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OTHER: $ToTAL:$F
-/
Plunbing
Address:
Mechanical Contractor:
Address:
Address:
Electrica
Address:Town of Vail
Phone Number:
Town of Vail
Phone Number:
Contractor:Reg. NO.
Town of Vail Reg. NO.Phone Nurnber:
********************************FOR OFFTCE usE *******************************BUTLDTNG PERMTT FEE:
PLUMBING PERMIT FEE:
MECHANTCAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
BUTLDING PLAN cHEcK FEE: /47 -PLUMBING PI.AN cHEcK FEE: T
MECHANTCAL PI,AN CHECK FEE:
RECREATION FEE 2 //tr{CLEAN-UP DEPOSfT2 - -t
TOTAL PERMIT FEES:
PLETELY OR TT UAY NOT BE ACCEPTED
NFORMATTON *****************************
ical [ ]-Mechanical [ ]-Other
Job Narne:Job Address: Allt3 .(ocUa,t9ttlz dF--
Legar Description: LoE-hz- B+*i,-3!_ ,iri'n ts G dorf;#uPrftR,
.A'owners Name: 1- ' B[ ) RV Address:
Architect: '-tU N 54iN e COr.lSt. Add,ress :
General Description: -Ll. 2vtd
work class: [ ]-New t l-Alteration $11-aaaitionar [ ]-Repair [ ]_other
Number of Dwelling Units:Number of Accommodation Units:
^ {prnber and Type of Fireplaces: Gas Applianc .= M4 a^= Logs_ Wood/pelr"a-v rf********************************* VALU roNS *********************************
'!
El.EcrRrcerz t_@
},TECHANTCAL: $-
NO.
GROUP VALUATION
TO:
FROM:
DATE:
RE:
MEMORANDUM
ALL CONTRACTORS
TOWN OF VAIL PUBLIC WORKS DEPARTMENT
MAY 9, 1gg4
WHEN A "PUBUC WAY PERMIT'IS REOUIRED
1)
2)
3)
4)
s)
6)
7)
ls this a new residence?
ls demolition work being performed
that requires the use of the right
of way, easements or public property?
ls any utility work needed?
ls the driveway being repaved?
fs ditferent access needed to site
other than existing driveway?
ls any drainage work being done
affecting the right of way, easements,
or public property?
ls a "Revocable Right Of Way permit,
required?
8) A. ls the right of way, easements or t__public propgrty to be used for staging,
parking or fencing?
B. lf no to 8A, is a parking, staging
or fencing ptan requiredt oy C6mmJnir! I"
Development?
I-vtL aPyergd ye:-to any of these questions, a "Pubtic way permit' must be obtained."Public Way- Permit' applications may be obtained at the public Work,s otfice or at c-o.TTTity Development. lf you hlve-any questions please callChartie Davis, the Town of Vaif Construction Inspectoi, at 47g-215f'. I
I have read and answered alf the above
Job Name:
Please answerthe folldwing guestionnaire regarding the need fora "public Way permit':
YES ,NO
t/'
L/'
l-/
f/
L/
(_-
Job Name
/,/-,
How it relates to Building permit:
1)Filf out the our check lisl provideO
lf yes was answered to any of the above questions then a 'public way permit, is required' You can pick up an appticatidn a "in"t community Development,focated at75 s. Frontage Road or puoticwo*., ro""t.d at 130g vaif Valley Drive.
Notice sign otfs loj-llq, companies. All utitities must fietd verify (tocate)respective utilities priorto signing application. sor" rrtility *rp"nigs require up to a 48 hour notice to schedute a td&te).
A construction tratfic control plan mustp prepared o.n a separate sheet of paper.This plan wilt show locations of alt tratficfffiii-evices (signs, cones, etc.) and the work zone, (area of construgtion, staging, ete)
sketch of work being performed must be submitted indicating dimensions (length,width & depth of work). This may be drawn ;; th; raffic contror ptan or a site plan for the job.
submit compfeted application to the Public wort's otfice for review. lf required,locates wilf be scheduied forthe Torn of Vait gtectricians and lrigation crew. The locates are take prace in the morning, but ;;treqrir up to 4g hours to perform.
The Public work's congruaion Inspector will review the application and approve or disapprove the permit. You wilf be contaaed as to the status and any changes that may be needed'. Mosl permiis are reteased within 4g hours of being received,but please allow up to one'weekio pro"".r.
As soon as permit is process€d, a copy wiil be faxed to community Deveropment allowing the "Building Permit" to u" ret-easeo. ptease do not confuse the "pubfic way Permit" with a "buiHing permit'to do wo* on a project site itserf.
Note:
'The above process ls for work in a rlght_of_way only.
'Public Way permft's are
*A new Publlc Way permit ls required each year.
2)
3)
s)
6)
4)
7)
lnttn
75 roulh frontege roed
uril, colorado 81657
(303) 479-2L38 or 479-2L39 oltlce of communlty devclopmcnt
BUILDING PERI.|IT ISSUANCE TIME FRAI,IE
If this permi.t requires a Town of vair Fire Departnent Approvar,Engineer''s (public l,rorks) review and approrai,-. pranning Department review or Health Departmint revier, ani'a-".ui"n by the Buirding
3:rilH:.h.lf estirnated tirne for'a totur ,.ui." may take as lons
A11 cormercia'r f]arsg or smail) and ar'r murti-famiry permits wiil have to follow the ibove menti6ned maxtmum-i.qrirements. Residential and smal'l projects shourd take a teislr'irouii-ot tirne. However, if residential or smalier projects impaii t["-r.iious auove mentioned departnents with regard to necessary review, these projects may also take the three-week perfod.
Every,attempt wilr be ry$e by this department to expedite this penni't as soon as possible. -
I:-jl. undersigned, understand the pran check procedure and time Trame.
te Work t tvas ln
Corrnuni ty Devel opment Department.
luttn
TO:
EROM:
DATE:
SU&TECT:
75 south lrontage rotd
vail, colorado 81657
(3o3t 479-2138 or 479-2L39
rn sumnary, ordinance No. G states that it is unrawfur for any person to litter, track or deposia ;t soil, rock, sand, debris or naterial, including trash h"rp=t"ri, portabre toirets and 'workrnen vehicJ-es. upon-any streetl siaewarx, arley or pubric prace or any portibn *reieof. r1r"-"ifht-or-r"y on arr Town of vail streets and roads i--.pproxinat-iy s ft. off pavement.rhis ordinance wilr ue =ir_i!ii;;;;Iila by rhe roin or vail PubLic works Departrnent- Pers6ns touna violating this ordinance will be given a 24 hour writien -;";i;;-to
rernove said nateri.ar.rn the event the peis"n so notified aoes not comply with the notice within the za houi trrne-=p".iiiJa, the puliic works Department wilr remove =iia urateiiii-"i trr" expense of person notified- The provisions-or this oiairr.rr"e sharl not be applicable to construction, uainten.""" or repair projects of any street or arrey or any-utiriti;; il the rigtrt-i-way.
To review ordinance No. 6 in fur.r, prease stop by the Town of :3:i"::ii3i"3"":f;1**1f"t"""iilil ;';;v. rirani< vo,. ro, your
ottlce ol comnunlty developmcnt
ALL CONTRACTORS CT'RREMTLYL REGISTERED WTTH TIIE TO!{N OP VAIL
TOWN OF VAIL PUBLTC WORKS/COIIIMT'NITY DE\TELOP}{ENT
!'tARCIl 15, 1988
CONSTRUCTTON PARKTNG & MATERTAL STORAGE
(i.e. contractor, owner)
luttn
75 loulh lrontage road
vall. colorado 81657
{3tHl) t17S2138
(303) 4792139
office of community development
NOTTCE TO CONTRACTORS/OI{NER BUTLDERS
Effective June 2A,1991, the Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of-vail roads of st.reecs.
The Town of Vail PubLic Works Departnrent will be required, to inspect and aPProve drainage adjaclnt to Torn of Vait roads or streets and tbe installation of temporary or permanent culverts at access points fron tbe road or strelt on to the construction site.Such approval must be obtaine,J prior to any request for inspect.ion by the Town of vail Buitd.ing Department for rootings or temporary electrical or any other inspection. please cait 4-lg-2i60 t;reguest an inspection from the PubLic Works Department. A1low a minimum of 24 hour notice
Also, the Town of Vail Public works Department wil1 be approving arl final drainage and culvert instaliation with resulting .o.i pacching as necessary. such approval must be obtained prlor to Fj.nal Cert,ificate of Occupancy issuance.
75 South Frontage Road
Vail, Colorado 81657
303 -479-2 I 3 I / 479-2 I 3 9
FAX 303-479-2452
1.
2.
Departntent of Commwtity Deve lopnrent
rltFORMATTOlt IEEDED NHEN APPLTItrG FOR A TIECITAITICBL PENUrI
3.
4.
HEAT LOSS CAI,CULATIONS.
TO SCALE FLOOR PLAN OF MECHANICAL ROOM WITH EQUIPMENT
DRAWN rN To scALE' wrTH PHYSICAL DTMENSIONS AND BTU RATINGS OF ALL EQUIPMENT IN MECHANICAL ROOM.
sHow sIzE AND tocATroN oF coMBUSTIoN AIR DUcTs, FLUES,VENT CONNECTORS AND GAS LINES.
NOTE WHETHER ELEVATOR EQUIPMENT WILL ATSO BE TNSTALLED IN MECHANICAT ROO}T.
FAILT'RE IO PROVIDE !HTS TIIFORUATTON WII.& DELAY TOUR PER}IIT.
