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HomeMy WebLinkAboutDRB120245 Department of Community Development 75 South Frontage Road ���� �� ��j� Vail, CO 81657 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator Application for Design Review Minor Exterior Alteration General Information: This application is required for all proposals involving minor changes to buildings and site improve- ments, such as roofing, painting, window additions, landscaping, fences, retaining walls, etc. Applicable Vail Town Code sections can be found at www.vailgov.com under Vail Information—Town Code Online. All projects requiring de- sign review must receive approval prior to submitting a building permit application. An application for Design Review cannot be accepted until all required information is received by the Community Development Department, as outlined in the submittal requirements. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval expires one year from the date of approval, unless a building per- mit is issued and construction commences. Fee: $250 for Multi-Family/Commercial $20 for Single Family/Duplex ✓ Single Family , Duplex � Multi-Family � Commercial Description of the Request: foundation wall repair, new fence/gate Physical Address: 3090 Booth Creek Drive Parcel Number: 210102304004 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Art and Lindsay Reimers Mailing Address: areimers@rhip.com Phone: 917 846 8338 Owner's Signature: Primary Contact/ Owner Representative: Duane Piper Mailing Address: box 5560, Avon, CO Phone: 9�0 949 7074 E-Mail: dpiper@vail.net Fax: n/a For Office Use Only: Cash_ CC: Visa/ MC Last 4 CC# Exp. Date: Auth # Check# Fee Paid: Received From: Meeting Date: DRB No.: Planner: Project No: Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision: PROPOSED MATERIALS Buildinq Materials Tvpe of Material Color Roof n/a Siding 1X6 t&g vertical redwood taupe to match existing Other Wall Materials stone, dry set limestone Fascia n/a Soffits n/a Windows n/a Window Trim n/a Doors n/a Door Trim n/a Hand or Deck Rails n/a Flues n/a Flashing n/a Chimneys n/a Trash Enclosures n/a Greenhouses n/a Retaining Walls random boulders Exterior Lighting n/a Other iron gate black Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. PROPOSEDLANDSCAPING Botar�ic�l Name Common Name Quantitv Size ����� salix artica artic willow 5 5 gal. ���N„N��� prunus cistina purple plum 5 5 gal. FJICM�TMI�tl�1`�EES none TO BE F�E�GM�V/E� Minimum Requirements for Landscaping: Deciduous Trees—2" Caliper Coniferous Trees—6' in height Shrubs—5 Gal. Tvpe S�u���oot�►ge ����������� none ��� none ���� reseed at constr. distb. y��y��-y�� replace as damaged T11����F���aI�N��Nfi��� none Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) boulder retaining and fence/gate. re: drawings UTILITY APPROVAL &VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and schedul- ing installations. A site plan, including grading plan,floor plan, and elevations, shall be submitted to the following utilities for approval and verification. PLEASE ALLOW UP TO 2 WEEKS FOR APPROVAL OR COMMENTS FROM THE UTILITY COMPANIES. If you are unable to obtain comments within that timeframe please contact The Town of Vail. Subject Property Address: 3090 Booth Creek Dr. Lot$ Block 3 Subdivision: VV11 Primary Contact/Owner Representative: Duane Piper Phone: 949 7074 Plans Dated: 6.11.12 