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HomeMy WebLinkAboutscan-11Carousel TM Table 4 seat casual neignt, backless grid seals, Catena 30ir dla tabletop Date: 9/12/2018 Product Drawing wvw,landscapeforrr}s.com Ph. 8CC.521.25,i6 *UNIT MUST BE SURFACE MOUNTED* [2279] 89 3/4" [ li [261 101/ [498] [762] 19 1 /2" 0 30" CATENA POWDER COATED STEEL CATENA STAINLESS STEEL OPTIONAL UMBRELLA HOLE [451 ] 17 3/4" [1527] 60 1 /4" Drawric)C RGO ;. i are nes i',i CAROUSEL TABLE NITS Single sheave truck, cast aluminum revolving, non -fouling, internal halyard truck 1/8" x 7xl9 Mil-C-5424 Stainless steel aircraft cable Standard flag 6' x 10' Neoprene coated 2" di; steel counterweight Nylon beaded retainer Gearless, self locking direct drive winch with six tumt cylinder lock Aluminum flash collar 3000 PSI concrete Hardwood wedge! (supplied by other Dry sand tightly tamped after aligning pole Foundation sleeve -16 g hot dip galvanized st, Steel centering wedges 1/4" Steel base Ip ate 114" Steel support plate welded to oroundin FLAG POLE NITS Model ECSA351H 100 grit polish M0 c 0 u_ TABS WITH 07/16" HOLES FOR ANCHORING. HARDWARE NOT INCLUDED. Jkl �r JflA L ��I>VC IN' r1 (tee, �� �IAHDHPl 1 - i,+ > I'P11 CI i rCH1 4l'v?� N'C. J f [� IS r P F. TO D N P OFESON41 SPEC R'' _— dDor'AYr F S 6ti '0 Imo'" AND e .�P4 ,� c y,Tr O Br COPr C OR. DISC -JSED TO O HER, . THOU, I ," islHP1-SCAPEF0FI,S tiC. Htl n-h'.SRC4r Revolving non -fouling internal halyard ffl truck, cast aluminum body, 26 60 stainless steel ball bearings, and 2-1/2" diameter plated .c steel sheave. o� c O Winch Detail All shafts with overall length of more than 38'-6" are shipped in " two sections. Each section matched marked for field assembly. Exposed portion of jam sleeve must be well 6" lubricated prior to assembly. 12 1-1/2" maximum shop gap allowed for field fitting (ram for tight joint) Length Possible Sidewalk Har II I 11---- if ----- liI I II it i! I - it Width (varies) #4 C 12" C-C PLAN 15' DIAMETER GAL, iTEEL MID -RAIL - PAINT -� 1.5" DIAMETER GAl :TEFL HANDRAIL - PAINT -� 5max. spacing .�-- spacing 11" z 3'-0" 1" Preformed Expansion Joint 2'-0" �1 x #4 @ 18" C-C -►i 12" 1-3" 8" min. �- #4 @ 12" C-C SECTION A -A Possible Sidewalk 1.5" DIAMETER GALV. STEEL POST - PAINT V-1 �1"Preformed Expansion Joint #4 @ 18" C-C TYPE A CONCRETE STEPS WITH HANDRAIL NTS See Figure 7010.101, Detail C Roadway Pavement DETAIL 1 See Figure 7010.101, Detail E -0 Sidewalk Rise 1O Tread 2 x y z 2 6" 12" 3 5" 15" 4 4" 16" z -- ►i 1y O 1 �- 3" radius 4" min. Y2" Expansion Joint 1 - O 5, Sidewalk 4" min. S Roadway Pavement 3 DETAIL 2 1" Radius 0 6" Sidewalk Adjacent Pavement Sealed'E'Joint 12" 18" DETAIL 3 4" min. Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. CMinimum riser height is 4 inches. Maximum riser height is 7 inches. OMinimum tread depth is 11 inches. 3C Match existing sidewalk width. 4C Construct cross slope of landing to match adjacent sidewalk. OSlope tread 1 % minimum to 2% maximum in any direction. IJUMt I `1 IL; For new sidewalk with new curb and gutter, comply with Detail 1 or Detail 2. Comply with Detail 3 for new sidewalk adjacent to existing pavement or when specified in the contract documents. CTarget cross slope of 1.5% with a maximum cross slope of 2.0%. THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, INC. AND MAY NOT BE USED, COPIED OR DUPLICATED WITHOUT PRIOR WRITTEN CONSENT. PROJECT CITY OF WATERLOO SULLIVAN BROTHERS PLAZA RENOVATION WATERLOO IOWA REVISION SCHEDULE DATE DESCRIPTION BY PROJECT NO. 21-25083 FILE NAME 25083 CO -DETAILS DRAWN BY TJB / PRA DESIGNED BY NSG / TJB / PRA REVIEWED BY NSG / TGV ORIGINAL ISSUE DATE 08/10/21 CLIENT PROJECT NO TITLE SITE DETAILS THICKENED SIDEWALK EDGE NITS SHEET CO-36