Plan Review Based on
the l99L Uniform Codes
NAME: OGSBURY ADDITION
ADDRESS: Mt3 COUMBINE
VAIL, COLORADO
OCCUPANCY: R-3
TYPE OF CONSTRUCTION: V
DATE: 10-10-94
CONTRACTOR: SUN SHINE CONST
ARCHITECT: NONE
ENGINEER: GARY MATTI{EWS
PLANS EXAMINER: DAN STANEK
CORRECTIONS REQUIRED
The items listed below are not intended to be a complete listing of all possible code
requirements in the adopted codes. It is a guide to selected sections of the codes.
The fotlowing is not to be construed to be an approval of any violation of any of
the provisions of the adopted codes or any ordinance of the Town of Vail.
SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND HALLWAYS AS
PER SEC 1210 OF TIIE 1991 UBC.
A STRUCTUAL ENGINEER WILL BE REQUIRED TO APPROVE STRUCTUAL
CHANGES BEFORE A FRAMING INSPECTION IS OKAYED BY TOWN OF VAIL.
ONE HOUR SEPARATION REQUIRED BETWEEN GARAGE AND DWELLING
IS REQIRED.
FIELD INSPECTIONS ARE REQUIRED TO CI{ECK FOR CODE COMPLIANCE.
THIS PERMIT IS GOOD FOR A BATHROOM ADDITION ONLY.
6. YENTTLATION IS REQUIRED AS pER 1205 OF Tr{E 1991 UBC.
1.
2.
3.
4.
5.
o INSPECTION REQUEST
TOWN OF VAIL
479-2138
AM PM
PERMI
DATE
T NUMBER OF PROJECT
JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED .iHUg-,-
NI
LOCATION:
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
rr ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
D SHEETROCK NAIL D
tr
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
tr
D
D
D
TEMP. POWER D HEATING
ROUGH D EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
D DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
-
o
PERMIT NUMBER PF PROJECT
, wi. li :'DATET ,J !' JoBNAME
CALLER
INSPECTION: MON TUES WED THUR FRI
tNS#cnoN REeuEsr
TOWN OF VAIL
479-2138
READY FOR
LOCATION:
AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
D ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING O GAS PIPING
tr INSULATION D POOL / H. TUB
D SHEETROCK NAIL tr
!
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
o
R
o
tr
TEMP. POWER tr HEATING
ROUGH tr EXHAUST HOODS
CONDUIT D SUPPLY AIR
D
O FINAL D FINAL
'E APPROVED D DISAPPROVED tr REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
t
INSPECTION REQUEST
TOWN OF VAIL
479-2138 PERMI
DATE
T NUMBER OF PROJECT
JOB NAME
CALLER
READY FOR INSPECTION: MON TUES WED THUR FRI AM PM
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
N ROUGH / D.W.V.
D ROUGH / WATER
EI FOUNDATION / STEEL
D FRAMING
rr ROOF & SHEER " PLYWOOD NAILING D GAS PIPING
tr INSULATION O POOL / H. TUB
D SHEETROCK NAIL D
tr FINAL tr FINAL
ELECTRICAL:MECHANICAL:
o
tr
o
D
TEMP. POWER tr HEATING
ROUGH O EXHAUST HOODS
CONDUIT D SUPPLY AIR
tr FINAL tr FINAL
F APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
TOWN OF VAIL
479-2138
I NAME
M9N
CALLER
rUES*
{,' r
PERMIT NUMBER OF PROJECT
DArE ii l,j i i /t,' .,o,
READY FOR
LOCATION:
INSPECTION:WED THUR FR
F" {'
APPROVED tr DISAPPROVED D REINSPECTION REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
O FOUNDATION / STEEL
D FRAMING
r-r ROOF & SHEEB " PLYWOOD NAILING D GAS PIPING
O INSULATION tr POOL / H. TUB
tr FINAL
tr
EI
D
o
D HEATING
D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D FINAL
CORRECTIONS:
DATE INSPECTOR
PERMI
DATE
T NUMBER OF PROJECT
t,
,
JOB NAME
INSPECTION REQUEST
TOWN OF VAIL
479-2138
CALLER
TUES WED THUR AM FR READY FOR
LOCATION:
INSPECTION:MON
'"(:"/
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
D ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATI
tr FRAMING
ON / STEEL
tr
o
tr
tr
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION L/H.TUB
SHEETROCK NAIL
tr FINAL
ELECTRICAL:MECHANICAL:
tr TEMP. POWER tr HEATING
T] ROUGH D EXHAUST HOODS
D CONDUIT tr SUPPLY AIR
D FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
FII. E COPY
TO:
FROM:
DATE:
SUBJECT:
MEMORANDUM
File
George Ruther
October 7, 1994
The existing GRFA for Lot 6, Block 4, a resubdivision of Lot 14, Bighorn 3rd
Addition.
Pursuant to a request by Mr. and Mrs. Ogsbury to add a small bathroom addition onto their
residence located at 4413 Columbine Drive a complete GRFA check was done on the
property. lt was determined that based upon the 14,810.4 square foot lot size (.34 acre),
4,127.6 square feet of total allowable GRFA is permitted. Existing GRFA at the time of the
GRFA check was 2,929 square feet. The Ogsburys are proposing to add a 47 square foot
bathroom addition which would bring the total GRFA on the property lo 2,975 square feet,
after the bath addition is complete.
Olign Review Action Fatn
TOWN OF VAIL
Category Numbe Date
Project Name:
tsuilding Name:
Project Description:
Owner. Address and Phone:
Legal Description: t-ot d Block 4 Subdivision3,...gfr,t, , t -7P tlrzlbto Zone Distric, 7/a / '/
Project Street Address:
Comments:
Motion by:
/ Staff Action
--n6r6:'
Seconded by:
Conditions:
! Approval
! Disapproval
yl Statt Approval
-fi
DRBFee e,"-p^ia 9. @ -f.J
revlsed 7/L4/94
DESIGN REVIEW BOARD APPIJTCATTON - TOI{N OF VAIL,
DATE RECEIVED:
r.
A.
DATE OF DRB MEETING. F\FA-P **********'"'-"-' , uhr l.
INCOMPI,ETE APPLICATIONS IT,AY NOT BE SCHEDTTLED FOR REVIEW.**********
PROJECT TNFORI4ATION:
DESCRIPTION:
B. TYPE OF REVTEW:
New Construction ($200. O0) X r,rinor Alteration ($20. O0)Addition ($50.00)
ADDRESS . 4/t.l (L.,/,crr1/,ttar E^t,.,.
.Conceptual Review ($0 )
)4+ / Q, 9//,t 7
D.LEGAL DESCRIPT
Subdivision
If property is described by a meets and bounds legal description, please provide on a separat.e sheet. and attach to this application.
ZONING:Raioarnnt E.
F.NAME OF APPLTCANT:Mailino Address:
Phone
APPLICANT' S RE
Address:'72
H. NAME OF OWNER(S):
OIiINER (SI SIGNATURE:
I.
,J.
APPL'ICATIONS WILL NOT BE PROCESSED WITHOUT OI{NER'S SI9NATURE
Condominium Approval if applicable.
DRB FEE: DRB fees, ds shown above, are to be paid at the time of submiLtal of Ehe DRB application. Later, when applying for a buildinq permit, please identify the accurate valuation of the proposal. The Town of Vail will adjust the fee according to the table below, to ensure the correct fee is paid.
FEE PAID:/ oaret V BY:Co"l
NAME OF
Mailing
/Aic-
FEE SCHEDULE:
VAIJUATTON
$ o $ :.0,000
$ 10, 001 $ 50, 000
$ 50, 001 $ 150, 000
$l_50, 001_ $ 500, 000
$500, 001 $1_, 000,000 $ Over $1, 000, 000
DESTGN REVIEW BOARD APPROVAI, EXPIRES
APPROVAL I'NI,ESS A BUIIJDING PERMIT IS
IS STARTED.
FEE
a ^n An P ZU. U\J '-sffi
$200.00
$400.00
$s00.00
ONE YEAR AFTER FINAI,
ISSUED AIVD CONSTRUCTION
a@,
Mqiling Address:
#EFH!+F,!!lllF,.,
PO. Box 724. Dillon, CO 80435
(303) 468-5409'Fax (30s) 468-5409
October 3. 1994
Town of Vail
75 S. Frontage Road
Vail, CO 81657
Project Specifications
Ogsbury Remodel
4413 Columbine Dr.. Vail. CO 81657
All interior and exterior materials and finishes will conform with
existing residence.
All work shall be performed by Sun Shine Construction except
electrical and plumbing as noted on the permit applic-ation form.
, TEttlH {:rF UF I L-
' l,liE=el |aneeu=: C-==h
l. L1--tl:l-':r4 14; f,? I 1'-+
fr_Hl_E L l.-I I fr .i -.r:-.r:-:.-: i
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llllir,:,r,ttr-i t.,=n'j+ t'=,: " qtl
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RECEIVED FROM
I
DOLLARS $
Permit Numbers
How PArD-cash- *Jlnl='7! /
Police Recei{t.$umb9n
,.:':..-,/ t",, ,; '
o o
TOWN OFVAIL RI}CEIPTNO.
