunction with any construction in these identified geologic hazard areas. A later ordinance, #5, Series of
198'5, repealed the irior ordinances and provides moie detiiled requirements for construction in the identified
areas.
On March 24, tgg1,you applied for building permit #898-0041 to construct a 4-level, 2,193-sq.-ft. single-family
J*afi"g on Lot tf .' ihe application materiili included a soils and foundation investigation by.Koechlein
Consult]ng Engineers (Job No. 97-335, llllO/97) and a letter from Koechlein Consulting Engineers dated
v:'o7gri'irioi."ii"g irt.itt. firm had reviewed the 1982 Lincoln/Devore study and concluded that "Provided that
- --ir^rr---.^-r r^^^r^-i^ ^,{.l^,l\ .,,a(emphasis added), we
b.lir"e th"t co"st*ciibn on this sit. nuill not increase ihe hazard to other nearby property or structures." The
soils engineering report and the approved engineered foundation plans included a number of recommendations,
*tti.t, 5V virtue"of ihe Koechlein'Consulting"Engineers letter datid January 30, 1998, the town's approval of the
{p ^"nn"o""'
\
Blandford, 4/23/98, p. 2
plans, and the conditions placed upon the face of the permit when it was issued on April 10, 1998, make all of
these conditions ofthe issuance ofthe building permit. Some ofthe conditions placed upon the approval ofthe
building permit are summarized as follows:
1) That the excavation conform to the l l/10197 soils report (condition of permit issuance).
2) That excavations be performed after peak runoffperiod, which is after approximately July 15 (soils engineer).
3) That cuts not exceed l0 feet in height (soils engineer).
4) That, if any cuts exceed the maximum recommended height of l0 feet, the soils engineer is to be contacted to
provide an inspection report and mitigation plan (soils engineer & condition of permit issuance).
5) That temporary shoring and soil nailing is required (structural engineer & condition of permit issuance).
6) That, in accordance with the approved, engineered foundation plans (Sheet S2), the excavation be phased as
follows:
a) Excavate entire site to an elevation 8 ft. above the lower level garage floor level for the upper level
footing.
b) Form and pour upper footing and wall.
c) Excavate and soil nail concurrently below upper footing.
d) Form and pour lower footings and walls.
e) Backfill and compact behind lower wall, then upper wall.
For additional details concerning these and other requirements, please refer to your building permit, your soils
and foundation investigation and your approved engineered foundation plans.
On the afternoon of April 16, 1998, Terri Partch and Larry Pardee from the TOV Public Works Department and
Charlie Davis, Building Inspector, and I, visited the site. At that time, the hillside had been excavated, leaving a
bench approximately 12 feet in height before rising approximately another 12 feet to the top of the cut. This
exceeded the recommendations of the soils engineer. Charlie Davis left a written correction notice in the cab of a
piece ofequipment on the site, notifying you ofthe need to "provide an inspection report from soils engineer of
record to verifu requirements are being met for slope stability and depth of cut and benching is acceptable. Any
mitigation must be submitted to the town for review."
To the best of my knowledge, we received no response from you regarding the correction notice. Late in the
morning on April 21, 1998, Charlie Davis and I returned to the site. At that time, you were operating a fiont end
loader filling a dump truck with dirt excavated from the site. There was no longer a bench, but a single open cut
estimated to be approximately 30 feet or more in total vertical height. At this point, you were very clearly in
violation ofthe recommendations ofyour soils engineer, the approved foundation plans designed by your
structural engineer, and the conditions of approval of your building permit. For these reasons, we asked that you
stop all work-on site and not proceed any further with the excavation or construction until your soils engineer ,
had visited the site, made an inspection ofthe excavation, and reported his findings to us. You agreed to halt the
excavation work and immediately contact your soils engineer and request an on site inspection. Charlie Davis
prepared a second correction notice reflecting these facts and left it with you, retaining a copy for our files.
Since that time, you have spoken on the phone with Charlie Davis and notified him that a representative of
Koechlein Consulting Engineers had visited the site. This discussion with you and subsequent discussions with
Scott Myers of Koechlein Consulting Engineers by Charlie Davis and Russell Forrest, TOV Community
Develophent Director, have led us to believe that your soils engineer is not coffirtable with the existing
situation and feels that it should be mitigated as soon as possible, especially before the soils in the area become
wetted by spring snow melt, runoffand rains.
