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HomeMy WebLinkAboutDRB110396 ���i�r� I���i�� ���r��l ��TI��I F�F�1�1 � - � � � ����rtrr7�r�t �f ��r�r��r�i�� ��:��I��r��r�� # �.� ����� Fr�r�t��� F����� ��i I� ��I�r���� �1�.�� ��I: ���.���.�1�� f��; ���,���.���� �1�1.��1'-'i C�wEL��i_�- ���� ���.��I�������f�l Project Name: VAIL GOLF COURSE STORAGE BUILDING DRB Number: DR6110396 Project Description: REPLACEMENT OF THE STORAGE BUILDING LOCATED ON VAIL GOLF MAINTENANCE PROPERTY Participants: OWNER TOWN OF VAIL 08/29/2011 75 S FRONTAGE RD VAI L CO 81657 APPLICANT VAIL RECREATION DISTRICT 08/29/2011 Phone: 970-477-5264 C/0 SCOTT 0'CONNELL 700 S FRONTAGE RD VAI L CO 81657 Project Address: 1278 VAIL VALLEY DR VAIL Location: VAIL GOLF COURSE MAINTENANCE LOT Legal Description: Lot: 1 Block: Subdivision: VAIL VILLAGE FILING 7 Pa rcel N u m ber: 2101-092-0000-3 Comments: BOARD/STAFF ACTION Action: CONCEPT Conditions: Cond: 200 (PLAN): A conceptual review is NOT a Design Review Board a p p rova I. Planner: Bill Gibson D � � L� � � � Department of Community Development 75 South Frontage Road tOWN OF VAlt' AUG 2 6 20i1 va�i, co sis5� Tel:970-479-2128 TOWN OF VAiL WW�►•vailgov.com Development Review Coordinator Application for Design Review Conceptual Review General Information: A conceptual review may be requested by an applicant where new construction or ma- jor changes are to occur on a property. A conceptual review does not serve as a final approval and an addi- tional application is required for final review. The conceptual review is intended to allow the applicant to intro- duce the project to the Design Review Board and receive comments. The DRB does not vote on conceptual reviews. Fee: $0 Single Family Duplex Multi-Family ✓ Commercial Description of the Request: Please review our request to discuss the replacement of the storage building located on the Vail golf maintenance property Physical Address: 1278 Vail Valley Drive ParCel Number: 210109200003 (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Property Owner: Town of Vail Mailing Address: �5 South Frontage Rd Vail CO 81657 Phone: �970) 479-2138 Owner's Signature: Primary Contact/Owner Representative: Scott O'Connell w/Vail Recreation District Mailing Address: 700 South Frontage Rd. East Vail CO 81657 Phone: �970) 477-5264 E-Mail: soconnell@vailrec.com Fax: �9�0) 479-2197 For Office Use Only: Cash CC: Visa/MC Last 4 CC# Exp. Date: Auth# Check# Fee Paid: Received From: Meeting Date: �� < < DRB No.: ���I�U 3�C� Planner: Project No: ��v���- V���, Zoning: Land Use: Location of the Proposal: Lot: Block: Subdivision: l`-� `J � ..� \V/'.......�-.--.."'g� D v VAII RECREATION I Q [ S T R i C T � AUG 2 6 2011 To: Design Review Board From:Vail Recreation District TOWN OF VAl�Y______: Date:08/26/2011 RE:Conceptual Review for Vail Golf Maintenance Storage Bldg. This is an attachment to the DRB conceptual review application submitted by the Vail Recreation District regarding the replacement of the storage bldg. located at Vail Golf Maintenance. The storage bldg.was identified as a "life safety° item during the 2007 Borne Engineering report. Since that time the structure was temporarily reinforced however we have been advised that we are currently on "borrowed time" regarding the structural failure of this facility. A copy of the Borne assessment is also included in this packet. Existing Conditions: Golf Maintenance stora�e bld�. This is the existing structure located at the Vail Golf Maintenance bldg. Please refer to the attached site plan for its exact location on the property. This structure is on the South side of the property and borders with National Forest Service land. East side of structure ,� °` � !0 8° . t �,'�l �, . tAa.. ,e '.� �� � t � .. wmi � � e _" �� Y F'�� } by �� � � ffi �,,. € � .�@ ""'� �3 , � � " � � �'u..�"� `� �?gE+�i.p7's�� �� ° � � � E 9,' E �y� ' � �� ,:.