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Home My WebLink AboutLoading Dock InformationJAIL PLAZA HOTEL & CLUB December 6, 2007 Town of Vail 75 South Frontage Road Vail, CO 81657 Attn: George Ruther, , TOV Community Development Director Tom Kassmel, TOV Engineer Dear George and Tom: This letter is to advise you and confirm to you that Shaw Construction, as the General Contractor for Vail Plaza Hotel & Club, has posted a one hundred thousand dollar ($100,000.00) bond for the benefit of the Town of Vail. The bond will be held while a satisfactory solution and remedy has been completed concerning the entrance/exit door at the Vail Plaza Hotel & Club loading dock. The bond is posted for the purpose of insuring that the work is completed by June 30, 2007. If a resolution is not completed by this date the Town of Vail may call the bond. Various options to remedy the issue, pending appropriate approvals, are as follows and !'!' will be executed in the order listed: ti k.-J, 1.) Verify that a thirteen foot six inch (13'- 6 ") WB -40 truck can enter and clear the loading and delivery garage. (After relocation of the sprinkler heads. No attempt has been made to verify non - compliance). 2.) Removal of the horizontal wood trim at the bottom of the door header, which „ achieves a thirteen foot eleven inch (13' -11 ") opening. 3.) Rework of steel to achieve a fourteen foot (14') opening — coupled with i4l adjustments to the door as well as the addition of brush seals. 4.) Apply for a variance from CDOT and the Town of Vail to remove, re -grade and replace the loading dock drive in order to change the drive slope to a straight grade from the south edge of the mandated two percent (2 %) cross -slope on the crosswalk to the trench drain. We are sure a solution can be achieved by using a combination of the above. Number 2.) will be completed before December 12, 2007 for verification. 16 VAIL ROAD, VAIL, COLORADO 81657 970-477 -8000 TOLL FREE: 877-888-1540 FAx: 970-477-8012 www.vailplazabotel.com Page - 2 - Until the time a viable solution is achieved, the Vail Plaza Hotel will inform all delivery companies and all merchants within SDD #6 that all deliveries are to be delivered in vehicles that are no more than twelve foot six inch (12' -6 ") in height and at no time will delivery vehicles be permitted to load/unload within the Vail Road and or South Frontage Road right of ways, unless a permit has been obtain from the Town of Vail. In addition, no vehicle will be permitted to stop /stand or back up within any travel lanes of Vail Road and or South Frontage Road. A Violation of this requirement will result in a traffic violation ticket and or the possible revocation of the Hotel's TCO as determined necessary by the Town of Vail as this requirement is deemed a condition of the TCO. Sincerely, Vail Plaza Hotel & Club aldix R. Prado President/Owner i �s i ka 300 Kalamath Street SHAW