CHE/CKS MADE PAYABLE TO TOWN OF VAIL
ACOOTJNTNO.UJ ITEM NO. TAX COSTEA TOTAL
01 0000 41540 ZONING AND ADDRESS MAPS $s.00
01 0000 42415 UNIFORM BUILDING CODE $50.00
0l 0000 42415 UNIFORM PLUMBING CODE s36.00 +
01 0000 42415 UNIFORM MECFIANICAL CODE $32.00
ol.oooo 42415 UNIFORM FIRE CODE s36.00 *
01 0000 42415 NATI ONAL ELECTRI CAL CODE s30.00
01 0000 42415 OTHER CODE BOOKS *
01 0000 41548 BLUE PRINTS (MYLARS)$ /,UU
otoooo 42412 XEROXCOPIES $0.25
010000 42412 STUDIES
ot000,0424rz TOVFEES COMPUTER PROGRAM $5.00
0I oow 42371 PENALTY FEES / RE-INSPECTIONS
01 0000 41332 PLAN REV]EW RE-CHECK FEE IS4O PER HR.'I
0r00/0042332 OFF HOURS INSPECTION FEES
0t 0000 414t2 CONTRACTORS LI CENSES FEES
01 0000 41413 SIGNAPPLICATION FEE $20.00
01 0000 41413 ADDITIONAL SIGNAGE FEE I$I.OO PER SQ.I. I.I
010000r'?gQ VTC ART PROJECT DONATION
01 0000 41331 PRE PAID DESIGN REVIEW BOARD FEE )t)
01 0000 42371 ttnzEsrtcnrloN FEE (BUILDING)
31 0000 45110 TOV PARKING FUND
0t o000z2uz1 TOV NEWSPAPER DISPENSER FUND
* 01 0000 21112 TAXABLE @ 4Vo (STATE)
* 01 0000 41010 TAXABLE @ 4% (TOWN)
otoooo 42371 BUILDING INVESTIGATION
OTHER
PEC APPLICATION FEES
UI (ruUU 4IJJU ADDITIONALGRFA "250"li200.00
01 0000 41330 CONDITIONAL USE PERMIT s200.00
01 0000 41330 EXTERIOR ALTERATION ILESS THAN IOO SQ.FT.]$200.00
01 0000 41330 EXTERIOR ALTERATION IMORE THAN lOO SQ.FT.'I s500.00
01 0000 41330 SPECIALDEVELOPMENT DISTRICT INEWI $1.500.0u
01 0000 41330 SPECIAL DEVELOPMENT DISTRICT IMAJOR AMI]ND $1.000.00
01 000041330 SPECIAL DEVELOPMENT DISTRICT IMINOR AMEND s200.00
01 0000 41330 SUBDIVISION
01 0000 41330 VARIANCE $250.00
01 0000 41330 ZONING CODE AMENDMENTS s250.00
01 0000 41330 RE - ZONING $200.00
OT}IER
OTHER
IToTAL:
COMMU^TS:
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INSPECTION TOWN OF
REQUEST
VAIL
40/
PERMIT NUMBER OF PROJECT
DATE
INSPECTION:
JOB NAME
MON THUR FRI AM READY FOR
LOCATION:'tZb b JtZ
CALLER
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H. TUB
NAIL
FINAL
D HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
B FINAL tr FINAL
APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INS
o
PE
PERMIT NUMBER OF PROJECT
DATE - ',,' '" JOB NAME
-
_/:
CTION REQUEST
TOWN OF VAIL
READY FOR
LOCATION:
INSPECTION:
\ ' i ;-
CALLER
MON TUES
.,/ ,,'^ ): . -;.
WED THUR FRI AM PM
BUILDING:
tr FOOTINGS
E FOUNDATI
tr FRAMING
/ STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
ON / STEEL
r_r ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
F
d
!
FINAL tr FINAL
ELECTRICAL:
D TEMP. POWER
MECHANICAL:
tr HEATING
tr
tr
tr
ROUGH tr EXHAUST HOODS
CONDUIT E SUPPLY AIR
tr FINAL
tr
tr FINAL
I
EI APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
lhe pfinlery va
75 soulh frontage road
vail, colorado 81657
(303) 476-7000 offlco of communlty development
'June 15. 1984
14t". Robert Lee
Myri am Corporat'i'on
405 Urban Street
Sui te 1.12
Lakewood, Colorado, 80.l21
Dear Rsbert:
After a mere two months the 0gsbury Residence has.received final Design Revfew B9u19 approval.- cono'itions of approval i.nclude that the home be sprinkled for fire protection and i'site speciii.i study addressing potential mud flow problems be approved ov tne town-engineer. I have enclosed a copy of the administiative poiiii regarding this process. please ieel free to contact me wtilr-iny questions you may have.
Sj*qere1y,.a\( \ 5w^
Thomas A. Braun
Town Planner
ENCLS:
TAB/rme
3I-\o*t* "{
"10s\
[.rv
10$-c
g\c".'.r,,r.
, 1.+ *\ t*.- ."L
i\*r"\ Lr,Ae- o$ :12 ,M<l
.\ *f ,u '' ..&.r*,.ao* q "=...1,*'1.
\i
Project Description:
Owner, Address and Phone:
Project Application
r\ \lr, \,,-,
Architect, Address and Phone:
I
Legal Description: Lot
--J,3,
Btock
Comments;
Design Review Board
Motion by' I
DISAPPROVAL
Secondedby: U/\\t.il.ii 'i t
---K;;{; - )
/ ------"-'/ ---'\---- - -------""-
Summary:
il !li r'
"i\i\l\il
i
.l
!
:11 ,i^i r
i i\i[)
l"\tt
r l'l I \,if. 1l i
Project Application
o^,. 4 ?rc-?4*
Project tt"t"' /'l*rOrn
Project Description:"':-,'-1f 1*:. u i;1, f:-T:iJ"n t 1.." 1 irl EQ .
contact person and phone L "i:J lr ) r : t.l,f'..f L- l':*-{.f:b:$.rv i,jr - cl f"l -'t}l I
t"7
,.'. 4 Owner, Address and Phone: i l"A.) lrl-i'fl';t$t-. Lr,,,,.,,r..,1-, L_.t -f Ti.-f:liC)r.J. t"r1 m/.j.. i
Architect, Address and phone: ft't'll:-t tr+:-,". :,'.-{::tt.f . 4()=:> t*t{L8 f<"1 ';-r l!,tr I H / i l--*
Legal Description: Lot {r:Block Filing lr4 /9ri)LlD, tl€--5-Jl', Zone
Comments:
Design Review Board
Date
Motion by:il
Seconded by:
DISAPPROVAL
Summary:
't Z' -t .i.,r". t1.",1, ,*** J 'ff14:,! ,: *."ti
"SY''.t',
"-'
Date:
El statt Approval
lh. pdnlarylvail
Tiiwn Planner
75 south lronlage road
vall, colorado 81657
(303) 476-7000 otllce of communlty devclopment
dune 15. .|984
f41". Robert Lee
Myriam Corporation
405 Urban Street
Suite 112
Lakewood, Colorado, 80.|21
Dear Robert:
After a mere two months the 0gsbury Residence has received final Design Review B9uf4 approval. conditions of approval include that the home be sprinkled for fire protection and a'site spectiti study addressing potentiaj mud flow problems be approved uy lhe town engineer. I have enclosed a copy of the administrative poiilu regarding this process. please'ieel free to contact re with iny questions you may have.
,pncqrelY,( \ sNn^
Thomas A. Braun
Town Planner
ENCLS:
TAB/rme
3\-,.\oo
QrcK uq
\o s\
[*v
{o$.c
g\^.^
o1u\ s{ L**- *, \**
i '\'vOut.iu\ .r^ r- o{- l - ,MI
.\ *f ru " c.&v.r^ac* q us:-j,r^ \
\ttrlr' I I r"' ,' ,, ll [)i r l) ' r, i ProiectDescriotion: )11\t{ \t t I,i:\\i FLliii \ltt
a\
contact person and phone \il- lf ,f t f i"i\:t i t r t' {
Owner, Address and Phone:
Architect, Address and Phone:
Legal Description: Lot l,g , Block ,,,,^n
,i;',;,:,1):i;::J ld, 'ii1i ' , , Zone
t
I -.-__+_-----
Comments:
Design Review Board
Motion by:
Seconded by:
DISAPPROVAL ---K;;;;-- )
\---'/..-n
Summary:
',riii
\n.,,
iri r ^il
l
\
ri I t,'
f !.\J
fl statt Approval
\rr li I 1,r !'ir t:"
t
t
1,1
Project Application
A Project Name: k-'. l''[6rn
Project Description::,,,*l t jr:. i- i-::" fJ:.y^rr I L. -1 i:..: U-'=" .
contact person and phone t:>f:j "Jt )r ', t 'liirl*i t#-l(
Owner, Address and Phone:'' 'i i/.J lrii;r)vi:._f ft,,..; A.. i) L.f -f Ti.-*lif)r{ !. ,,.t V)t:" i
Architect,Addressandphone: 11)\/IatF"{ar, i: .-.-iftf. '4{)T: UfZ6Al,.} {.*7. Sur-it, /r i-,_
Legal Description: Lot {c,Block Filing l-r4 ar f)l:;t) . ri-{l -:.-i", Zone
Comments:
Design Review Board
Date
Motion by:
t-
\ {" - .i.i
,l ., l il
Seconded by:
,." -"APPROVAL ,.i -----1.-=.
