HomeMy WebLinkAboutDRB120591 application
Project Name:CARNIE DECKS DRB Number: DRB120591
Project Description:
REPLACE TWO DECKS
Participants:
OWNER CARNIE LIVING TRUST 12/14/2012
2920 MANNS RANCH RD
VAIL
CO 81657
APPLICANT CARNIE LIVING TRUST 12/14/2012 Phone: 970-476-5140
2920 MANNS RANCH RD
VAIL
CO 81657
CONTRACTOR ROBERT'S SPECIALTIES INC 12/14/2012 Phone: 970-477-1324
RALPH ROBERTS
371 NOTTINGHAM ROAD 1-D
AVON
CO 81620
License: C000003548
Project Address:4314 STREAMSIDE CIR W VAILLocation:
Legal Description:Lot: 1 Block: Subdivision: BIGHORN 4TH ADDITION
Parcel Number:2101-122-1300-1
Comments:
BOARD/STAFF ACTION
Motion By: Action: STAFFAPP
Second By:
Vote: Date of Approval: 12/24/2012
Conditions:
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
(PLAN): DRB approval does not constitute a permit for building. Please consult with
Town of Vail Building personnel prior to construction activities.
Cond: 201
(PLAN): DRB approval shall not become valid for 20 days following the date of
approval, pursuant to the Vail Town Code, Chapter 12-3-3: APPEALS.
Cond: 202
(PLAN): 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.
Planner:Bill Gibson DRB Fee Paid: $20.00
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Department of Cammunity Development
75 South Frontage Road
Vail, CO 81657
Tel: 970-479-2128
www.vailgov.com
Development Review Coordinator
Application��ori5esign Review
Changes to Approved Plans
General Information: This application is for all changes to approved plans prior to Certificate of Occupancy.
An application for Design Review cannot be accepted until all required information is received by the Commu-
nity development Department. Design Review approval expires one year from the date of approval, unless a
building permit is issued and construction commences.
Submittal Requirements:
1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes
2. Joint Property Owner Written Approval Letter, if applicable.
Fee: $20
Single Family
Description of the Request:
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�• Duplex
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Multi-Family
Commercial
Physical Address: r—!- ' ! '—' --7--� ,.,-��_� ,;,, -' L' ;1�' - (n�� =-, - �
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Parcel Number: -� :-- ,-�,�' ��� �� ��� ��:'�(Contact Eagle Co. Assessor at 970-328-8640 for parcel no.)
Property Owner:
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Mailing Address: ��� r, �_ �� �, � � "�
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Owner's Signature: � � � ��'� � �� � �' �� � � � -
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Primary Contact/ Owner Representative: �� �;� �. �� �,-` �_-�i � �,-- ���,
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For Office Use Only:
Cash_ CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check #��-.!=�
Fee Paid: fy �c";� Received From: z--� "�� r-%''-, '��r;'";�,�-{- ��°"
Meeting Date: ��I$I 12i DRB No.: �-g �
Planner: � q Project No: � �\ � � � � �
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Zoning: Land Use:
Location of the Proposal: Lot: Block: Subdivision:
Buildinq Materials
Roof
Siding
Other Wall Materials
Fascia
Soffits
Windows
Window Trim
Doors
Door Trim
Hand or Deck Rails
Flues
Fiashing
Chimneys
Trash Enclosures
Greenhouses
Retaining Walls
Exterior Lighting
Other • j�-��..:_> "
PROPOSED MATERIALS
Type of Material
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Color
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Notes:
Please specify the manufacturer's name, the color name and number and attach a color chip.
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�iacic Cat•i�i�
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Vail, C�lor�cic� 81657
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Job No. 112 4()4A
Subject: Observation of Hancl Du� Pit, Pro�s�ci Deck Adtiitic�n, Existin�;
R�sidenc;e, �31� Streainside Gircle West, VaiL Colo�-acic�
Dear Mr. Carnie:
As rec�uested; a r•epresentativc; of Hepworth-Pawlalc Geotechnical observed the hand dug
pit at t11e subject site on October 29, 2012 to �valuate the soils expc�sed for foundation
sup�ort. 't'ile findings of our observatior�s and rec�mnlendations for tl�e foundation
de�i�n aa�e presented in this report. Tl�e services were performed in accordance with our
���reement for professional engineerizlg sei-vices to you dated Uctober ?9, 2012.
Th� deck will be attaciled to the soutl� sici� of residencc and replace an existittg dec(s. It is
plannecl to found the decic on isolated iooti��g pads. We �ssume retatively ligl�t
#���undation lt�ac�ial�;s fpr the deck. The re�idz�icc� lla� a gai-den lev�l b�senlent (about S to
6 feet dee�) ancl assu�n�d founc{ation backfill in the at-ea of the �roposed d�ck.
At the time of ouc site visit, oue }�it {�'it 1) had been �iug Co a depth of dbout 3'/� feet in the
area of the de;cl: addition. 'Che pit was l�cated aboiit 6 feet south of the middle of the
south sid�; c�f thc resicienc�;. T'lte soils exl3oscd iii tl�e pit, IzeL<�w abot�it 2 f��t of in�n-
pla�EC1 till, coi�sisteci of r�lativ�ly dei�se, silty to slightly silty sandy geavcl �c�ith cobl�les
that extei�cicd d�wn tc� tl�e pit de��th of 3%z fe4k. "t�Iie results of � graclation analysis
perti�rnled on a sample of nat�.iral eoai•se �t-a«ulat� srails (n�inus 3 ineh fraction) obtained
fi-on1 tkle pit a��e presente�i �n Figure l. No f•ee c�rat�r w�s enepu��t�red in the �it ��id the
soils wc�°e sli« t1y inc�ist.