Primary Contact/Owner Representative Signature Authorized Siqnature Comments Date CENTURY TEL 970.468.6860(tel) 970.468.067Z(fax) Contacts: Samuel Tooley samuel.tooley a��qwest.com XCEL HIGH PRESSURE GAS 970.262.4076 (tel) 970.468.1401 (fax) Contact: Rich Sisneros richard.sisnerosCa�xcelenergy.com HOLY CROSS ENERGY 970.947.5471 (tel) 970.945.4081 (fax) Contact: Jeff Vroom jvroom@holycross.com XCEL Energy 970.262.4038 (fax) 970.262.4050 (tel) Contacts: Louise Timson Iouise.timsonCa�xcelenergy.com EAGLE RIVER WATER&SANITA- TION DISTRICT 970.477.5435 (tel) 970.477.5434 (fax) Contact: Tug Birk tbirk(c�erwsd.orq COMCAST CABLE 970.930.4713 (tel) 970.468.2672 (fax) Contact: Michael Johnson Michael �ohnson@cable.comcast.com CDOT(Only in CDOT Right-of-way) 970.683.6284 (tel) Contact: Dan Roussin Daniel.roussin@dot.state.co.us NOTES: 1. Utility locations must be obtained before digging. 2. A Revocable Right-of-Way Permit may be required for any improvements within a street right-of-way. Contact the Public Works Department for verification 970.479.2198. 3. It is the responsibility of the utility company and the applicant to resolve problems identified above. 4. The Primary Contact/Owner Representative is required to submit any revised drawings to the above agencies for re-approval & re-verification if the submitted plans are altered in any way after the authorized signature date. 8308.1 ' x • ,,�_, slab elevation = 8307.8' �,, , - ' ` electric transformer � N � , � drawing index , - - � � � � -= ��� , �� � �5 y`� � - � � o� g A-1 .l site plan ��� �;�°��` , � � =61 °20'39" � � � � A-2.1 filoor plan �.�1�e �h� �—�' �=45.00� � p•� A-3.1 details ��ee� 8306.4' x ' -- $ $ � v r� ��o�� — ' � / � � � � , � � 0 � � '" � > � —i � \ � , �� , - � � � �v� U � 8305.7' � � � � 0 repair lawn and � 8304.9'_ x_ _ - -- - - - =23°55'21 " �� ' � � sprinkler system x � R=1 70.00 �� � � � at completion of drain ge , � � V L=70: / �i �� work ,�� � �����j, �� • � � \ j � �. � i� ',�e � � � � � pavered parking ��� ��� ����li� '��_ � � � � �� � � ��� ��V O � / i � _ �� � ��� �u��;;� �, � �'i/����\���� �� landscape legend cc c� , ��������4���%��� edged planting i �!��o I�I � � � � I ��/i� \�� ` \\\'�I ii ii���� �'i�'i'i������ �o �� � �/ bed � � � � ��� -� W �� !� � � I I � pho e pedestal � \ � �� - ., n oulder � �g �w artic willow 5 gallon � �� I , ❑ � � � %�R��`����_� �p,�v�� �r tain e �u� �� � � �',�� � , /� x 8307.6 �6,� ,��� �,_ �<, , i�,o 5 ga � , � � j � � � � ���_��. , �� , ;� � / I, � purple plum Ilon � � �p _ � \ � � � W new ate � ' ��� p• �� � �� e �i ` , � � `p� ,o , � ;��� �.; �% Lot 9 � I \ . � � W � �� � � -- � � � - � ��� ,� garage ����� ' � �` � �� � � �� ;� � ��� \ sr � ``��p �n, ��` � ' _��� � � I '� , �%/�i ` �� '��I. 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I i _ — site pla n ,�� = ,o� • � O � N � � �� prp'� � � � �p� W � i � simpson i joist 18 ga. ��� face mount hange existing manuf. � v� i-joist � M � �-1/4" gap C� � > O� reinf. web w/ 3/4" p.w. ' ` � d� 12" LVL nail and glue. V � p.w. on opg. O crawl space side to be flush w/ edge of n 1 � opening flange W � � � � � d' ti O existing manuf. 01� �_;o�st U � � 12" LV L � O � crawl space � � p� opening simpson i-joist 18 ga. face mount hange \ � W framing details / crawl opening Q , ,�2�� _ , �-�„ • — � concrete slab on grade `.J � M--� scope of work in clouded � area only ~rT F�-�I �8'�� ,e � ting 8" conc. • cnt. to cnt. fou d. wall � - r_, � � ,.