"q*;-'_*'*" -'-'-
DISAPPROVAL
Summary:i" .,.J a' ,L{ j/'rt.)t "+
.,-'--:**\,"rt "iJ j ili;(,lr ";'i1 ',,L..'.,'t {-.r ".. "'---*".*..-.*.",
Date:
El statt Approval
lha paint.ry/vail
PERMIT NUMBER OF PROJECT
\:'i'. lr"
INSPECTION REQUEST
TOWN OF VAIL
CALLER
READY FOR
LOCATION:
INSPECTlON:.-l .-i- i
MON TUES WED ,/THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
tr FOUNDATION / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
- ROOF & SHEER
" ptYWooD NATLING tr GAS PIPING
tr INSULATION tr POOL / H. TUB -tr SHEETROCK NAIL tr
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-trtr
tr FrltlAL o FINAL
-/',{E:aeeaovED
CORRECTIONS:
tr OISAPPROVED O REINSPECTION REOUIRED
-t-i- :1
DATE INSPECTOR
(ffir
f ,i''t t7
:':/ t -'
t/ 1
',/ /i.'
rNs#cnoN
TOWN OF
REQUEST
VAI L
DATE JOB NAME
READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr FOUNDATION / STEEL
tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL/ H. TUB
tr SHEETROCK NAIL tr
D tr
TF^/. ('-.-,.ffi tr FTNAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
trF tr FINAL
,tappaoveo
CORRECTIONS:
l.t
tr REINSPECTION REOUIRED
,/. t(!' 'J^ -l :;
t'-"4. -*-*"-,- -€.^*-Pl,n:d --zJ-r.A^-
,',
:/
INSPECTOR DATE
lha prln!a,y/vetl
rt
il
INSPECTION REQUEST
TOWN OF VAIL
t t
T NUMBER OF PROJECT
JOB NAME
CALLER
INSPECTION: MON TUES WED THUR FRI
PERMI
DATE
AM PM READY FOR
LOCATION:
BUILDING:PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr
o
tr
D
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING O GAS PIPING
INSULATION O POOL / H. TUB
SHEETROCK NAIL o
tr
tr FINAL O FINAL
ELECTRICAL:MECHANICAL:
o
D
tr
tr
TEMP. POWER tr HEATING
ROUGH D EXHAUST HOODS
CONDUIT tr SUPPLY AIR
D
tr FINAL E FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
tffil
O-t )'""? <:o
NSP PERMIT NUMBER OF PROJECT
DATE JOB dEL-=:-z
ECTION REQUEST
TOWN OF VAIL
NAME
INSPECTION:MON WED THUR FRI
CALLER
TUES AM PM READY FOR
LOCATION:
BUILDING:PLUMBING:
D UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
tr
tr
tr
tr
tr
tr
tr
FOOTINGS / STEEL
FOUNDATION / STEEL
FRAMING
ROOF & SHEER
PLYWOOD NAILING tr GAS PIPING
INSULATION tr POOL / H. TUB
SHEETROCK NAIL o
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
o tr
tr FINAL O FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED O REINSPECTION REOUIRED
DATE INSPECTOR
rffi)
Proiect Application
(!
Project Name:
Project Description:
Contact Person and
Owner, Address and Phone:
Architect, Address and Phone:
!l
iption: Lot !rr;: , Block , Filing (i , Zone Legal Descr
Comments:
Design Review Board
DISAPPROVAL
1 tl I \\I il " "
E statt Approval
Contact Person and Phone
&--'#"Project Application
Project Name:
Project Description:
Owner, Address and Phone:
Architect,Addressandphone: /h"tplrui'., c-pnF. 4o> iJ(;BAcJ '.=-]-. Svr?(r/1.L.
J-F\t1€v''4 (4. v,2
14 i
Legal Description: Lot Fifing lvrE'D@, Ee-s\z$' , zone
Comments:
Design Review Board
Date
DISAPPROVAL
,',L{-!>".-.- 7..-r2-?''aA
E statt Approval
[!. Ddoht/vail
Lr St oF FtqIsR IALS
li,\ili:'i)i; i'i(j").ii:C'l' D1.-*-,fi:*.r. - -agg!u-€y _ Rellq-g!J:.e_
rf l,lj(;Al, I)li:i'Jlt I l)'f lON : L0'l' 6 t.il,OcK l; I l. lil(i
utlscl{ll''l'loli olr I'll0'Jl:(l'f Residence At: 3 Addi!121g1ae51ded*!rgbrrrr-suFdi-:'isicn
BgEgbqlvided - Columbine Drive
Thc fol lorving infornntj.on is rcqrrilcd for subnittal by lloard bcI'ore a final approval can be given:
titc appl j cent to the Dcsi.llr llcvicl
A. BTJTLT)IN(I I(/\'I'ERIALS
Roof
Siding
Other l'r'a1 I lvlat erial s
Fascia
Soffits
Windor.rs
lllindow T'rim
Doois
Door Trim
Hand or Deck Rails
Flues
Flashi-ngs
Chimreys
'Tr'.4sh Enclosures
Greenliouses
',\Othei: t--
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
Botanical Name picea
TREES Englemannr
Pinus Contorta Latifolia
Populus
Tremulaides ,
Populus
Tremulrides
Populus
Angustifolia
Cornus
Stclonifera
Ribes
Type of lj;r!:-rral Color
Si ze
B'
"'-^--S-
2r"
2"
3"
Alpinum
.Tuniperus
Aspen ffi
Aspen
Narrcwleaf
Cottonwood
Redtwig
Doqvvood AIpine
Currant Andorra
,Trrn i nar Rugosa
Rose
2
3
6
6
5 gal.
5 gal.
E gal.
5 9a1.
HotLzontai-i-s
Rosa
Rug.lsa
:i ' 'lf\:ii.)
: , 1...
r .. -i' :..:r;:$ '",i.::'.:r*5
Cominon-Ng!9
Engl ematr*h"-.-.
Spruce
Lodgepcle
Pine
SHRUBS
75 south frontage road
vail, colorado 81657
(303) 476-7000
departmenl of public works/transportailon
TO:
FROM:
DATE:
SUBJECT:
M E M -O R A N.D U M
Lamy Eskwith Bill Andrews
29 November 1983 llhiteriver Estates, a Resubdivision of Lot 14, Bighorn Subdivision, 3rd Addition
The attached letter dated 21 september 1981 was a -summary of a meeting between John Nilsson, Dtn QJsiiirao ino-iown"iiarr. iJ i1,ii Jaie, onty Item 1 (rock and beam guard iaii at the siream-irossirgl-iiii 6i.n.o*-pleted. The remaining"items 2 iniough-o-ini-ite tunner problem need to be resolved.
Two other problems have been created as a result of the construction in the subdivision. The construction trairic [ii'iaused an excessive amounr of pavement damage throughoui-ir,. subdivision. sever.iv ffiil;; areas have to be cut out and piicnea-lnd the enii"e-road overlaid to bring the road back to its. originil conditi.on. -selonaiv,-tn"
road has been used as-a dump site for construction debris.--ihe'ii.u needs to be cleaned up before we can assess the damage this has aaurao.- "vbvr ev es ur
ldith these oroblems remedied, the road would meet our minimum requirements and we would accept the roadi ior mainteninie.--
BA: jad
cc: Stan Berryman
H. Pete Burnett
Dick Ryan
luttn
John Nilsson Bridge Street Realtv 286 Bridge Srreer VaiL, Colorado gL6S7
-RE: Bonrick Subdivision
'-f.:
Dear John,
l ' Dick Duran (!ai1 Fire Chief) an-d I met ltrarch 24 ro discuss his c-oncerns for - fire protection in- tfie-fonsict<-SuUaivision. From this discussion we concluded there 'are thro problerns that need to be addressed. These are'fire flow and access to the site.There apPe?rs to be a substantial iiie iroto-a"iiciency Ln rhe area caused by the dead end_line ttrai serves the subdivisi;;:rn this case, a fire flow of 1300-dil should ue-ouiained when in fact there is onLv 600 gpn. r iirrormed Dlck thar this marter should'be discussed itittr tfii-aevetop"r, owner, and water districc.The access problem is more of a r"ifit."ance piobitm. As we discussed eartier, r have gpproved rtre ispt.i;-;;;ing bur r would not accept thg road fbi maint"n"tr""'until iterns r-6 (in the enclosed letter) and the tutrnei-problem lrere resolved. The owner-(DeveloPgt) must maintain the load until rhis time. No certificates of occuDancy are to be awarded until the Town of vail.accepts malntenince'responsibiliti"", i.e. the above ment-ioned irems are complered to'our r"iirri"iio"l
rf you have any questions or wish to discuss this further,please contact me.
Si_ncereIy,6J/'ciJ----
BiIl Andrews
Town Engineer
cc. Dick Duran
Steve Patterson
Dick Ryan
Jon Eberle
March 29, Lg82
Z0 Eagte Roa
Avon. Cotorado gl62
303./949_436
Denver Tolt Free gg3-240
?gp!. of Comnunity Development 75 South Frontage Road '
Vail, C0 81657-
RE: !g!r l, Z, 3; 4, 5,. Third Addition
Resubdivision of Lot 14, glock 3, gighorn
Dear Dick, peter and peter:
i: I thought I'd take a few minutes.to recap our dilgyssion on september 15,''" '1981 in vour offices. Please let rne irJ[ ir anything that follows is not how vou understand things.--g.rii.riy,'*" ait.u!r.a inu iollowing items:
i. T*-::l:l_of the propertv, r,rr. Dan Gagliardo, wiil make the foilowing - lmprovements to the property as requeited by you at his exoense:
1) Install a rock and beam guard rair on each side of the . stream crossing.
2) Install a rock a.nd beam. guard rair arong the crownhiil '
edge of the. road .from th6 cul-de-sai to-tr,. inside radius of the first curye.
3) 91.?l up and.revegetate the stream bank and the stream bed in the area direclly to th; south of the itream crossing
.on Lot l, ' *"- -
.
4) Revegetate the stggp embankment on the dovrnhiil side of the cul-de'sac. Biir Andre*s, who was in attenaance at the.meeti!g stated that do reirinage-woui'otu. ;;;;;;.;i on the cur-de sac if this revegetation is carried out.
