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Home My WebLink About2005-275 Agrmt - Handi Hut capital improvements plan TITLE: BUS SHELTER INSTALLATION AT THE HIGH SCHOOL PROJECT TYPE: TRANSPORTATION \PUBLIC SAFETY RESPONSIBLE DEPARTMENT: Public Works Department/Engineering Divilslon Funding Sources: $ 7,500 SDC Street Fees $ 5,000 ODOT Fund Exchange $17.500 Street Fees! Rates $30,000 Project Description: This project includes construction of a bus shelter and site improvements adjacent to Ashland High School. This sheltl9r was not included as part of the Siskiyou Boulevard project, but the site was retrofitted for an eventual shelter. The amenities ::;uch as lighting, benches, garbage receptacles and the shelter itself will need to be purchased and installed. Project Cost by Budget Year: Prior Years: 2006 $30,000 2007 2008 2009 2010 2011 Total $30,000 city of ash/and 2-12 .UCLjl. LVV' j:,~nvl /......... ~~ "', No. /04U P. 1 ill .IDaUl~1i -lBad .... IllCo ' Three Grunwald St. · Clifton · Nt~w Jersey 07013 TEL: 973-614-1800.1-800-603-6635 · Fax: 973-614--8011 INTERNET: http://www.handi-hut.com · E.Mail: staff@handi-hut.com Fax ~~ JOH~O~ Fax: S'4t.. ~f} G,OOc. Re; From: JIM CROWE EXTENSION 212 .,.__.... .___....w___ _ Date: O(J7.' ~ I ~CJ 05 Pages= ~ CCI Phone: o urgent 0 For Review 0 PI.... Comment tl PI... Reply . 0 Plsae Recycle p~ lwcr (-- '~ .Uct.'j1. LOU, j:,YPM No. lol~O P. 2 mum ( Jl80di.llllt in~. 3 GRUNWALD STREET, CUFTON, NJ 07013 · 97~14-1800 . FAX: 973-614-8011 PRICE LIST BUS PASSENGER SHELTER - ROOF DE~)IGN MODEL # DIMENSIONS IllUSTRATION DOME BARREL RIDGE 3-1 7'6" X 2'8" rmrr $ 2310 $ 2885 $ 5385 3-2 7'6" X 5'0" fIllro $ 2920 $ 3495 $ 5995 4-1 10'0" X 2'8" mnrr $ 2995 $ 3615 $ 6255 4-2 10'0" X 5'0" mum $ 3620 $ 4240 $ 6880 ~ 4-2WS 10'0" X 5'0" mom $ 3875 $ 4550 $ 7190 5-2 12'0" X 5'0" rmnro $ 4280' $ 5055 $ 8490 5-2WS 12'0" X 5'0" omnm $ 4590 $ 5365 $ 8800 6-2 15'0" X 5'0" , IlIflI] 111 $ 4600 $ 5440 $ 9475 ~ 6-2WS 15'0" X 5'0" rrmnro 14975 $ 5750 $ 9850 , ' rrrrmrm 6-3 15'0" X 7'6" 15185 $ 6345 $12850 6-3WS 15'0" X 7'6" [IIlII]llD $ 5650 $ 6810 $13315 PRICES ARE F:0.8 CLIFTON, NJ 1t ALUMINUM: GlAZING: BENCH: ROOF: 313 DARK BRONZE ANODIC FINISH 1/4" CLEAR TEMPEAED GLASS EXTRUDED ALUMINUM ROOF DOMES: 1/4" WHITE TRANSLUCENT ACRYLIC' BARREL ROOF: 1/4" TWIN WALL POLYCARBONATE RIDGE ROOF: ALUMINUM STANDING SEAM a-mail: staff@handi-~ulcom website: http://www.handi-hut.com ' F,ebruary, 2003 -un jl. LVV~ j:~~rlVl No. II) 4 U P. j SHELTER SPECIFICATIONS GENERAL DESCRIPTIONt The work specified Includes the dcsjgn, fabrication and delivery of bus stop shellcn; including frame, glazed wall panels, glazed domed roof and benches if required. ( j DESIGN REQUIREMENfS: Each shelter shall Consist of a struttural aluminum frame with glazed rear, side wallIS. windscreen if requited and glazed domed roof. The walls shalt be glaa:ed full helgllt with 10" ventilation Space at bottom. .Benches shall be furnished as indicated. The sheller shall be fabricated in the minimum number of par1S or scclions which can be transponed tl' each site in their preglazcd sections. Fabrication methods shall provide for case in erection. The frame shall be designed to be stable with or without wall gtazing and plastic roof domes. The shelter, including connections, com- ~onenls and anchorage, shall be tamperproof. The shelter, including the,structural frame, glazing and roof domes, shall be capable of withstanding a windload of 75 MPH. The roof including the dome shaH be capable of supporting a uniformly distribulcd load of 40 pounds per