}4, 6'� � �� i 2"+i`' � '� £ q � � � ;� � 9 � "h � � 'd�" � �➢• � �,�v. �Z . � �d /� f t 1 "H' 3 �T ?''k'"` '.. f t �� d, �; � � ��%.;•� � :�' c ¢ � ,e'+� �.-!^ X`'`* �� � � r }" ��t�" : . ., y� .. :� ,, . ��� , .. a , �.� ��r�"'.� ., � -; �:, � ..,� ,ti�'-�� �,� :',� +�� ���a , r ° s' e g � � #� ,s � � .��. � � ' a '� � � � � � � a � ,. . �:u= .. , � �"" � .. - .., .. .,. .� ' „ � �: �� � ,,. , .... .��. , :. ,, : ,..,..K�.... � � ���.. �, ?� Q s���a s „�r,�,a�� ,.�....,.' u,� �, � �' „ �,.� a :^a:.= e''� r ��I����a � a � a ��� �� �1�� f�,,�� °�� , R 4� t ��,, � �� ,a� �..e�.� � d���w9, 1 ' ' t� � �5��,�,�6�isd��: b `� - i £ �, ": . .. ,.. The structure consists of concrete retaining walls on the south side with concrete walls and roof system. 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' ` �pFa � #a „+r,tk^s'�w,� $,""�,r° . , �'� � '� .d�r �"�y� ' � � �as�.' �, '`"w`�a n o;�a�r` '�.�r-,r,` ,,�` ,� �, ��, �� w , ��z,�,�� ' °w."�""� c 4 a. �, .�;,.Q� �^ .��.-. f! �",� ,w"�tr £�,,� w,,a�l�k i�����`i4t I�,t II I wu'. � y� � " � � ��` ."' µ ` ,�, �"�* �, i ` ;.,1 � � , .� �, � ,e �� � � � � �. .� � � �..�. , , y hr, % J. " u�. '�'� V k, _..., wC .' �'�i'��4,.�:. N.... q ��� I �� a Y �)�!E�19�h Y,i�l�ll�&�"GSr� � i�� I��� +���i p�II� V�I I I�I k �i i I p �I W s`� w ,A � �'fMG a �,���;�l lC, t,�y, ' Existin�Structural Conditions: Temporary structural support was installed to mitigate the"life safety" challenge however this is not a long term solution. We have been advised on multiple occasions that it is in our best interest to either remove or replace the structure as soon as possible. � � . ,��at�N _ ��� ���# ��� �;� ��'� �� ` �����'"�';��. ° 3 3 3 3 B � � �t"''=° ��y � � +"�k{ � F k'� 11 aa � ,#1S R Nr -;.: S pt'a3�+'. h��ff � � t.dr t�f„. ;G' 1 t�, r"�"�. ���:' . �s� �� ��Z9 ��� �ii 'r �,��. . ..jY� . },.. �� aa ��e, n�lyCS�����u �"1..,. '.3,".�.. t' �{ �o � '� (�� . �.5.,:.9„ w- .:� , '�� .,.�...:`ia .:f �'�_A,.. k �d � � � . ��. P6 . `3�+.; ��.. I IIII�I II I h� . � r�k�EE„ ' .1� �������������� �������V a�.x�,� 4 :�°§ � � �, , ��'��-.�1`�n :iSf���3�t,i��,a�;y!�. . , ,:. �.. ��., ,.@ Il:a ".m:��, ��t ..s -a ��1`b! 9 a� � ��.{ ��77l�� �x�; r� � (B � . yi^P � ��`. ��' ��,, .:����R.[.. x x�.F �;. g��p,$+r.d +�,..: �,2 .�'" j�H.Il:�. d;���. � I,a>.i� '�,�, � �� F r b �� � p�„ .. .m�. 1� y;� .�".�,�+� 4n' "k y� . �. �� .�{ d ..j �`� ` �. 3q #t .� �, (n " e k�.. at & �� � �„'�..���. .. . . .. . ..... .: .,"""`"` °, .��. Existin�Structural Conditions: As shown in this photo the roof has shifted to within 1" of complete failure. ���° ��'� �. � �;, �;;"�. . � �- „��», � � ��� ��, ��; �� ����". � „�, � �, ,;� � " ,����E,�. ��� �,,. � �` _ � . � . . ..:. : . .�,,. � . ; � ���.� � a r �, , p,, , _ :.:f +na,,:: w&/va�^'�k�t, I ;�.". �y�.M��� � � r �" � � A .a� �.r. .-. , . `: ..�.�.'.. . fr 3 �;, u��s,. � �. � � I� �i°�G��i Ff i�!I�� � r ���r��,°ly I�+, �li � �,I��ii �����',II ��� ��(�f����l�ll�i�' .. Proposed Replacement The town of Vail currently has a 3 bay storage facility constructed using prefabricated galvanized steel enclosures built onto concrete walls. We would propose to build a similar facility(please refer to proposed engineering diagram)to replace the existing structure. We would propose to have 2 bays open and one enclosed with a garage and man door. �, r ::. ��<{ - ',; ; ' . �� ,v,��"''��. �Il �i,, w � � �� :. .., ��� ,. � ��., 3:�•. � ° � " r I ' 'p,� � _ ii�l I IiW lt �� ,I 4�.;,;� �ki ���� , i �-}, �p�a� - i3 _, ��,"e� ��Ay I ��'&, �a, �]� �'t pt F w: . .�. �E . ��� � � � �.,.. r ur a � e ' ' ,r.. ' . 4 ... w_'�' ..,< .. .. ... .... .�nx.. ,� < Irnrts�l"i+7e.r �. vi ,�. �. �c§ �a.. '.. . .. .. . . �. ... . r$rv, „ .. � ' � . , � . ,,:�`r�, , fAU:, . . . . Please feel free to contact me regarding any of the information above or if you would like to meet a member of the VRD staff on sight to discuss this project further. Thankyou _ �� � � Scott F.O'Connell Building, Facility& Maintenance Manager Vail Recreation District P:(970)477-5264 C: (970)390-9731 E:soconnell@vailrec.com �,.