/,\l I v ,[ |[*Kt ir I { tr{r I ll r E A;fii,fr
l.lessers. Ryan, Patten & Jamar
September 21, 1981
Page 2
5). Peter Patten requested a cleaning of the area at the end of the top curve as the fill falls into the cree'k betrveen Lots 4 & 5 as r.rell as a revegetation of this disturbed area. I offered to talk to the owner about this and get
back to you.
6) The discussion then turned to the questionable accuracy of the stakilg of property line coiners. I'le agreed thit as soon as the corners were absolutely certifiad by Inter-mountain Engineering, Bi'll Andrer.rs ani other interlsted
rnembers of the town staff should walk the sites with the
owner and identify them.
Regarding the problem of the I-70 underpass:
There has been a long history of frustrating negotiations
between the.previous ou,ners of the property, the Torvn and the HighwlJ Department. Although the questions of safety in the tunnel has been addressed on many occassions, no definite plan of action to correct the problem has ever been.insti gated. It was agreed that it is now to everyone's advan-
tage to once and for all implement a solution.
It was originally proposed that a traffic signal be instal'red at the tunnel. From correspondence dated 2 years ago, Ernie Fregarrio was to propose a signal design to the previous
owners but to day, no design has ever been proposed, One ,
design prepared by the previous olrners was iejbcted by .'r
the Town but no further suggestions by the Torvn as to trhat is an acceptable design have been tendered, Bill
Andrevrs related that he now thinks a traffic signal is
no longer the proper solution and suggests that-a restructuring of the drainage at the uphill side of the tunnel, a widening of the road at the uphill side and the installation of a
heated mat in the roadrr'ay was nory the best v;ay to go
1)
fr
: t. .', :-
I'iessers. Ryan, Patten & Jamar
Sepi.enber 21, 1981
' ri3 J
4)
3) I related that the owner had received 910,000 from the sellers (rvhich is now in escrow) for installation of a traffic signar- I don't believe we_can use these
lungs for a!.y other-ieason but if a traffi.irffiii,ro De rnstai)ed, the ovrner can contriuute upE-T0,000 tovrard its instal'lation. The previous oi.rners had agreed to .contribute only S2,000.
I^|ig"]l_Ty_p9:session a tetter from the State Hishr,;ay uepartment stating that they had,schedured ihe necessary improvements to t[e tunnel ?or ,,Summei-oi-rgdi,,.
Had these_improvements been carried out as pro*ii.d, tuu would in all like'lihood,. have no probrer nbr.' Di;[-Ryan agreed to contact l'lr. Dick procencb of the Highway-Department to set up a meeting,between Mr. proceni" u'no-iil interested parties here in vair the rveek of septemuei it,19gr. The g_oal of this meetingis to get-final'co*ittrlit trom ttre ljllrl Department on a scfiedu]e ana progrur-oi the needed rmprovements.
I proposed that the cu*ent owner of the property is ob-viouslv a vfctim.of these intrerrteJ ciiiufiii5n.u, regarding the tunnel and that he will ue'unrairrv iinanciaily harmed if the Town summarily refuses to issue rrim ntiessary bui.lding permits strictly on the grounds that the iunn"i problem has ,not yet been solved. I iuggested, and oici ivin agreed ,that if we can work out a a6rinite. piJgru*itr,'ff. Highwav .;Department as to improvements io the tunnel the Town must consider issuance_of the requested p.rrili'ui"ioon as the owner meets normal requirements for them and allow the owner to start construction this fail befo;; ih" tunnel improvements can be compteteJ. safety-ai-lr,e-lunnet can be provided during-normal working nours-uy-iiog*.n stationed gt tlq tunner openings- This proposed sorution to the immediate.probrbT ryiir p.ouia.'n.bo.J r;i;li'iiiir. p""-cluding financial damagb to the ovrner.
s)t.
::#:gsi;r.,:l"*ft1*
lt'-:
I'ies se rs.
Septenbe r
Ryan, Patten & Jamar
21, 1981
Regarding 'uhe proposed olan for Lot 1:
Ii was agreed that the lot has significant physical restrictions *'hat a variance or variances to the Tci.rn set back requirenents
:5scl utely necessary.
;cil Ryan is'co n.=ei yriih liis sraff l"ier- in i,ile ciay or the
,:>:t day, discuss ihe rqatier, arrd cel I :i"'11 irout jn ior anoiher
.:sign r+ork session as soon as possible.
the proposed olan for Lot 5:
ii r.ras stated by t,he Torvn
Lrre proposed site plan to set backs. It apoeared to
buildable area rvithin the set back restraints that a design confor-rring to them is entirely possible. For this reason set bick variances were not needed.
I'n looi..irrg fonrrard to further discussion and solutjons to these orob'lems.
Sinccrel-v,
a'i',,.'ii,.:.'S 0F COL0MD0, LID.
. , -r_J j .,
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..1. t.n | . ir r't,..,on. dresident .'.,,,' i ,r!i., 1rlnr lnc.
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'i)
t!staf f that Dave I n.ri n must redesi gn
make the building conform to exisiing the si,aff i.hat there is sufficient
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R P/S TOiIE D]STR]CTS
Archi tect
Pr-oposed Use
SFR, R,
Lot 6
') - i -?s
\>,r4 \ofvr- )
),
s
Lega i
Ovrn€l
Descri pti on:
Zone District
Lot Size
He'ight
Total GRFA
Primary GRFA
Secondary GRFA
Bl ock Fi'l i n9
Setbacks:
Front
Sides
Rea r
Si te Coverage
Landscaping
Parhing
Credi ts :
Ga ra ge
l,lechani cal
Ai rl ock
Storage
Solar Heat
Storage
Dri ve: Sl ope Permi tted
Envi ronmen'tal /Ha za rds :
20,
15,
15'
( 3o) ( so)
71uu
( 3oo) (600)
(eoo)(1200)
( so) ( loo)
(2s) (so)
(200)(400)
Slope Actual
Aval a nche
Flood Plain
S1 ope
{oJ
( <?Av't (,<
Co"-"n:nts:I
\
Zon'ing: Appro'.,ed/Disapproved Da te:
gharn $ubdivieion
tird Addltion
i r li
,f i
.i'""'r*r -
""-- I f !.-ii | |.at;-f€
Ar .., ; ,'! t ,'.., / \ |I -^'*r I il
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Subdivision
Lot
Bl ock
Filing
l.
2.
(Acceptable) U,o, OtttPtable)
(A) Cu'lvert Size
i ii i D;i uu',iy Gr;d-Fffi-il')-
Source of Utilities
(0) h'ater
(E) TelePliorie
(F) r.v.
Cornnents:
rlc E'lect
Gas
Sel.rer
(A
(B
(c
v/
i..
4.
Approved:
Di sa pproved :
€-
Dil I Arrdrc:*s
't
r-llrlfr ',,! r r/,, r! ,.,,lr/lrrll: \rr' t l'..1./ I (, I
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i|!,0i:K 1 t.t t.llt; Bighorn Sub. Third Addlrion Amended
Singlc Family Rcsidence
Thc fo I I orvi ng inf ornet j on i:;
Board bcl'o:re a final aylprotral
A. BIJILIIIN(; [ff\'fr.RIAI,S
Roof
Siding
Other liall Materials
Fascia
Soffits
lTindons
Itlindow Trim
Doors
Door Trin
Hand or Deck Rails
Flues
Flash j.ngs
Clrinueys
Trash [lrc.] osures
Gtectrhrjuses
Otirer'
B. LANDSCAPING
Name of Designer:
Phone :
PLANT MATERIALS
Botanical Name
TREES
rcqtrirc:d for sr:lrnilt;rl by thc
clrn bc given:
'l'),p.c o{ tr't;r1j:r.ral
#1 Medium Cedar Shakes
itppl jc:rnt to tlrc Dcs j.1in ltevicw
gql-s.
Natura 1
Rough side out
Cadrr Ch4nne I rJrst i c _ NatUral .. SEgi-r.rgd *
Stucco below lst level off-whlte
Rough cedar Natural, stained
lx rough cedar Natural, stained
Bronze alum. clad wood bronze
1x4 rough cedar Natural, stained
wnnrl , .&l,ass' ,, _ _ _ _, . Match wigdows, bronze
rough cedar natural, stained
pipe paint to maEch windows
€alv.' i{oo - - - --*- --na.tulal. -_ - ._
,"99d-A-r-Shanne 1.. f us-t lc- - naturql , sta ined
none
none
Conrnon Name Quanti ty Si ze
nat,ural
Robert B.Lee. AIA
989-881 7 ( Denve r
SHRUBS
GROUND covr*i SqU FooTAGE
s0D SQUARE FOOTAGE
SEED TYPE natural mounlain sr;rsscs _ __ SQUARE F0OTAGE
to match cxistine
TYPE 0F none
as per plan
IRRIGATION
TYPE 0R METH0D rip-rap as reqtri.re d
OF EROSION CONTROL
C. 0ther Landscape Features (retaining wa1]s, fences, swimning pools, etc.) Please specify.
River stone retaining wall off garage
o
UTILITY LOCATION VERIFICATION
SUBDIVISION Bighorn Subdivision,Addition Amended
JOB MME A Home for
LOT 6 BLOCK 1
ADDRESS Columbine Drive
Dr. and Mrs.
F IL ING
The location of utilities,lines, nust be approved and
accotnpanying site plan.
be main trunk iines or proposed
the following utilities for the
whether they
verified by
Da te
l4ountai n Bel I
I -634-3778
lllestern Slope Gas
Gary Hall
* Holy Cross El ectri c Assoc .
Ted Husky/Michael Laverty
F.lOrar+o*l *FF Cabl e T.V .