Denver, CO 80223 Office 303- 825 -4740 Fax 303- 825 -6403 LETTER OF TRANSMITTAL Vail Plaza Hotel - Project No: 1668= PO Box 1250 Tel: 970 - 477 -4710 Vail, CO 81658 Fax: 970 -476 -1791 DATE: 92106107 TRANSn41TT AL No. 504 TRANSAFIrFED To: Tom Kassmel, Town of Vail 9309 Elkhorn Drive Vail, CO 89657 Tel: 970 - 479 -2946 Fax: 970 -479 -2452 Suair -= Parking/Construction Staging TRANsun 7ED BY: Shaw Construction LLC Tel., Fax: Email: ITEM; DOCUh1=_NT COPIES REh9ARKS NOTES: Parking/ Construction Staging Plan Vail Plaza Hotel Building A Level 148'- 59 Total Spaces: One space removed for access to electrical panes, One space with mechanical height issue, 57 spaces remaining. Building A Level 137' -6" - 61 Total Spaces: No issues Building B Level 137'-V'-Total Spaces 76, Six spaces for Temp. construction staging, One space with possible width issue, Eight spaces not counted due to possible drive access issue, 69 Spaces remaining. Total at time of TCO- 57+61 +69 =187 Available Spaces. SIGNATURE M, DATE PE � m extol" W-01. SA - OPNWDIPA 1310H VZVld IIVA . ......... fi w" voos�vaNV N 3 N H 3 Z . ......... Q �� O C nr VA %won QPWOFDW IUOH VZ"d IIVA la�"eo wWPWW-*."M. mmanow VZOMM OM N 3 11 H 3 Z - C� 7 STEEL SUB - STRUCTURE AS REQUIRED (BY DOOR MAN. MOUNT ON ISOLATION PADS LIGHT FIXTURE CENTERED ON WINDOW IN FULLY UPRIGHT LOCATION- TYPICAL i- }FIXTURE TYPE MH, TYP I- - 4L] l '\ I I o NFRA -RED HEATER �- BEYONQ- 1 COMBUSTIBLES W36X52� BET - - - -- j} -CLEARANCE -__ -- T— U� — — — — — — — — — LOA lNG DOCK 02 Q -_..— 410 m u E =>A=C= .0 ZE H R E N PWO ECT N—1 PROJECT NO: 041590 DRAIW Il AND ASSOCIATES, INC. Vail Plaza Hotel IswE ASI 668 ARCNRECT - PLANNING • INTERIORS Vail, Colorado P.O. Box 1976 -Awn, C.Il 81620 DRAWING TITLE: 64EET: 1970) %%257 FAX (970) 949 -IOW LOADING DOCK DOOR 233E. Gown Pwdi&SL- S.-Barbara, CA 93101 gOALE: Va" I' -0" DATE: 11/21/06 5K -434 (805) %3.6890 FAX (805) 963 -8102 r Boa — 4% SLOPE SK -40 Level 06 - - T/O STEEL _ _ _ _ _ _ Datum 190' -0" TRENCH DRAIN, 1 REF: CIVIL — 5/0 STRUCTURE _ Datum STRUCTURE AS REG BY DOOR MANUFAC � ISOLATOR TYPICAL ALL CEILING AND W rnn CONNECTIONS — Level 05 Datum STEEL SUB - STRUCTURE AS REQUIRED (BY DOOR MAN. MOUNT ON ISOLATION PADS LIGHT FIXTURE CENTERED ON WINDOW IN FULLY UPRIGHT LOCATION- TYPICAL i- }FIXTURE TYPE MH, TYP I- - 4L] l '\ I I o NFRA -RED HEATER �- BEYONQ- 1 COMBUSTIBLES W36X52� BET - - - -- j} -CLEARANCE -__ -- T— U� — — — — — — — — — LOA lNG DOCK 02 Q -_..— 410 m u E =>A=C= .0 ZE H R E N PWO ECT N—1 PROJECT NO: 041590 DRAIW Il AND ASSOCIATES, INC. Vail Plaza Hotel IswE ASI 668 ARCNRECT - PLANNING • INTERIORS Vail, Colorado P.O. Box 1976 -Awn, C.Il 81620 DRAWING TITLE: 64EET: 1970) %%257 FAX (970) 949 -IOW LOADING DOCK DOOR 233E. Gown Pwdi&SL- S.