�,: �.. �,.,.. m � � _ � � � �,�� �� �' � � v �� � � �. ��;� � ��"' � � . � � � � M ��� � � ,. ,n � � � ,� � � ,�� �: � ��� � � �� �' �. . .. , • ��.�", � �r �.a � :t n.� ., y . ,� .,, � . w?�' '� � � �. t. �;� ,. d�Y. � � .. �. S�' d .° �,' a^ a ` A, � i` d . "�f-'°" ...� � �= tl 4 i r ^ y'p � v, � 'i ��+ p~ ✓ . t . .., . .,, �.s4N.,�"� , �3. , . ,., . '��� : '�' , :� �` ,j > ' . .> .. ' . & . .�. .75: ,. . . , . e. � »4�: . � ,a..�. g .. � � � � �'. � qAv,.�Nn z, ti. � � �-. �. e�. 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'.. +'� . �. . � , . ... .. , � :... . �-,�„�`"�.�.,..� . 1 ..�,�w^ � � -�. � . -' . . �a m ,.�' -.�..� � .__. . �, �-° . . a� .. .. � ..�., ' �ms�� .. �� .. . ... . .�w . �.: .. ,A-�. _ v.. �- ��_ ., . . . .. .... . ��;_,..: ,,,.. '.. �.� '_. -. . . . . . �; . . _.',r., ;,� . . . - v «.. �,.._. _ � �... � fi� .�..... , , . . -Y> * � � .;> , . - , � ��� ._ . � . .. . � . . -_. . . , �$�� , � . . .. . _. .. : �� � ::� . _ . . � . m„ . _ ` ` . .. . . .,.� .... - .�.,_._. ,�....��:�.._ ..�._ , . ��.. ., „ __.. ,.��,. . ��. sa ?�. � � x ��� ,> i � Property Condition Evaluation Vail Recreation District �f E19. Storage Building - Structure � -�-.. � `�;'���a�y��,� + � � Y 9�� � �'�* .,.a��i� ii 1 ��. Location(s): South ofthe maintenance '„ ' i�''� �' �''"`t ` building. � ���a�� '��� �` s ���r��w � �� � ��� �w���` ° �� �������, � � Description: The timber bridge is constructed �. ' '�� with W10 steel beams, heavy timber planks a nd "��% �`" 3 concrete abutments. s � °'y "`'r � &'�q?'",' Condition: The storage facility at the golf 4: course maintenance facility is exhibiting severe r �,,� � ' ;, damage, distress and movement at several �� �'r � r�� locations. The center of rear concrete wall is ' ` cracked and displaced near the bottom of the � �� ��'�� wall approximately 1". The double tee roof �° , structure at the center of the facility has been ��� displaced so that only 1"of bearing rem ains for the webs of the double tee roof on the webs of the wall double tees. This will produce an excessive amount of stress on the webs of the ;� wall tees and can lead to premature failure. The ���°"' � roof structure in the west ba of the facili is � �. . Y tY p severely deteriorated as evidenced by the � ' �`; ��, � deflected roof tee flange and the cracking in the , �� ,�~ � �r �� ' flange due to the rusting of the flange steel � � � "��� a r � � ����` �� �; �� � reinforcement. The facility shall be cleared of all � � �' ' `�e° ' items until a time that the referenced life safety �'��'��"��� ',� � � � ��'� issues are addressed. This may include the `� �'��� ����=���� dismantling of the facility. ,.�,,� .�� �� � � Age: 30+ years. Expected Useful Life: 0 years. Effective Useful Life: 30+ years. Quantity(s): 1 each. Action/Cost(s): • As indicated in our September 18, 2006 life safety letter, the facility shall be cleared of all items until a time that the referenced life safety issues are addressed. Remove and rebuild the storage facility in 2007. Estimated cost: $23,000. Bornengineering Page 128 06162-934 Property Condition Evaluation Vail Recreation Distrid E20. Low Slope Roofing I e , �� �Y,. W�^"M,':° ,t F,�1 k..o k Location(s): Storage structure roof. � •�'�.:.., _ Description: Modified bitumen roofing and metal drip flashing. ' � � -� k.;', Condition: The modified bitumen r�oofinc� is in ��` � ` � �„ very poor condition. All of the cap sheet lap ��� �' �_ �� seams have failed, the granular surfacing has worn off the sheet in many locations. The reinforcing felt in the membrane is also deteriorating. The failed roof has resulted in substantial water intrusion that has helped facilitate the failure of the structure. Age: 30+ years. Expected Useful Life: 30 years. Effective Useful Life: 0 years. Quantity(s): 1,000 square feet. Action/Cost(s): • None. This structure has been demolished. E21. Asphalt Driving and Parking Area � . Location(s): Surrounding the maintenance ,.