squarc foot or a sc]parate concentrated load of 200 pounds plaecd at any location on the roof Dr fascia without permanent' deformation. ' ALUMINUM: All structural and framing members including the fascia shall be extruded aluminum of 6063-TS2 alloy not less than 118 inch in thickness. , GLAZING: All wall and roof gIaz;ing sball be 114 inch thick. Wall panels .hall be tempcfCd glass, acrylic or coated polyearbonate (as specified). Roof domes $ball be thermo formed white translucent acrylic, 1/4 inch thick. Barrel roof shall be glazed with twin~ wall polycarbonnte. Oasketing around windows and domes shall be extruded ,PVC dry set splines, which shall be black ill1 color. Hot or cold poured sealants will not be permitted. SHELTER. CONSTRl1C11oN: Maximum horizontal Span of any panel shall not exceed 27". AU walt panels shaR be factory glazed into aluminum sub-frames with minimum depth engagement of 3/4", Panel sub-frames shall be attached to vertical and horizontal structural mullions with 3/16" diameter rivets 00 approxi~lcly 13" centers. Each shelter shall be suppQrted by fOur vertical 2 112"x2 112" aluminum tube COrner mullions anchored at base and supporting the roof, rear wall and side walls. Intermediate vertical mullions shall be 2 l/T.xlln.... aluminum tubing. Mullion connectiOns shall be by means of extruded aluminum "U" channels 2 1/4"x2 1/4" or 1 1I4"x2 1/4" with tapered edges. I All wall sections shall have structural horizontal members along top and bottom edges. Horizontal and vertical mull:ioll5 shall be facto- ry attached ditedly to each other. The fasteners shall be completely hidden when shelter Is field installed. The tinalassembly shall provide a clean, neat, unobtrusive and tampcrproof structure free of sharp or irregular edges or cQrners. Anchor flanges shall be aluminum with minimum height of 5" to provide up to 3" venical adjustment fol' possible unlcvcJ site condi- tions. All mounting hardware shall be factol)' supplied. Roof shall be completely factory assembled if roof is no larger than lS'long by 7'-6" deep. Roof domes shall be factory glazed I 1/4"dcep. all around. Roof fascia shall be 1/S" extruded aluminum 6" high. Fascia shall incorporate an integral guller with 518" " 1 J/4" weep holes in back of sholter for drainagc. ' Roof fascia shall have ooth Comer lceys and al ignment plates secured with 3] t 6" diameter rivets. Under no clreumsti~nces' will COrncr keys be dependent upon mere pressure fit. Each comer key Shall be secured with 8 total of six rivets, three on each f;lce. through both the: rO()f fascia and comer key. Rivet shall match the finish of roof fascia The roof fascia extrusion shall have an inside lip facing downward which shall overlap the inside surface of the wallllSllCmbly. This Up shall have factory ddl1ed clearance holes for factory supplied 3116" diameter rivets on 20" centers. Through these holes. holes shall be chased into the top horizontal wall mullion in the field, then the roof assembly secured 10 the wall assembly with the factory supplied rivets. Any subsequent upward windload force under the roof shall be resisted by shear strength of the rivets. The J'O(,f assembly shall not be fastened down to the top of the wall $CCtions with sheet metal screws Whereby any upward force is resisted b)' the screw threads in tension. FINISH: All aluminum compQnenlS shall be either one of the following finishes, depending which is specified: aear anodize AMM10C22A21204RI Dark brOll2e 313AMMlOC22A44 hard coal anodic film Painted finish BENCHlBACKREsn If benchlbackrcst js specified, materials