In addition to this, we have been informed that you have "laid back" the cut slope by further excavation up the
slope in an attempt to bring the cut slope to a steepness of no more than a I : 1 slope. This, of course, violates
.t
Blandford, 4123/98, p. 3
our agreement that you would not do any further excavation until we had received a report from your soils
engineer and authorized you to proceed further with the construction.
At this point, Mr. Blandford, you have, of your own volition, unilaterally, and without any authorization from the
Town of Vail, your soils engineer or your structural engineer, violated the conditions of the issuance of your
building permit and created a situation that is potentially very dangerous to the public and to properties below
your property.
OPTIONS:
As near as can be determined, it appears that you have two options at this time, each of which needs to be done
as soon as possible and as carefully as possible, before wet spring conditions cause the cut slope to fail:
l) Stabilize the Cut Slope With Soil Nailing. This is an option that has been mentioned by both your soils
engineer and your structural engineer.
2) Stabilize the Cut Slope With Construction of Foundation Walls and Compacted Backfill. This option
would require a revised excavation and foundation construction phasing plan and could possibly require revised
engineered foundation plans.
Regardless of the option that you choose, the following conditions apply;
l) You must strictly follow the recommendations of your soils engineer and/or your structural engineer.
2) Any mitigation and/or construction work must be done by qualified professionals.
3) You are not to proceed with any additional work by you or contractors retained by you until you have
supplied detailed plans and/or procedures prepared by qualified engineers and you have received authorization
from the Town of Vail to proceed.
TIME LINE/DEADLINES:
Due to the very real hazards involved, I'm sure that you appreciate the need to resolve these issues quickly,
before wet spring conditions cause the open cut slope to fail. For this reason, we are requiring that you respond
to this letter no tater than Monda , with your choice of an acceptable means to
mitigate the slope failure hazard and stabilize the slope. Once an acceptable proposal has been approved, it must
be implemented, inspected and approved no later than fourteen ( l4) days from Monday , April 27, or no later
than Monday. May ll. 199E. If you are unable to propose and implement an acceptable solution within the
time frame specified, the town will have no choice but to undertake the mitigation of the hazard as a public
nuisance and bill you for any expenses incurred by the town in mitigating the hazard.
STOPWORK ORDER:
Section 202(d) of the 1991 edition of the Uniform Building Code, as adopted by the Town of Vail, reads as
follows:
"(d) Stop Orders. Whenever any work is being done contrary to the provisions of this code, the zoning
ordinances of the Town of Vail, subdivision ordinances of the Town of Vail, the nuisance ordinances of
the Town of Vail, or any other ordinances of the Town of Vail, the building official may order the work
stopped by notice in writing served on any persons engaged in the doing or causing such work to be
done, and any such person shall forthwith stop such work until authorized by the building official to
proceed with the work."
This letter shall also serve as an official notice and order to you to stop all work on the site until such time as you
have been authorized to proceed with additional work.
Blandford, 4123198, p. 4
In addition to the issues described above, you may also be in violation of the conditions of your Design Review
Board (DRB) approval for the development of the site. Please contact Dominic Mauriello at 479-2148 to
discuss any issues regarding the status of your DRB approval.
I am enclosing additional copies of the conditions of approval for your building permit and pertinent information
from your soils report and your approved engineered plans for your reference and use. The Building Safety &
Inspection Services Division and the rest of the Town of Vail staffare here to serve as a resource to you and
assist you in constructing a safe dwelling that will minimize adverse impacts on the surrounding area. It is hoped
that we will be able to work together to successfully resolve these issues and facilitate the completion of your
construction project. If you should have questions or need additional information, please feel free to contact me
at 479-2321.
Chief Building Official
GRG:grg
enc.cc: Bill Koechlein, P.E., Koechlein Associates
Tom Moorehead, Town Attorney
Russell Forrest, Community Development Director
Dominic Mauriello, Senior Planner
Charlie Davis, Senior Building Inspector/Plans Examiner
File, 898-0036
rRcnlein Consultinl Engi neers
SILVERTHORNE
(970) 468-6933
(970) 468-6939 FAX
AVON
(970) 949-6009
(970) 949-9223 FAX
Consulting Geotechnical Engineers
PkwY. Suite 135. Lakewood, CO 8022812364 W. Alameda
MAIN OFFICE
(303) 98s-1223
(303) 989-0204 FAX
April 28, 1998
Mr. Sidney Blandford
P.O. Box 249
Vail, CO 81658-0249
Subject Excavation Slopes - Proposed Blandford Residence
Lot 13, Filing I - Vail Village West
Vail, Colorado
Job No. 97-335
Date Received
APR 3 0 1998
As requested, a representative from our office visited the subject site on April 22, 1998 to observe the excavation slopes.