�,.,�. building. "'�` - �`" � ` � , . ..��io�► Description: Appeared to be full depth asphalt � surface that is unbound around the e�erior ' perimeter. ��� , ""'�� �` ��`� Condition: Fair condition. Age: 10+ years. Expected Useful Life: 16 t0 18 yea rs. Effective Useful Life: 6 to 8 years. Quantity(s): 17,200 square feet. Bornengineering Page 129 06162-934 Vail Golf Club Rehabilitation/Replacement Options Report Page 13 Section 5 — Maintenance Shed Options 5.1 Background&Objective The existing structure consists of three main structural elements, all of which consist of concrete double-tee sections; the double-tee roof beams (roo fl, double-tee counterfort wall columns (columns), and double-tee retaining wall (wall). The side columns also serve as walls, but are referred to herein as columns. The roof beams bear on the columns, some of which on the webs of these columns, some on the flanges, and the rest on a corbel attached to the wall flanges. The columns serve as counterforts to the retaining wall. The retaining wall is braced at the base floor slab, at the counterfort columns and at the top roof beams. The roof beams have translated horizontally by approximately 3", and only have approximately 1" of bearing remaining under the web, where supported by the webs of the interior columns. We believe this is due to direct soil load on the roofing element itself, and/or the bracing force applied to the roofing element from the walls due to soiL In either event,the system has insufficient anchorage for the applied horizontal force. The retaining wall is also severely degraded, as is evidenced by the amount of cracking, especially near the base. The wall system does not incorporate a drainage system, so retained water travels thru the wall. Due to the urgency of the roof beam support, a temporary shoring system has been constructed. Supplementary vertical support is provided by screw jacks at locations where the roof beams have marginal support. Horizontal bracing is provided by diagonal timber braces between the roof beams and wall columns. Pictures of the existing conditions and as-built temporary shoring are provided in the appendix. The wall condition is also urgent, but not as critical as the roof, and has not yet been addressed. It is desired to provide means to ensure stability of the existing structure as a short term solution. It is also desired to replace the structure as soon as practical. Should the existing structure be required to remain for more than a year, the wall should be rehabilitated. An,� rehabilitation should be considered a temporary short-term solution to safelv extend the life of the structure, rather than a long-term fix. The existin� shed should be replaced as soon as practical. 5.2 Maintenance Shed Option A—Shore&Rehabilitate The temporary shoring is complete. The remainder of the rehabilitation would consist of addressing the retaining wall. A soil nail wall would be the most economical means of ensuring a restoring the retaining structure. This system would initially consist of constructing soils nails, as described for Tee Box #7, thru the existing retaining wall. Wire mesh reinforcing and shotcrete would then be placed directly against the existing wall. Vail Golf Club Rehabilitation/Replacement Options Report Page 14 Drainage of the proposed wall must also be carefully considered. The soil nail wall could be designed to retain the full soil and hydrostatic forces behind the wall, but this could introduce secondary effects, such as buoyancy beneath the structure, and