shall be extruded aluminum consisting of two contoured sections for )bench and one section for bnckrest. Included shall be aluminum brack.ets and hardware, Benchlbac:krest shall be supp-orlcd along inside for shelter rear wall. '-. WAR.RANTY: Shellers shull be gUllranteed a~inst any defects in material and/or workmanship for one full year from time \)f delivery. HANnI-BUI' INC. 3 GRUNWALD STREET, CUFTON, NEW JERSEY 07013 CITY E~ "" ...... ~'c COPlf r~' Page 1 / 1 CITY OF ASHLAND 20 E MAIN ST. ASHLAND, OR 97520 (541) 488-5300 06510 l VENDOR: 010533 HANOI HUT INC THREE GRUNWALD STREET CLIFTON. NJ 07013 SHIP TO: Ashland Public Works (541) 488-5587 51 WINBURN WAY ASHLAND. OR 97520 FOB Point: Terms: Net Req. Del. Date: Speclallnst: Req. No.: Dept.: PUBLIC WORKS Contact: Karl Johnson Confirming? No Ashland HiQh School Bus Shelter Relocation/Construction 31,500.00 ContinQency 5% BILL TO: Account Payable 20 EAST MAIN ST 541-552-2028 ASHLAND, OR 97520 SUBTOTAL TAX F~REIGHT TOTAL 31 I'L/". / ,G?:;< -4-. -. 62~ . ~/OJ-- rlzed Signature VENDOR COpy I~ U; @ LE fi \1J LE ~ ~ \ ~ DEe 1 5 L005 ~J\ &\ ~ 1 CITY Of (!j~' - AS H LA'" D REQUISITION No. PW - FY 2006 Department Public Works/Engineerlng Vendor Handi-Hut 3 Grunwald Street Clifton, NJ 07013 Account No. 260.08.35.00.704200 Date December 5, 2005 Requested Delivery Date ASAP Deliver To Karl Johnson Via (' Note: Please allow approximately two(2) weeks for delivery on items nct generally caried in stored, and approximately two (2) months on printing jobs.) I I Item No. Quantity Unit Description Use of Purchasing O:ffice Only Unit Price Total Price PO No. Ashland High School Bus Shelter $ 30,000.00 Relocation/Construction Contingency 5% $ 1,500.00 TOTAL $ 31,500.00 for Karl: - BID /RFP / EXEMPT: EXEMPT Contract Start Date: October 31, 2005 Contract Completion Date: June 1, 2006 Insurance on file: YES I NO Project No: 05-27 I Job No. Unit No. I hereby certifY that the above items are necessary for the operation of this department and are budgeted ~~9.?- ]"uo y .. 1/1trrlii tz/~1~j' ,/ Department Head or Authorized Person ;t/a5 ate Received By r., - Bus shelters - Exem^t P From: To: Date: Subject: Dawn Lamb Lee Tuneberg; Veronica Ward 12/16/200512:21:47 PM Bus shelters - Exempt Handi Hut is the only supplier of the bus shelters that match the other bus shelters along Sis~:iyou Boulevard. There is no other supplier that is RVTD and City of Ashland approved at this time. : ) CITY OF ASHILAND Memo DATE: TO: FROM: RE: December 12, 2005 Lee Tuneberg Karl Johnson 05-27 Ashland High School Bus Shelter Installation The City of Ashland would like to begin work on a project of installing bus shelters at Ashland High School on Siskiyou Blvd. We would like to have a shelter on each side of Siskiyou at tht:: existing bus stops at the intersection of Siskiyou and Beach/Morse. The Siskiyou Blvd project put in shelters at almost all of the other major stops on Siskiyou, but these two were left out. I have met R VTD to look at the areas and to discuss ifRVTD would be willing to work together with the City on the project. We have an agreement with RVTD for the City to purchase the shelters and trash cans and RVTD supplying the concrete work that is necessary. The City is looking at getting shelters that would match the other shelters on Siskiyou, which are somewhat expensive. The City would work together with RVTD to get the shelters installed as well. PUBLIC WORKSlENGINEERING DIY. 20 East Main Street Ashland, Oregon 97520 www.ashland.or.us Tel: 541-488-5347 Fax: 541488-6006 TTY: 800-735-2900 ~.t~