Gary Johnson
Upper Eagle Val ley Watei^
and Sanitation Discrict
Davld Krenek
!jc<q
-sQ
NOTE: firese verifications do not relieve the contractor of his
responsibility to obtain a street cut pernit frour the
Tom of vail, Departnent of public works and to obtain
utility locations before digging in any public right_
of-way or easenent in the Tor.m of Vail. A building pernit
is not a street cut pernit. A street cut pernit nust be
obtained separately.
This fonn is to verify service availabrity and location.
This should be used in conjunction with preparing your
utility plan and scheduling instaltations.
o o
COMMITMENT
TO INSURE
LAND TITLE
GUARANTEE COMPANY
This commitment was produced and
issued through the office of
108 SOU]
VAIL, COL
Representing:
AL.TA r:: r:tl.l l'l 1Tt1 f F! T
5':HENU[*E A
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FI,OOD HAZARD !:VALUATION
OGSBURY RESIDENCE
T0hIN 0I' VAIL
June 21, l.98rr
Prepared for:
llr. Robert Lee
BarreE Resources CorP.
Prepared by:
HYDBO-TRIAD, LTD.
L2(r87 West Cedar Drl\'e
Lakeuood, Colorado 80228
( 303) 989-r264
HYDRO-TRIAD, [TD.
June 21, l9B4
Mr. Robert B. Lee
425 Cherry Street
Denver, Colorado 80222
RE: Ogsbury Resldence Flood llazards
Dear Mr. Lee:
Please flnd enclosed a letter report with regards Co the flood
hazatd evaluatlon for the Ogsbury resldence located oA Lot (> of
Blghorn Subdlvlslon, Thlrd Addltlon, Vall., Colorado.
The fol-lowing report ls dlvlded lnto flve sectlons whlch dlscuss
rhe background lnformation, the 10O-year flood, the debrls flood, bank
eroslon, and our concluslons. For reference, a copy of the sl'te plan
map ls also enclosed as Flgure 1.
BjlcEground
Prlor to lssuance of a bull.dlng pernlt for the Ogsbury Resldence'
the Town of ValL hae requested an analysis and recornmendatlons wlth
regards to che followlng ltems:
Flood hazard due to the 100-year flood;
Flood hazard due to the debrls flood; and
Soils and foundarlon condlttons.
a)
b)
c)
I
I
I
I
t
I
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Items a and b are discuesed Ln thls report and Itern c is
dlscussed ln a report prepared by chen and Assoclates daEed June,
L984.
The proposed resldence is located on Lot 6 of the B{ghorn
Subdlvlslon, Th1rd Addltton. The lot ls bounded on Ehe south and east
by Colunbl.ne DrLve and on the north by Lot 5. Columblne Drlve slopes
to ttre southwest away frou the lot at a grade of approxinately Lz
percent. Bighorn Creek is located wlthin the west one-half of the lot
and the proposed resLdence structure ls located wlthin the east one-
harf of the lot. A four foot dlaueter corrugaEed'metal plpe culvert
c.onveys Bighorn creek under columblne Drlve approximarely 32 feeE
southwest of the proposed resLdence
A topographlc site ruap (1/8" = 1') of rhe lot has prevrousry been
prepareri by Myriau Corporatlon from survey data supplled by Blaek1und
Land surveyors. The date of the topogr:aphlc survey was January 26 and
31, L984.
Comparlson of the contour elevatlons shown on the site plan wlth
USGS and other topographlc rnaps lndlcate an B0 to 90 foot dlff€R€BC€o
Thls difference le llkely due Eo dlfferent datums. Because of thls,
conparl.son of flood elevatl.ons usLng the site plan contours and
pi:bllshed reports ls dlfflcult. As a result, only the {ncremental
eLevatlon dlfferences between contours shown on the slte olan were
used ln the analyses.
IL.ood Hazard Evaluat ton 1-00-Y1al Flo_qdpltln
Evaluatlon of the 1OO-year flood hazard was based on the 1983
Floodplaln InformatLon Report and the Flood Boundary and Floodway I'Iaps
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prepared by the Federal Emergency
reporL and cornpanlon maps indlcate
Bighorn Creek lncludlng the reach
discharge at thls polnt is indlcaced
per second.
Managernent Agency (FEMA). Thts
a 100 year flood boundary for
crosslng Lot 6. The 100-year
as approxlmately 240 eubic feet
Because of the large scaJ-e uapplng ( l "=/r00 r ) , lack of eontours
And lack of reference polnts, the portlon of che 1ot located wlthln
the flood boundary le difflcult to deterulne. Also, constructlon of
the culvert under Columblne Drive wtll affecE the hydrauLics of
Blghorn Creek wlthln that reach crossing Lot 6. This was not taken
tnto account as part of the FEMA studles anci reports. rt is l1ke1y
the culvert and road *rere construeted afEer preparation of the FEMA
reporE. Our hydraullc analyses do however lnclude these features.
r'r's indicated, the hydrauJ.ic analyses of Blghorrr Creek qrithln Lot
5 are *ffected by the culvert. consequentLy, the flood boundarLes
across Lot 6 are also controlled by the culvert under Col.uublne Drive
and the elevatLon of the top of Colurnblne 0rive. Based on the s1te
pran mapr the avallable headwater depth for the culvert is
approxlmately 8 feet" UsLng lnlet control concllelons for the culvert
arrd the avallable heaclwater, the capaclty of the culvert ls
approxlnarel-y 140 cfs. The 100-year <llscharge at thls po{nt,
accordLng to FEMA, 1s approximately 240 cfs. Therefore, approximateLy
100 cfs wlll- overtop Colunblne Drlve and flow to the south and wesg
away from the Ogsbury resldence.
Uslng welr flow condltlons for the flow across Columbine Drlve,
the maxlmum depth of fLow over the roadway will be approximately 1.3
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feet. Uslng the elevatlons shonn on the site plan, the maxlmum water
surface elevatlon would be approxlmateLy 8510.3 feet' The proposed
el-evarlon of the flrst floor of the resldence ls 8523.5 feel, or
approximateLy 13,2 feet above the 100-year flood level.
These conditloos assume no bl-ockage of the culvert. Assunlng a
wors! case condltlon of total bloekage and the full 240 cfs discharge
over the road, ttre maximum clepth of flow would be approximatel-y 2.3
feet. Thls would result in a water sur.face elevaElon of 85f1.3 feet
ot I2.2 feet beLow the flrst floor elevation. The approxirnate flood
boundarles for both of these condlglons are shown on the slte pl.an,
Figure 1.
Comparlson of these elevatlons wlth those presented in the FEMA
report show a large difference (approxlmately 80 feet). When
coapa::lng Uhe channel lnverE eievatlons a difference of approxlmaLel-y
86 feet is lndlcated. Thls ls probabLy the result of a datuu
dlfference between mappings as rnentioued previously. Therefore t anY
future reference between the slte pJ.an elevatlons and the FEMA water
surface eLevations should take thls Lnto eccount.
Debrls Flood EvaluatLon
Based on the L977 Geologlc - Rapid Mass - Wasting Process l'Iap
prepared for the Town of VaJ.l by Royston, Hanamoto, Beck and Abby, it
appears that a portlon of Lot 6 ls located wlthln a debrls flood zone
(fl). As ln the case of the rEMA maps, these maps also lack
sufflclenc deEail to accurarely Locate Ehe debris flood boundaries.
Hovever, as best as ci:n be determlned, tt appears Ehat fhe debris
flood boundaries thrqul:h Lot 6 generally foLlow the Blghorn Creek
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channel.
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Ihe approxlmate locatlon of the Lot is lndlcated on Figure
Accordlng to the referenced map, thls partrcular debrls frood is
ldentlfled as a noderate hazard whereln some property danage may occur
lncludlng floodlng, erosl.on, inundation by mud and inpact of snal_L
boulders. The flow ls turbulenE In nature conslstLng of an enrlched
suspenslon of mud and water. Velocltles are ln the range of 5 to 20
mlles per hour (7 t.o 29 feet per second).
Because of Large varlatlons ln composlt.lon and nonhonogenlty of a
sedlment-debrl-s-water mixture, standard hydraulic analyses are
difflculr or lurpoeslble Eo appr.y. Al.so, since the discharge rate and
rerurn periods or frequencies of occurrence are not deflned, the slze
and depths of flow for the debrJ.s frood cannot be detennlned.
However, ln thls case, some analyses ancl coneluslons can. be drawn by
lnvestlgation of the slte topography.
slmilar to the 1O0-year flood, columblne Drive will act a€ a
control. Because of the sedlnent and debris carrLed by the debrls
flood' {t Ls llkely that the culvert under Colurnblne Drlve wl1l become
partlally or completely plugged. rn thts case the debrls flows will
overtop the road enbankment and flow to the southwest away from the
resldence structure. The depth of frow over the top of the road will
be a funcElon of the dlscharge rate, whlch is not known.
Based on the exlstrng slEe topography, the depth of flos over Ehe
top of rhe road would need to be in excess of 6 feet before
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encroachnent on Lhe butldlng foundatlon would occur. should thts
occurr a eubstantlal Lateral spread of the fl.ow would result and flow
depthe wouLd be reduced. Thts rn turn will resurt ln slgnrflcant
decreases ln flow veloc{tles and reduce the destructrve energy of the
debrls flood' Also, accordlng to the sorls and fouadaEfon
1*vestrgatlon perforned by chen and Associates, the underlyrng
materiar conslsts of cobbles and boulders. This materlal wourrJ
lncrease the flow resr.stance in the shar.rower frood areas further
reduclng flow velocltles and destrueELve energy,
Bank Eroslon
Another concefn indrcatect by the Toun of varl tnvolved the
potentlal for bank erosLon wh{ch could underm{ne the foundatlon of the
proposed resldence structure. Eroslon wouLd result from htgh frow
velocrtlee ln conJunctron wlth flood events. A cross sectlon of
Blghorn Creek Just upstreau of the culvert na6 plotted and vel_ocltles
calculated for varlous flow rates up to the 100 year dlscharge. These
veI'oclties were then cornpared to the Lype of bank nmteriar and rts
eroslon reslstance. The cross sectlou anr! velocltles are shown on
Flgure 3,
Eecause of rhe backwater created by the suJvert, the velocitles
are Less than those upstrean of Lot 6 0r doFnstrean of the culvert.