is therefore not recommended. Soil nail walls are typically designed with drain strips behind the shotcrete surface that feed into drainpipes or weep holes. The drain strips are typically placed against the excavated soil face, but in this case, would be placed against the existing wall. Despite this difference, we believe the drainage would still function properly. The drainage must then be transported across the concrete floor slab. Excavating trenches beneath the floor slab, or drainage swales above the floor slab would accomplish this. For overall ease of construction, we recommend installation of drainage swales above the floor slab. 53 Maintenance Shed Options B &C—Shore &Replace The timeframe for replacing the existing structure is unknown at this time. We recommend that the aforementioned shoring and rehabilitation only be considered as short-term emergency measures to keep the structure from collapsing. Option B consists of utilizing the existing soil nail walls, and replacing the existing building in its current geometry. For the replacement structure, it is desired to maximize the available storage shed area. Option C includes increasing the available area, and can be accomplished by either of two means; lengthened into the hillside or widened on either end. The existing distance between the existing shed and the U.S. Forrest Service boundary is approximately 14 feet at its west end and approximately 25 feet at its east end. The topography is relatively flat between the shed and Forestry boundary. The replacement shed can be lengthened than existing by placing its back wall immediately adjacent to the Forestry boundary. A soldier pile wall is recommended in this instance, as it would cause no temporary or permanent impact to the Forestry land. Land is also available to the east and west of the existing maintenance shed that would allow the replacement structure to be wider than existing. Based on the general site topography, we recommend that any widening be oriented to the east of the existing shed. A storage pit area exists to the east of the maintenance shed that is enclosed within a two tier concrete retaining wall. The minimum distance between these two structures is approximately 50 feet, and is entirely available far widening of the shed. Conversely, the existing walls could be extended to the south and west, behind the existing shed. A building frame could then be enclosed on all or a portion of the extended two tier concrete wall. Please see the appendix for a plan view of this concept. Vail Golf Cluh RehabilitationlReplacement Options Report Appendix ,� �. , ,��.�.,�, � a ��,P� . � � � � � ��, �, , �� �;�� �..; , ��r,� �g i i ''��,i ' . � ,s oP�rk . � k Y�rv+ � � ;ty;. ;, ,,-. ' ' � ,. �,, y � � I��., g;p� a- x �' ,:- ��.q �> � �1�'@,�1��@���. �; � + �i,P� �l, � �, �� :�I�s� �, N i., - � s � ,�,, . � �.., � , �si q�� � �i���'�' ''',�{' �^aaF� � ' � t �i.i t G ♦ � � I ,, ., � :, ,.� � ,� I� ���, �w v�xr�a ; � la�q ����� � a j' , � „ , 4 _ < . g a �,.C"i�. "?a "i.. �kK<��:.. Maintenance Shed:Horizontally displaced roof beams. Maintenance Shed:Deteriorated retaining wall. �.� �d�� .,,,,.�. �,�.. n �_.�, _.,.. _..,w ,....�, ,a.�..� .� ,xwh ,..�. �. .,„d�.,� .'wwv. � t . f ( ,� .. ��' "°',�� n� � ��� � � � t � .�� p �. ���' �` � 'U . �e.. � � ��p E � „�� � P C � ��� � � �B� Bt �x i ������ ��� N ° y � £y��,'� ,6 .. Q� �,�1� { q. �^ y� p � 9 k g� : 151�nC R. � ��'C�-�4' r h , �` 19 a � � ���� �} , $ f f � � �x.. � � � �,Yi''a. �'�,,y� 6`� �''^« a..«�. .I�i;Y' � ` , �, °�� e��` . ; � � § r;t� � "v _�� � # r� � � ; � �r ,� a ,< . . ,..r^,. � ,�.,;.' �� .... : f�� �;�, ;> ..�,�a�. ..., .,.. . Maintenance Shed:As-huilt temporary shoring. Maintenance Shed:Snow load deflection of roof heams. .� .,�a .. �. . . � . m � _ �. �,��� �.�� APPENDIX 14- Maintenance Shed Existing Conditions Photographs