-Barbara, CA 93101 gOALE: Va" I' -0" DATE: 11/21/06 5K -434 (805) %3.6890 FAX (805) 963 -8102 r Boa — 4% SLOPE 129- SLOPE T/O STEEL _ _ _ _ _ _ Datum 111 _11 1/2" TRENCH DRAIN, 1 REF: CIVIL — Level 04 I Datum STEEL SUB - STRUCTURE AS REQUIRED (BY DOOR MAN. MOUNT ON ISOLATION PADS LIGHT FIXTURE CENTERED ON WINDOW IN FULLY UPRIGHT LOCATION- TYPICAL i- }FIXTURE TYPE MH, TYP I- - 4L] l '\ I I o NFRA -RED HEATER �- BEYONQ- 1 COMBUSTIBLES W36X52� BET - - - -- j} -CLEARANCE -__ -- T— U� — — — — — — — — — LOA lNG DOCK 02 Q -_..— 410 m u E =>A=C= .0 ZE H R E N PWO ECT N—1 PROJECT NO: 041590 DRAIW Il AND ASSOCIATES, INC. Vail Plaza Hotel IswE ASI 668 ARCNRECT - PLANNING • INTERIORS Vail, Colorado P.O. Box 1976 -Awn, C.Il 81620 DRAWING TITLE: 64EET: 1970) %%257 FAX (970) 949 -IOW LOADING DOCK DOOR 233E. Gown Pwdi&SL- S.-Barbara, CA 93101 gOALE: Va" I' -0" DATE: 11/21/06 5K -434 (805) %3.6890 FAX (805) 963 -8102 r Loading Dock Height Measurements- Nov. 17, 2007 Opening Header Fr At 4 " =13' -9 15/32" At 1' = 13' -9 5/8" At 2' = 13' -9 21/32" At 3'= 13' -9 21/32" At 4' = 13' -9 23/32" At 5' = 13' -9 23/32" At 6'= 13' -9 23/32" om East to West Soffit East 14' -4' Middle 14' -3 25/32" West 14' -2 27/32" At T= 13' -9 19/32" At 8' = 13' -9 5/8" At 9'= 13' -9 19/32" At 10'= 13' -9 5/8" At 11' = 13' -9 9/16" At 12'= 13' -9 9/16" At 13'= 13' -9 19/32" Sprinkler Lines East 13' -11 5/8" Middle East 13' -11 21/32" Middle West 13' -11 19/32" West 13' -10 7/8" Middle Light 13'-4" to center At 14'= 13' -9 19/32" At 15'= 13' -9 17/32" Heater At 16'= 13' -9 15/32" East 13' -6 3/16" At 17'= 13' -9 15/32" Middle 13' -6 11/16" At 18'= 13' -9 13/32" West 13'-7 9/32" At 19'= 13'-9 17/32" At 20'= 13' -9 19/32" At 21'= 13' -9 9/16" At 22'= 13' -9 19/32" At 23'= 13' -9 21/32" At 24'= 13'-9 9/16" At 25'= 13' -9 19/32" At 26'= 13' -9 9/16" At 27'= 13' -9 9/16" At 28'= 13' -9 13/32" At 29'= 13' -9 15/32" At 30'= 13' -9 9/16" At 31'= 13' -9 19/32" At 32'= 13' -9 11/16" At 33'= 13' -9 29/32" At 34'= 13' -9 27/32" Loading Dock Height Measurements- Nov. 17, 2007 Opening Header Fr At 4 " =13' -9 15/32" At 1' = 13' -9 5/8" At 2' = 13' -9 21/32" At T= 13' -9 21/32" At 4' = 13' -9 23/32" At 5' = 13' -9 23/32" At 6' = 13' -9 23/32" om East to West Soffit East 14' -4' Middle 14' -3 25/32" West 14' -2 27/32" At T= 13' -9 19/32" At 8' = 13' -9 5/8" At 9'= 13' -9 19/32" At 10'= 13' -9 5/8" At 11' = 13' -9 9/16" At 12'= 13' -9 9/16" At 13'= 13' -9 19/32" Sprinkler Lines East 13' -11 5/8" Middle East 13' -11 21132" Middle West 13' -11 19/32" West 13' -10 7/8" Middle Light 13'-4" to center At 14'= 13' -9 19/32" At 15'= 13' -9 17/32" Heater At 16'= 13' -9 15/32" East 13' -6 3/16" At 17'= 13' -9 15/32" Middle 13'- 611/16" At 18'= 13' -9 13/32" West 13'-7 9/32" At 19'= 13' -9 17/32" At 20'= 13' -9 19/32" At 21'= 13' -9 9/16" At 22'= 13' -9 19/32" At 23'= 13' -9 21/32" At 24'= 13' -9 9/16" At 25'= 13' -9 19/32" At 26'= 13' -9 9/16" At 27'= 13' -9 9/16" At 28'= 13' -9 13/32" At 29'= 13' -9 15/32" At 30'= 13' -9 9/16" At 31'= 13' -9 19/32" At 32'= 13' -9 11/16" At 33'= 13' -9 29/32" At 34'= 13' -9 27/32"