In addition, we have reviewed the lefter prepared by the Town of Vail, dated April 23, 1998. The purpose of this letter is to
present our observations and recommendations ofthe existing excavation slopes.
At the time of our visit, no work was being done at the site. The excavation consisted of a l0 foot high bench with an
approximately 20 foot high cut slope above the bench. The bench was approximately l2 feet in length from the front of the
bench to the base of the 20 foot high cut slope. The slope leading to the bench was placed at a I to I (horizontal to
vertical) slope. The 20 foot high cut slope was excavated at approximately a 0.7 to l slope. The soils exposed in the bench
and cut slope consisted of a dry, silty, gravelly, sand with cobbles. No water was observed in the excavation at the time of
this visit. A l foot deep, shallow utility trench was observed above the 20 foot high cut slope.
In our opinion, if water does not infiltrate the cut slopes, the excavation slopes should remain stable. Therefore, as stated in
the letter prepared by the Town of Vail, we recommend that the cut slope be stabilized with the construction of the
foundation walls and compacted backfill. In order to minimize the exposrre of the excavation slopes, we recommend that
the foundation footings and walls be constructed within three weeks from the date of this letter. If water is observed
seeping through the cut slope, we should be contacted immediately to observe the slope and a filter fabric covered with lt/z
inch screened gravel should be placed over the area where water is seeping. The attached frgure illustrates the use of the
filter fabric and screened rock.
We appreciate the opportunity to provide this service. If we can be of further service, please contact us.
Sincerely,
KOECHLEIN CONSULTING ENGINEERS
5.74t'
2 copies sent
cc: Town of Vail
Scott B. Myers
o
FREE DRAINIIIG GRAVEL
EXISTIilG SLOPE
FILTER FABRIC MIRAFI IiTO OR ECIUIYALETT
kt{#
irorton oF Extsrlxc
EXCAVATIOfI
s$.{Ni,'d
JOB NO.97-33s
SLOPE STABILIZATION
FIG. 1
G""tttgin Consuftifi Engineers
Consu lti n g Geotech nic?l En-gineers
12364 W. Alameda Plrwy. Sulte 135't akewood, GO OOZZ8
MAIN OFFICE AVON SILVERTHORNE
(303) 989-1223 (970) 949-6OOe
(303) 989-0204 FAX (970) 949-9223 FAX
Jonuary 30, l99E
Mr. Sidncy Blandford
P.O. Bu 2a9
Vail, CO 8162t-U249
$ubject: Gcologicrl Hazrrds- ProJroscd Dlarrdford Reridcncc
Lot 13, Filing I - Vail Village Wesr
Vlil. Colondo
Job No. 97-333
As requestcd by the Town of Vail. wc hrvc rsviswcd thc rcport cntitlcd .Gcologic llnzards tnvcstig3tion and
SuMivisiolt Evaluation". prepared by Lincoln/D€Vort for Claycomb Enginccring, Job No.447lt.OS, datcd August
18, l9E2 atd thc Torrn of Voil'r ordinancc with rugards to construction in gcologic huard zldc$. The purposc of
thh lcttcr is to present our cottcltrsions and to srncnd our rc?on cntirtcd, "Soib md Foundarion Invcsrigation,
Propmed Rusidcnce, Lot I li, Filing No. t, Vril Villagc Wcst, Vril, Cotorrdo", Job No, 97-335, d!&d Novcrnbcr | 0,
1997.
Aflcr rcadirrg drc al'orernentioned gcologic hazard strrdy, we undqstand that tho sitc is io I gcologic hazarrt zlrnc 5.fiis zone is clarsified as having metastrblc slopcs. ftovidod tbat thc rccomnrcndltions presortcd in our *oils and
foundnlion investigation n:nort lrc followd rvc believe tlut sorl,truction on this sitc witt not irrrn:asc thc hazard to
othpr ncarby properry or 3tnrchrrcs. .
In iddition, wc bclicve that adcquate subsurfncc datr ry.ts gathcrcd during our invcatigction to justify our
geotechnical rccomnrardations prcseutcd in our roits md fotndrtirn invcstigotion rcpon.
Wc apprcciltc thc opporunity lo providc lhis qrrvicc. tf we can bc of furflrcr scrvioc, ptr:ase contact us.
