HomeMy WebLinkAboutB13-0133 transmittal and soil report Department of Community Development
75 South Frontage Roatl
Vail,CO 81657
iOWN OF VAIL' Te1: 970.479.2728
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use Ihis fortn when submi�ting additional information�or planning applica�ions or building pertnils.
This form is also usetl for requesting a revision�o builtling permils A�wo�our minimum building review
fee of$110 will be chargetl upon reissuance of ihe pertni�.
Applica�ionlPermit Ws)intormalion applies
�o: AtlenM1On: Q Revisions
Q Respanse�o Correc�ion Letter
Pefmi[IF813-0133 ��R. �atUChed copy of correction letter
Q Oeferred Submntal
�. Other �
Projecl Street Adtlress:
1462 Greenhill CL Vail, CO 81657
(Number) �SVeeq (SUiteu�
Building/CompleR Name: N�A Descnption o�Transmi[tall List of Ghanges.Items AflacheB.
HP Geotech Observation of Excavation Letter
Applican[Information
(amhitecl,con�rector,ownetlawner's rep)
Gontad Name CarpeNry Inc.
Atltlress P��� BOZ 4716
Giry Edwards State: �O ziP� 81632
Contact Name�. Paul Stege (use atldnionai snee�Ilnecessaryl
Gonlad Phone�. 970-926-7447 Building Permifs:
aul@car entf inCAf Revised ADDITIONAL Valuations(Labor 8 Materials)
Con�ad EMail P p y 9 (DO NOT indude original valuation)
I hereby a[knowledge iha�I have reatl�his applicalioq flled out Builtling $�
in full Ihe informatmn requvetl,completetl an accurale pbt plan,
ana stale that all the inlorma�ion as repuiretl is mrrecL I agree to Plumbing: $�
mmply with�he infortnation antl plot plan,to wmply with all Town
ordinances antl sfale laws.antl�o builtl�his s�mcWre acmrtling Eledr¢al�. E�
to�he town sj o Ing and subtlivision cotles.design remew ap
provetl,In�Tnati n ?qing an ResitleNial Codes and oiher MechanmaC $�
ordman Es oi 1 n le ihereto.
X Total $�
O erlOwner's R entative SignaWre(Reqmretl)
Date Received:
rm nma n.r omy
Fm vaitl:
Rtteive�From:
Gsh CM1eck k _
CC Visa/MC La4 9 CC# exp.eMe:
PumoneaVOn s
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May il, 2013
Carpenuy, Inc.
Altn: Paul Slege
P. O. Qox 3716
GAwards, CobraJu R1632
puul�nrapan�n iui�.com
Jo6 No. i 12 301C
SubjecC Observalfon of P,xcavafinn, Propuscd Addilinn Iu Kirkpatrick Residence,
Lot 19A, Glen Lyon, 1-062 Greenhill Court, Vail, Colorado
Dear Paul:
As requcsled, a representalive of Hepworth-Pawlak Gcotechnical nbserved Ihe excavation
a[ �hc subjcet si�c on May JO and 31. 2017 ro ovaluatc Ihe soils exposed tor fiiunda[ion
supputl. The findmgs of om�obscivatiuns and recommenda[ions tor lhe femndatinn
Aesign nre presented in this ropon. The services werc perfiirnieA in general nccordance
with our agecm�nl for gcrotechnical services to Cnrpenlry. Ina dated May 28, 2013.
We previousty conducted a suhsoil study for design of(ounda[ions at the site anJ
present��l our fin�ings in a repat dalcd Nnvcmber 3Q 2012, Job No. 1 12 301 A.
The proposed conslruction is similur to thnl discussed in nur previaus repotl.
Additionally, there will he a new deck on the north sida uf thu residonce. Spread (oo[ings
bearing on �he na[ur�l soils designed fbr an alluwable soil bearing pressure uf 1,200 psf
wurc rceuinmcnded tDr toundatian xupport with a risk ofsctdement.
Al the timc ofour May 30 site visit, [hc toundation excovation for tlie builJing aJdition
w:�s esscntialty coinplctc and hud heen cut in one Icvel from ubout 7 lo I I fccl bclow lhc
adjacent grounJ surfacc. The excovution aubgruJe wua at Ihe snme elevntion Us Ihe
exisling building spread tooling benring elev;rtion. On Mny 31, wc ohscrvcd the
fimndaGon excavation tin'Ihe pmposed deck to be wt a� nne Icvcl li'ont about 4 to 5 feet
below Ihe adjacent b'ounA surfnee. The aoils cxpoxed in Ihe 6oUOm uflhe escavalinny
cnnsisted nf inedium dense, silly to very silty anA occasionally claycy sand with gravel
and small cobbles. Results ufswell-consoliduli�in tesiing performal nn a snmple takcai
fi'om Ihc si�e. shown nn �igurc I, inJiaitc Ihe suils are muderatcty compressiblc unAcr
conditinns of IuaJing and wetting with a moJera[chydrn-compression potential. The
sample may have bcen partly dislunc�d. No fi�ee waier was encountered in lhe excavalinn
anJ thc soils wcre slighlly mnist.
ihe soil ccmJitions exposed in Ihe excavatians arc cunsislcnl with ihnse previously
encountered nn Ihe sile und suitable for supporl ofspread (oolings designed Cor(he
rccommcnded allowuble bcariuE pressure of I,?00 psf. 91�c risk oCseltlement is primurily
I �il.� i � . '-.�I � I I•� • i A�L�i.id.. ��.rm:- , I" o4li,�,= • �d��nh,�irn �iC-lah_I'�h7
C:rcpentry. lnc.
May 31, ?013
Pnge 2
iflhc bcnring soilc bccome wetled and precnulions shuulJ be luken to preven[ wefting.
The settlemenl may 6e�ifferential with the existing s�ruclure which xhnuld he mnsideral
in the design. Luose und disfurhed snils should bc removed in the footing areas [o cxpose
Ihc undisturhed ntuural soils and Ihe suhgruJc moistened and compactecl. Other
recommenJa(ions prescnted in ow�prcvious reporl which zve npplicnblc shoulJ also he
observed.
During uw�Mny 31 site visfl, we.ilso ohserveJ Ihc du�vcl holes drilled into the exfsling
footing and fbundntion wnil to tic tlic new footing cmd foundalions walls Iu lhc cxisting
ones. 7'he hulcs wcrc drillai ut the Aesign lucatinns, '/, inch diameter and G inches decp.
The design deptlis are d Inches. The holuc were obscrved fo be ndeyumcly cleaned and
Nu. 5 size mintorcemenl bars Ihen epuxicd inlu the holes. 'fhe inslallalion was generally
as spccilicd in lhe structural plans.
The reconmicndalimu submil�ed in this Ictter llrc bas-ud un ourobsorvnUon ofthe soiLs
expnsed within Ihe foundution excavnlimu and Ihe previous- limiteti subsurficc
axplorolion at Ihe sitc. Vnriatinn.v in the subsurface conditions bclow lhe excnva[ions
could increase Ihe risk of fiiunJation movement. We uhnuld be aJviseJ o(uny varintions
aiwunlerul in Ihe excnva[ion condltions tirt possible ehnnges to recommendations
contained in ihis letter.
If you h.rve any questions or need fiuther ussistanee, plcasc call om�uffice.
SincorelY.
IiGPWOftTI I — PAWLAK G�������CI-INICAL. WC.
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