� W �--� concrete slab on grade I I I �2�� LVL � _' new crawl � � � � � � U space access. � � � � - � � verify locate � � , 12" LVL , reinf. ea. side of web of TJI w/ � `.J w/arch. prior ' ' ' to cutting open'g 3/4" plywd. full ht. of r_, � I I I � I I web w � I I I I I I Q � , , , , , , I� ~ O I I I I I I � � Q I I I I I I � � � e�istin ste�l bec�m � � ~ � � p� � O concrete slab on rade � � � � � � � I I I j I I � Q �--� \ ^ 0 �I I I I I I° �; � M �I I I I I I�° Q n/ • U �I I I I I I� M�� � concrete slab on grade ol I I I I I� � � �I I I I I I� � °I I I I I I� � ��I I I I I I � � �j 4'-3" j � j j ~ � � � � I I I I I I � � I I I I I I F� � � e of conc. flr. slab return stone wainscot � � to here � edge of co flr. slab � �j� ca � vered C8X11.5 U � � cover area way o � � � 8" conc. found. wa w/slab stone o � 3 similar to steps � 3 / � � st e ste T�T � � / � V N � a /� / stone steps � irregular conc. / � � bearing point. o verify / �o � +`ti1 �+�b ��s,�� oo ��`ti Note: shaded area indicates edge of conc. fl . slab edge of conc. flr. slab � ��` �� +�,�� crawl space � �+�� ��� � 3 _ revisions: � -- - -- � crawl space 3 � � I I O � stone veneer stone steps �� � ° I I p�• � � i i projeCt: 0212 P" ° � I I � — ° _� r_ — �-------� � I I � I I I I date: 6.1 1 .12 DRB I - I I • I L----J L----J sheet no. A-2 . 1 foundation plan 1/4" = 1 '-0" • � o� 5/8"iron pickets � � c ��ca � > o� 3"thk. stone cap � � p, � O'p. �a � M � o� / '° � �� � w �� o o, / � o-. / K G v��- s � stone to match south side 'd' � ~ of house h / �' �� �� � � M G� �� � � • � D U � � � � // I latch face of house wall � / I o \ � � ��, � v, anchor `—\ clips � � � I � \ I �� � bottom edge of siding to slope \ i main level floor with grade � cut away existing a \ i sheathing and replace • � � grade With pressure treated � i � 1/2" plywood existing flr. structure � \ block at mid span I � � � � I treated 2X10 nailed and r� � � glued to btm. ofi existing `./ i \ 2 , �p` joists. �r�j-� 2 4 � 1/2"X 5" lags w/ M--� washers @ 32"oc. � I � � stop nailed ~ �� and glued to � 2X10 � I o � cmu below grade 2" X 2"ts posts. I � � � I crushed rock compacted backfill or 3/4" � � over vapor bar. � washed rock � �anchor in concrete I Z � I � w I o � � � �� � bituthane � � � '"'�'1 � �O� (.o � '�:�� membrane ��O a�I O. ��� � � � 2X6 treated foundation ... � 24" X 24" X 8" thk. conc. �J I /� �J � wall system �� ~ O^ footing w/ 4 #4 rebar ea. way /� conc. slurry on D�� T/� � I�--�I w/ #5 rebar dowel /% �� 4" perf. drain pipe V 1 interior side � � �---- ------� //� � ,� � I�"'"�I ~ f-�I //� � � 1 1/2 washed rock � � O // k` �/� � � _ / •. / ' ', ! stone around /�/ double layer �� . ! � d r i v e #4 r e b a r @ 3 2" o c i n t o V 1 M Or 1 8"X 8" cmu. w/ cell /� 15# felts l� undisturbed earth to stabilize �/ • v grouted and 1 #5 bar. /� wall at base �■L� � ��/ � W � ::�::::�:�:::� � :�:�:::�::::�:�:: :�:::::. ::::� �4 � '::.:*::.;::. �- `���::�'*`��:����:` ����� `��� ties to house < > » >: �� ����- �:�.�.�...�.�.� ��:�:�.::.:�:.:`.:`; :�.:c�.��. ��.. � `.'`.:��.�� .; at 16" oc. . . � .. ������ 0 0 ������ �� � foundation detail � ,� W � � 2 2 ; 1 1/2" = 1 '-0" � � ; 5. .l , > ! , ;: . . . .; ►� � �, �-----------� �--------- �� .'� 1'-6�� 4'-0" wall of house 1 1'-0" iron gate w/ stone columns 1 1/2" = 1 '-0" revisions: project: 0212 date: 6.11 .12 drb sheet no. A-3 . 1