�`���sici�rin� the cc�nciitions ex�ose�l in the �it anc� th� na�urc of th� ��rc�posed re�nstructiot�,
s}3�read ti�ot�t�� �acis placcci �n the undisturbe�i n�ttat�al cflar•se �a•��xulai- �oi(s ciesibned foi�
�it-� allc?w��t�1e be�ri�lg p�•�ssure of 2,500 psf ear� U� usc�l fc�r su�E�oi�t of the c]e�k acic(itic�u.
il�ere coulc3 t�� s���le dii��'erential :�et�len�e:��t witl� re�pect t�� the �?;i5tir�� sh•uettu•e ���l�ich
whoulci l�� ��t��id�x-�d iza tl�e ��sign. Fc�otin�;s sh��id k�e a���inii��ui�l ��icitl� oi'? f��t ���r th�
toc�tin� pads. �Il till, tops�il �iid loos�; disturl�ec� so�la ii� th� fo�tii�� areas should be
rr�����vc� anc� tlae bearin� le�rel exte�ld�e1 d��u�l to th� und��tu�•�i�cl cc,��r-s� �r��►1ul�r tlat�u•al
�oil�. This could req«u•e s��bexca�ration below d�;si�n be�rin� elevation in som� a�•e�s.
,
;ni'rkri *i%i �� i - f i ! � + t..i�(�?i�it�� �"�.�i't11r�4 l �t�-�?_� 4-`�'}(',� � �.la'�'e.t'�`1��i2�e �'���-����• ; ��>�
Jack Carni�
(�ctober 31, 2012
F�a�e 2
'The b��ri�� s�ils shr�ut� be p��at�e.t�d ��;�inst fra�t �ric� cc�ncr�e s�uiuld nat h� plac�d c�n
fi•AZ�n �c�il�. Th� faatings should be �r�vi�ed with ac3equat� scsil c�ver �bov� t}�eit•
}i�a�•in� �levations for �rc�st pr�pt��tip�n, ���kfill c��th� fpt�Yit�� par�s can c�n��ist afthe c�t��
51�� �p1�S' �xcluding t�psc�il �nd gversi�e.d re��ks, ec�na��ct�d to ax le��� 9��/n df standa�rci
Pr��tar density at a mt�i�t�r� c.�n���t n��r ��timurr� (�S�'/� i� slab �rcas). Th� baek#ill
shc�ul� t��ve th� �urfa�e �racled tA pr�vent �nda.n� withit� �t 1�ast l� �e�c c��th� �uildi�n�
��d �'ootira� areas.
�h� recc�rnrnenda�tic�n� submitt�d ira this lett�r ar� ba�ed c�1� c�ur ot�serv�ti�r� c��ti�� g�ils
�x��sed wichin chc pit �xcav�t�on �t th� iQCatian ��d tq tk�e ci�th indicat�d, and c�� not
in�lud� subsurface �x�1o�•atiQn with�?� t�e laad�d c��pth �f f�unsiatic�n infilt►er�ce: 1'his
��uciy is bascci nra th� a�su��ap�tipn, th�t soil� b�n�atl� t}�e c��ath �x�lored kt�v� �u�l o�
betker suppc�tt than thc�se ex�osed. Tn ard�r tp r�veal the nature anci �xt�� Q�vari�tions i►�
the subsu�'faee c<�ndifiiai�s b�1ow thc exc:av�tiort, �i�•illiai� w��uld k�e r�quir�d. It is �ssibl�
the dat� obtained by suhsut-fac� ex��lot-atic��a cc�uld c.hange t}ie r�co�ni��endations cc�ntained
u1 thifi l�ttet-. W� should c�bser•ve the footui� pads excavatic�ns at ti�e time of �;onstruction.
If you have any qu�sti�i�s oi• need tiarther assistance, ��lease call our oftice.
Sit�cerely,
HE�'W�RTH �gWL�1K G�C�TFCHNI�'A�,, tNC.
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�ttachme��t Fi�;ur� 1. �+('�Nlifilr►�'�`�st Re�ults
c:c: Ralp�i Roh�rt� (TR��berf.2(f0=�� comcast:�let)
Struc�ur�l T��si�c� Scalutic�n� � Tyl�r �l���ich C�d�fyler(�a century�tei.net)
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G�Ci'1 GRADATION TEST RESU�TS
EPWORT1�f�P WlAK OTEC NICAL
*********************************************+*++*******************************************
TOWN OF VAIL, COLORADO Statement
********************************+***********�********+*********************************+****
Statement Number: R120001997 Amount: $20.00 12/14/201211:42 AM
Payment Method: Check Init: CG
Notation: ck#5026
Roberts Specialties Inc.
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Permit No: DRB120591 Type: DRB-Chg to Appr Plans
Parcel No: 2101-122-1300-1
Site Address: 4314 STREAMSIDE CIR W VAIL
Location:
Total Fees: $20.00
This Payment: $20.00 Total ALL Pmts: $20.00
Balance: $0.00
*****+********+****************�******************************************++****************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
DR 00100003112200 DESIGN REVIEW FEES 20.00
ROBERTS SPECIALTIES INC. az—soai,mo 5 0 2 6
THERESA OR RALPH ROBERTS
371 NO'I'1TNGHAM RD. 1D �
AVON, CO 81620 PH. 970-477-1324 U=41 �—� '
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