As lndlcated on Flgure 3, the velocltres range from lees than 2 fps to
6 fps ' The natural rock armcrrlng along the bank ranges frono cobbles
to large rocks Ln excese of 2 feet in dlaqeter. The bank oateriar
underlylng thls "natural rlp rap" ls well graded and provldes a good
base naterlal. Assurnlng the bank nraterial ls noL disturbed or removed
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durlng construetlon actlvltles, the erosl.on
adequate for the expected range of velocltles.
however occur ln those areas with a sparse layer
should be idenrlfied and a well graded layer of
protectlon wl1l be
Some 1ocal erosLon raay
of rock. These areas
rlp rap placed.
Also, slnce the proposed residence is set back approxiurate!.y 1d
to 18 feeE from Ehe bank and the underl.ylng naterl.al conslsts of the
saoe cobble and rock naterlal this affords additional proteccl.on frorn
erosion, and provlces a buffer zone ln whlch eroslon can be nonltored
and addltional protectlve measures instlgated if erosion does occur.
Concluslons
Based on the preceedlng analyses the followlng conclusl.ons have
been reached.
" A portlon of Lot 6 ts locaEerl
boundaries however, the proposed location
outside these boundarles.
withln the 1.OO-year flood
of the structure ls located
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o The debris fLood boundarles also inrllcate that a portlon of
the lot is located withln a debrls flood (f1) zone. The topographlc
condltlons of the site and Columblne Drlve wiLl dlrect the debrls
flood avay from the resldence structure at the proposed locatlon. The
outer frlnge of Ehe debrls flood may encroach upon [he west portion of
the resLdence structure, however, the velocitLes and destructlve
energy w111 be less than the rinaln portlon of che flood.
o ihe existing natural rlp rap along mosr of the bank ls
suf f iclent io prevent subs t.ein.t ia1 e ro s :t on of the hank . However, as a
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matrer of cautlon, the bank shoul-d be nonlEorecl and addltlonaL rock
rip rap be placed ln areas havlng a sparse rayer of ,,natural rlp rap,,
and 1n areas of Locallzed eroelon, shouLd they occur.
" As an eddrtlonal recomnendation; if regradlng of the slte is
done, the slopes shouLd not be any steeper than exlstrng slopes,
elevatlons should be nalntalned as shown on the slte plan and surface
runoff should be dlrected off rhe slte and away fron the resldentiaL
structure. Also, should a debrrs flood occur, the Blghorrr creelr.
channel should he cleaned out as soon as posslble.
*
If you have
lnformaElon, please
*
any addltional
contact us.
or need addltlonal
*
questlons
Slncerel-y,
RJN/sb
#5000
-.,.:*ft''i'ff'iTrro
-r'$XSattt';ffiU
l;li 173s6 ri*!
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R. Jay
Senlor
Nels ' P.E'
Resource EngLneer
"B-
HYDRO - TRIAD LTD)
DEBRIS
AREA
FLOOD APPROXIMATT
SITE LOCATION (ft)
tlgabd Brbd\Arqr
\
\
No Scole
Mop Frorn Geologic-Ropid Mo*s-Wosting Process Mop
Town Of VoilrColorodo 1977
OGSBURY RESIDENCE
DEBRIS FLOOD
vAl L , coLoRADO
JUNE 1984 FIGURE 2
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HYDRO- TRIAD fr.
FIRST FLOOR
ELEV. 8523.5
F
tJ.,
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APPROXIMATE
IOO-YEAR FLOOD
WATER SURFACE
APPR OX I MATE
TOP OF ROAD
ELEV. 8509
ELEV. 85rO.3
to
DISTANCE
o
( Feet )
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tr,(.'g
()
g.o
OGSBURY RESIDENCE
CROSS SECTION
BIGHORN CREEK
VELOCITY (fps)
JUNE /,984 FIGURE 3
chen and associates
CONSULTING GEOTECHNICAL ENGINEERS
96 SOU!L ! Nl STREET . OENVER. COLORADO OO22J . 303t7a{.ttO5
-.qt;''t .t
SOIL AI.iD FOUMATIOI{ INVESTIGATIOI lIlE OGSBURT RESTDENCE, Wt 6, TTTIRD ADDITICII
BIGHORN SUBDIVISIOII, COLUI*4BINE DRIVE
EAST \AIL, COI.ORAM
PREPARED FOR:
MR. GSBURY .
c/o ROtsERt LEE
425 SOUTH CHERRY STREST, #4OO
GLSNDAI,E, COTORAM 80222
JG NO. 1 778 84 JUNE 19, 1984
OFFICES: CASPER . COLORADO SPRINGS o GLENWOOD SPRINGS o SALT LAKE CITY
at
TABLE OF CUITEI\IIS
coltcutsrob{s
1
PL}RPOSE AI{D $COPE OF S,IUDY
1
PROP6M CO,ISTRUC:TICN
1
SITE CO}IDITIOIJS
2
SIJBSOIL COI{DITICIJS
2
GEOTOGICAL HAZARDS
3
FOU}IDATICIT RECOIO4E}IDATIOI,iS
3
EXCA\ATICD{ DIFFICUTTIES
4
UNDERDRAIN SYSTP1
5
FINOR SIABS
6
RHIAINII\C STRUCTTJRES
6
SURFACE DRAINAGE
7
LIMITATICI{S
7
FIG. 1 - TOCATIOI{ OF E}PTORATORY TNf,LES
FIG. 2 - IOGS OF EXPTCIRATIOI{r HOT.FS
FIG. 3 - LEGEND A|JD \TYfES
FIG. 4 - GRADATIGI TEST RESULTS
TABTE I - SUI'ft1ARY OP TABORATORY TEST RESULTS
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CCI.CTilSIO\S
The proposed residence should be founded on spread footings p]3ced ?!.thu gravel, cobbles and boulders designed for an alloil able soil bearing pressure of 4,000 psf. Desigi detairs una pie-cautions related to Lhe subsurface features of bhe site are discussed in the text of the report.
PURPOSE A}{D SCOPE OF SIUDY
?his report presents the results of a soil and foundalion investi-
gation for the proposed Ogsbury residenc.e to be located on Colunioine Drive,
lot 6' Third Addition Amended, Bighorn SuMivision in EasL VaiI, Colorado.
The project site is shown on Fig. l.
This report has been prepared to sunrnarize Ehe data obtained and bo
present our crcnclusions and remnrnendations based on the proposed ctrn-
struction and the subsurface conditions encountered. Design parameters and
a discussion of geoEechnical engineering mnsiderations related to cen-
struction of the proposed residence are included.
PROPOSED ONSTR(rcTIObI
The proposed residence will be a one-story r^nod frame strucbure and
will have a full basenrent. Ttre b-rilding will be approximately 25'x70' in
plan dimension. Ttre basement level will open out onto the r^rest side of the
structure. the basement floor will be at approximate elevation 8515.
If conditions are significantty different from those described above.
we should be notified to reevaluate the reconunendations mntained in this
report.
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SITE COI'IDITIONS
At the tinre of our field investigation the
and was crcvered with aspen trees up to 30 feet in
steeply to the r'rest to Bighorn Creek. Boulders up to 5 feet in diameter
are located on the ground surface.
Bighorn creek had a flowing channel width of approximately 20 feet and
was 1 Eo 2 feet deep at the time of our investigation. The creek is ap-
proximately 10 feet below the buitding site.
Existing residences are located north, south and east of the proposed
scructure.
SLIBSOIL OCI{DITISIS
T\D exploratory borings were drilled at the approximate locations
shown on Fig. 'l to investigate the general subsurface oonditions. The crcn-
ditions encountered in the boles consist of a thin layer of topsoil cnzer-
lying gravel, cobbles and boulders. Based on the results of standard
penetration tests, the material is medium dense to dense. practical drill
rig refusal \^/as encrcuntered in both of the test holes at depths ranging
from 2 1/2 to 14 feet below the grround surface. Test holes were offset
several times to advance the holes as deep as practical. llc free wacer hras
encountered in the tesL holes at the time of driIIing. Results of a
gradation test on a crcmposite sample obtained frorn HoIe'l on the particles
less than 1 1/2 inches in diameter is shown on Fig. 4. A sample of rna-
terial was obtained from the creek bank and the results of a grradation test
on this material are shown on Fiq. 4.
proposed site was vacant
height arxJ
down noderately to very
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GEOTOGICAL HAZARDS
Due to the recent debris flows occurring in vail during May and June
of 1984, @ncern has been expressed by the city of vait of the potential
for debris flow to impact this site on Bighorn creek. we understarrd Mr.
Arthur Mears has reviewed the debris flow hazard and other hazards at this
site for the city of Vail. We have not reviewed his report, however. His
opinion is that a debris flow r^ould not directly impact the structure brt
may erode the east bank of Bighorn creek possibly undermining bhe foun-
dation of the structure. Hydro-Triad is presently evaluating the potential
of the creek banks to be undermined and will reconnrend remedial measures if
necessary.