Sirccrely,
KOECHLEIN CONSULTING DNCINEERS
ID:FEB 28'01 5:12 No.004 P.01
S.*q
Scott B, Myon
.Enginccr
Revicwcd by:
(970) 468-6e33
(e70) 468-6939 FN(
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REPT 131 TOt^tN 0F UAIL, COLORADO F.AGE :
AREA: Cl)4/16/95 14:O3 REOUESTS FOR INSFHCTION t^IORK SHEETS FOR: 4/16/98
Activity: 89A-12rO36 4/16/9A-fype: B-BUILD Stertr-ts: ISSUED Constrr NSFR
Addressr 1798 ALFINE DR
Location: l79g ALtrINE DRM
Far"ce I : t1O3-183-1P-AOB
Descri pt i on : NEIJ SFR
flpplicant : BLANDF0RD' SIDNEY
Owner': BLANDFORD SIDNEY EDtiAR IV
Contractor: BLANDFORD" SIDNEY
Occ: tZttZtEtT Llse: U N
Fhone: 97rZr-479-8515
Fhone:
Fhone: 97O-479-8515
Inspeetion Request Information..,..
' ,'': Request or ; FUBtiORKS A SI D BLfiNFORD
i i:')ir ;1,;, Req Ti me: rZrt :OlZr Eomments: CHECK EXCAVATION
., Ifens reqr.rested to be Inspected. '. Aetion -Cp
Fhone: 479E169
SAFTY
mments
, lbaaer BL.DG"-Irrvestiglative N6g'tsJe
taEF"
E INQ-
/LrrracdJ)AJ-l&t"ST- Rt Sd BA.IIVA-
Ti me Ex1
::-.--r--I l\l
*-1___Tt'LJ-
Inspection
Item:
Iten:
Item:
Itenr
Item:
Histor^y...,.
ErClSOl Ft^l-Temp. aceesE/drai nage
OOStZtf, FW-Rough gr.ade
00485 BLD6-Invest igat ive
Aet5O3 PW-Final dniveway grade
rZl0OlA BLDB-Foot inqs/$t ee I
A4/@6/9A Inspector: CD Actionr NO
479- 2tt/)-
>ffiuapr
'//ro/76
Iten : AfrAeA BLDG*Fonndat ion/5teelItem: aaSea FLAN..ILC Site F,lanItem: AelO3O BLDE-Franing
Item : OOOSA BLDG.r-Insulat ion
Item ; rZtOO60 BLDG-Sheetr.ock Nai I
Item r @Et?t7fi BLD6-lvlisc.
Item : AltaAgA BLDG-Final
Item: 04530 BLD6-Temp. C/A
Item: 0'4538 F'II-TEMP, C/A
ltenr: UrO533 PLAN-TEIYIP. C/O
If,eml ra0537 PLAN-FINRL C/A
Iten: tl0539 Pt^r-FINAL C/O
Iten: rarAS4ra BLDG-FinaI C/A
.,tr*-
,i,i - :\-
REPT131 TOl,'lN OF UAIL' COLORAD0 PAGE 5
AREAI CDl0lrr/1999 @9rEE REEUESTS - INSFEETN I^IORK SHEETS FOR:ltZl11/1999
Activity: lrl98-O169 LA/LL/19 Type: B-ttlECH Statusr ISSUED Constr: NBFR
Addness: 1798 ALtrINE DR
Location: 1798 ALPINE DR
Parcel : EtOS-lE3-1e-4CI8
Deecniptionr MECH SYSTEM FUR NSFRApplicant: F|EAK I F,LUMBINE & HEffTInt LLC
OWNET:iIBLANDFORD SIDNEY EDGNR IU+
Contractor: trEAK I FLUMBING & HEATINE LLC
Occ:Use !
Fhone r 97Et-986-8131 'Fhone r
Phone: 97O-9P6-8131'
InBpection Reqnest
Requestor: sid
Req Time: OBl0O
It ens requested to
O03ger HECH-Final
Infornation....,
ConmentF! will call 471-CI443
be Inspected.
Fhone: 479-8515
Tine Exp
Inspeetion History.....
Iten : Atae0qt MECH-Ror-rgh
lWlL3/9A Inspectorr CD Action: AFCR AFPRtrVED/CURRECTION REED
Notes: INFLLOR HEAT LINES MUST BE PRESSURE TESTED
FIRE STDtrs REQID AT ALL FLT]T]R LEVELS
ADJUST B VENT TT] MAINTAIN, 1'' MiN. CLEARANCES TT] CI]MBUSTIB
INSTALL VENTILATION IN UtrF.ER BATHItem: Atag4ta FlLltlB-Eas Piping
Iten r A'4314 MECH*Heat ing
Item l OlASeA MEtrH-Exhar-rst Hoods
I t em : B{t33O MECH-Suppl y Air
Iten : AO34gr lrlEEH-Mi se.