F.OT]NDATIG{ RECo[ftnvDATIoI{s
Considering the subsurface cronditions encountered in the exploratory
holes and the nature of the proposed oonstruction, \^re recomnnend the pro-
posed residence be founded with spread footings bearing on the natural
gravels, mbbles and boulders beneath the topsoil.
The design and construction criteria presented below should be ob-
served for a spread footing foundation system. Construction details should
be included in the project docunrents.
(1) Spread footings placed on gnavels, cobbles and boulders should be
designed for an a1lowable soil bearing pressure of 4,000 psf.
(2) Conbinuous foundation wa1ls should be adequately reinforced to span an
unsupSnrted length of at least t0 feet.
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(3) Any organic soils or disturbed gravelly mils encountered in the foot-
ing excavation should be rerrrve'd and foot.ings extended to lorver dense
soils' the final cleaning of the foundation excavation should be done
by hand shovel rrrrrk in order to minimize disturbance of the Eoundation
bearing soils.
(4) rn the event that large boulders are encountered near footing grade,
it nay be preferable to cmit footings and cr:nstruct the foundagion
wall wer the boulders. Dowels should be drilled and grouted into the
boulders and extended into the foundation walr,
(5) rf deep cavities are created by rernrving boulders, the cavities shoultl
be backfilled with granular soil cornpacted to r00t of standard proctor
density near optimum npisture c-.ontent. Free draining gravel may also
be used to fill the cavities.
Exterior footings should be provided with at least. 5 feet of soil
cover above their bearing elevation for frost protection.
rf the foundation excavation is opened in the spring of the year wfren
snowmelt is occurring, free water may be encountered in the exca-
vation. Free water should be ptrmped or drained prior to placing oon-
crete. Free draining qraver rnay be used to facilitate drainage and
concrete placement.
(8) The soil errgineer should observe the foundation excavation prior to
concrete placernent.
(5)
(71
EXCA\D\TIOI\I DI FFICULT I ES
Boulders nayl create difficulty in excavation.
determine the size and extent of boulders due to the
It was di.fficult to
srrall diameter of our
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drill holes. However, boulders up to 5 feet in diameter h,ere visible on
the ground surface. If very large boulders are encrcuntered, it may be
necessary to presplit the boulders by blasting to achieve r+crkable sizes
for excavati'on or the use of large excavating equiprnent may be necessary.
As previously discussed, large boulders may be encountered in the foun-
dation excavation. rt rnay be preferable to leave them in place and con-
struct. foundation wa1ls wer the boulders.
In blilding c\f,rners and utility trenches, boulders will be ncre of a
problem. Blasting, trench widening or rerouting of utilities may be re_
guired.
UNDERDRAIN SYSTEM
During springtinre, shallow groundwater can be a normal occurrenc€ in
the Bighorn subdivision. we reconrnerxJ an underdrain be oonstructed around
the perimeter of below grade floor levels of the residence. Ttre underdrain
should consist of a 4-inch diameter Snrforated drain pipe installed in the
trench and surrounded by clean gravel. The base of the trench should be at
least I foot below finished floor level. the drain line should be sloped
at a minimum 1t to either gravity discharge or a sump m water can be re-
rnrved by pumping. FilEer fabric should be placed in the trench prior to
placement of the grravel and pipe. Ttre gravel should be wrapped in filter
fabric before backfill is placed above the drain. Filter fabric wilt re-
duce the risk of fine soil piping and clogging the drain or undermining the
footings.
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FI,OOR STABS
The natural soils at the site, exclusive of the upper organic topsoil,
are capable of supporting lightly loaded floor slabs. Slab-on-grade floors
should be separated from all bearing walls and columns with a 6nsitive ex-
Sransion joint and should be adequately reinforc.ed. Floor slabs should be
provided with oontrol joints to reduce damage due to shrinkage cracking ard
the slabs should be adeguately reinforced. we suggest joints be provided
on the order of 15 feet on center. Fill naterial placed beneath floor
slabs if necessary, should be a grranular material oornpacted to at least 95t
of the maximum standard Proctor density near optimum noisture content.
A 4 inch free draining maLerial should be placed beneath the slabs to
ease construction and to aid in drainage of free water. Thris rnaterial
should consist of aggregate with less than 5t passing the #200 sieve arrd
rore Lhan 508 retained on Lhe #4 sieve. The underslab grravel should con-
nect freguently with the underdrain gnavel.
RETAINNG STRUCTI'RES
Foundation wa1ls and retaininq structures drich are laLerally sup-
ported and can be expected to undergo only a noderate anrcunt of deflection
nay be designed for a lateral earth pressure ccrnpr:ted on a basis of an
eguivalent fluid unit r.eight of 45 pcf for on-site backfilt.
Cantilevered retaining structures on the site can be expected to de-
flect sufficienbly to npbilize the full active earth pressure condition.
lhereforer cantilevered structures nay be designed for a lateral earth
pressure ctrrnputed on the basis of an equivalent fluid r^reight of 35 pcf for
granular backfill. The above recon'urended pressures assune that drainage of
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free water occurs preventing the buildup of hydrostatic pressure. weep
holes should be placed in the retaining walls to allow free drainage.
Any surcharge pressures from snoh, roads, parking, buildings, stacked
retaining walls, etc. must be added to the above design pressures. rf
backfill slopes exceed 3:1 horizontal to vertical the lateral earth pres-
sures strculd be increased.
SURFACE DRAINAGE
The following drainage precautions should be observed during oon-
struction and rnainbained at all times after the residence has been clcrrF
pleted:
(1) Excessive vrretting or drying of the foundation excavations and under-
slab areas shourd be avoided during construction.
(2) Exterior backfilt shoutd be noistened and compacted to at least 90t of
the maximum standard Proctor density beneath landscaSnd areas ard 95t
beneath sidewalks or 5:aved drives.
(3) The ground surface surrounding the exterior of the h:ilding should be
sloped to drain away from the foundation in all directions. we recorrF
rnend a minimun slope of 12 inches in the first l0 feet.
(4) Rmf downsfrouts and drains should discharge well beyor"d the limits of
all backfill.
LIMITATIOTS
This report has been prepared in ac@rdance with generally accepted
soil and foundation engineering practices in this area for ure bv the
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client for design Flrposes. The crrnclusions and reconurendations sutrnitted
in ttris report are based upon the data obtained from the exploratory lples
drilled at the rocat.ions indicated on the exploratory hole p1an. The geo-
logical hazards of the site were not evaluated by chen a Associates. The
naLure and extent of variations between the exploratory holes may not be-
mme evident until excavation is perfornred. rf during construction, soil
and water ctrnditions appear to be different from those described herein,
this office should be advised at once so reevaruation of the rec.,"nmen-
dations may be made. we rec.onurend on-site observation of excavations and
foundation bearing sLraLa by a soil engineer.
Reviewed x
R.IT: cb
Encl s.cc: Hydro-Triad Attn: Jay Nelson
By
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778 8\Chen & Associates
B I GHORN
CREEK
Sca le : 1,,=2C ,
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RIS I DENCE
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LOCATION OF EXPLORATORY HOLES
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Hole I
El.=8517.0'
Hole 2
E I . =8524.0'
Ssz,8525
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Lower Level Floor
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I 778 8l{Chen & Associates LOGS OF EXPLORATORY HOLES w.2
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L EG FND:
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ffiGravel (GP), sandy with cobbles and boulders, dense, moi [i:.Ibrown, occasional sand lenses.
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Drive sample, Standard penetration Test l 3/8-inch t.D. sptit spoon sample
t8/Drive sample blow fal I ing 30 inches
count. Indicates that
were requ i red to d r ive
l8 blows of a 140-pound hammer
the SPT sampler l2 inches.
Pract ical rig refusal, additional symbols indicate refusal adjacent hole.
NOTES:
l'Test holes were drilled on Hay ll, 1984 with a 4-inch diameter continuous fl isht power auger.
2'Locat ions of test holes were measured approximatel.v by pac ing f rom features shown on the site plan prov ided.
3'Elevations of test holes were obtained by interpolation between contours on the plan provided.
4'the test hole locations and elevat ions should be considered accurate cnly ro the degree impl ied by the method used.
5.The I ines between materials shown on the test hole logs t.epresent the approximate boundaries between material types and the-transitions may be gradual.
6
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No free water was encountered in fhe test holes at the time of drillinc.
+4=Percentage retained on #\ sieve;-200-Percentage passing No. ZOO Sieve
Laboratory Test Resul ts:
\{C=Water Conten t (%);
1 778 8\Chen & Associates LEGEND AND NOTES Fle. 3
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chen and associates, inc.
HR. ? HR.
MIN. I5 MIN.
RE
60 MtN. r9 MtN.4 MtN.
CLAY TO SILI
cRAVEL 5A
, LIOUIO LIMIT
SAMeLE orVe ry
'r@ .50 .40'30
2
DIAMETER OF PABTTCLE IN MILLIMETERS
3'
7%
%
I at depth I and 4r
50
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Yo
sandy gravel
SILT ANO CLAY
PLASTICITY INDEX
FROM Hole
43 r,"
24 HR
45 r\4lN
7 HR.l5 MtN.60 MtN. 19 MtN.4 MtN. I MtN.
u.s. s SERIES
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DIAMETER OF PARTICLE IN MILLTMETERS
CLAY TO SILT
saruo g2 %SILT AND CLAY olo PlAsrtclry rNDEx
sAMpLEoF Silty, gravelly sand, FR9M River
scattered organ ics
GRADATION TEST RESULTS
cRAvEL I 8 %
LIOUIO LIMIT
20
%
Bank
%
Samp I e
Fio
HYOROMETER ANALYSIS SIEVE ANALYSIS
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