Q5/eB/99 Inspector: JRM Aetion: AtrtrR AtrFR DRYER VENT AND
Notesr SHEET METAL BETI^IEEN FLOORS.NEEDS T0 SECURE GAS LINE AT BO lItem: AA39O MECH-Final i
fi4/37/99 Inspeetor: CD Aetion: DN DENIED
Notes: SECURE GRS LINE AT SOILER CUNNECTIUNl/
INSTALL FIRE STT]F,S BITI^IEEN FLT]gR LEVELSF
INSTRLL DRYER VENT I,JITH PRIIF.ER MATERIALS AND EXTEND TO?
BUILDIN6 EXTERIOR
HEOT LINES ARE UNDER WORKING FRESSURE rcV'') d.-
Act i on Eomnent E
0530-2001 fnepcc,tton Requert Reportlng Paete 7
-8r?9-cs.r-..*- ------"".:-uA|L*-e(t-IOMil-AE . -.--
ReqtFe ied lnspec't Dab:' Ar*lgned Tot
Ine prc{on Typel
lniP€{ttlon Area:
Sllc Addre$:
TlP6: BBUS.O
Oft|ryonqi: Om?
subTm: t{sFli
Wcdnesd.L U6y 3i, 2001
coAvts
BLDG
CD
I7T8 ALIDIiIE DR uA'L
{?98 AI..PINE ORTVE
ArPlDblarmddl
A.tvltr ffi4m6
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sttt|3: lssu€D
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w17 ln*mctor Cf)
NC'NFED
Pfpna: 9?S479E$1S
Pfionc 970"4798513
Adhfl: NOI,IOITED
Actbn: t{O l,lOTlFtD
lirOhlOTlFED
AltPRIcFFRO{/ED
PAPARTTAL APPROVAL
APPR APFRAVED
Cdnrnsb:
0417/98
Commerlb:
(}t12irs
CoflflrHt!:wmt%
rlomnt|rilr:
luin:bn:
har* zuCNDFORD,SD$|EY
tetor: BIAI€FCED,SIDNEY
O*n f: H.AIIIDFORO SDf'l€Y EDG R lV
DoicriFtion: i$EWSFR
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Comrrcntr: EhIG SO[.S REOftT RECIEVEDhm: ?0 ilnfr-Fowdcilon/Sfril| lOglbflall
0ryO8/98 k$occ{o{: CD ' ' Aclbn: PA PARTW. ifPPROVAt
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Hll/98 b$coclo.: COrnnrnls: ADDTL C0Hfr{TL COHT'|$ . FRffD€ SOIISSTRT,C E}'G LETTER OF APPITOT'^L FOff FOOTIhIGS
RlArcl tranT oil Floti, FLl. AfilD pART Ofrl I{ATR/E SO[-tDf SETI.LE CAllnlOT VERFY FBETfiil.$ PTRT OT{ FLOY{ FL|', AI.IO PART ON }IATN'E SOt.{Df $ETT.LE
t l.lOSR DRAhI l$ ${$l'ALL€D OR WILL PERFORII SUFFIENTLY DU€ T0t l.lUSR DRAhI l$ ${$l'ALL€D OR WILL SUFFIENTLY DU€ TO THE FrcT ff F
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ADbTL COilTft' " PRCMf,E A}.I hISPECTIOTI REFORT FHOTI TT€ SOILS E}.IGfi\EER OF
RECORD. iTU$T \'EF.fFYU REOUREMENn} ARE 8€II{C} MET FOR ST.OPE STABT.TTY AhD
DEPT}I OF Ct T ilfi) BSilCfilNCl 1S ACCEPTAEilE. At'{Y illTlGATIOt'l ttlu$T Be SUBIdTTED
TOTT€ T$I'VNFOR REVIEWlnsFGbf: CD
SEE NOTEStrs!.cto(: Ctr A.fiofi: COCERTF|CATE OFOCCUPATICY
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DOES trtoT COilFLy L{tTH SO0-S REPORT RECCCxttE}fi TlO}lS (O\/ER rO OF CUI)
PROUO€ COLS FNCi. REPORT TO T}IE TOI1IN PRNR TO ANY FIJRTI-&R iCTMTY
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