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HomeMy WebLinkAboutB15-0253_S3.0_1438199520.pdf(2) #4 CONTINUOUS TOP BARS #4 BOTTOM BAR #4 DOWELS @12" OC 4" SIMPSON SET XP 1'-0" MAX S3.0 8 SEE SKATEPARK DRAWINGS 4'-0" MIN 4'-0" MIN NEW SKATE RAMP SEE SKATE PARK DRAWINGS (E) PRECAST PANEL (E) CONCRETE COLUMN (E) SLAB (E) FOOTING NOTE: IF 4'-0" MIN DIMENSIONS ARE NOT MET CONTACT STRUCTURAL ENGINEER FOR FOOTING FROST PROTECTION. C 2'-1" MIN (E) PRECAST (E) COLUMN (E) FOOTING 4" MIN SIMPSON SET XP (TYP) #4 DOWELS @ 12" OC #4 @ 12" OC EACH WAY NEW 10" CONCRETE WALL (E) 10" PRECAST WALL RE: SKATE PARK DRAWINGS. NO RAILING AT SIM S3.0 19 (E) PRECAST PANEL (E) PRECAST SPANDREL PANEL #4 DOWELS. EMBED 4" MIN WITH SIMPSON SET XP. MATCH SPACING OF HORIZ REINF 18 S3.0 EXISTING GRADE (E) PRECAST PANEL S3.0 20 MATCH BOT OF EXISTING FOOTING STEP FOOTING AS REQD TO MAINTAIN 4'-0" COVER TO B/FOOTING 2'-8" MIN #4x TO MATCH HORIZ REINF 3'-0" 3'-0" T/WALL = SEE PLAN S3.0 8 SIM JAKOB WEBNET 1.5MM Ø W=70MM WEBNET CLIP IN WEBNET C RAIL W/ WELDED FLANGE (SEE PRODUCT DETAILS FOR DIMENSIONS) (2) 3/16" Ø x 1 3/4" STAINLESS STEEL HILTI KWIK-CON II CONCRETE SCREWS @ EACH CONNECTION SPACED PER SUPPLIERS RECOMMENDATION 5" 5" 1/4 1/2" NONSHRINK GROUT PL3/8x9" (HDG) W/ (4) 3/8" Ø THREADED RODS (HDG) @ 5" GA EMBED 5" WITH SIMPSON SET-XP GUARD RAIL POST SEE SKATE PARK DRAWINGS 1/2" 2". 5" 2" SEE SKATE PARK PLANS 1'-6 WIDE (MIN) FREE DRAINING GRAVEL 2"Ø WEEPS @ 10'-0 OC (MAX) WITH GALV SCREEN BEHIND BEAR FOOTING ON PREPARED APPROVED SUBGRADE #5@12" OC #5@9" OC #5@9" OC #5@18" OC 1'-0" 3'-6" 8" 1'-6" (3) #5 CONT 8" 3" 4'-6" OR CONT 1 1/2" KEY 2" CLR 5'-0" MAX 4'-0" MIN #5@9" OC GEOFOAM SEE SKATEPARK DRAWINGS (E) PRECAST RAMP. ELEVATION VARIES (2) #4 CONTINUOUS TOP BARS. SPLICE 2'-8" MIN AS REQUIRED #4 @12 " OC (MIN 2). SPLICE 2'-8" MIN AS REQUIRED #4 DOWELS @12" OC 4" SIMPSON SET XP 3''-0" MAX 1'-0" MAX GEOFOAM SEE SKATEPARK DRAWINGS S3.0 8 1 1 WALL DWLS LTS T/FTG SEE PLAN MATCH SIZE AND NUMBER OF FTG LONG BARS 2'-6" MAX T (1'-0" MIN) T 1:1 SLOPE SEE PLAN SIMPSON SET XP 4" (E) SOG #4xCONT #4x AT 12" OC 3'-0" SEE SKATEPARK DRAWINGS SEE SKATEPARK DRAWINGS FOR CONCRETE FLATWORK SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS MM JOB #: M15.0024.S.01 PRINCIPAL/EOR: JMM PROJECT MANAGER: SM/KH DESIGNERS: KH DATE PRINTED: FILE PATH: CONSULTANT LOGO SEAL 7/17/2015 11:25:52 AM C:\Proj\15.0024-LH SkatePark-RS15_kevinh.rvt S3.0 LIONSHEAD PARKING GARAGE SKATEPARK CONCRETE DETAILS 350 SOUTH FRONTAGE ROAD WEST, VAIL, COLORADO VAIL LIONSHEAD FIL 1 BLOCK 2 LOT 1 M15.0024.S.01 07/17/2015 Enter EOR's Initials Here 1 1/2" = 1'-0" 4 BUILT UP CONCRETE WALL 3/4" = 1'-0" 7 EXISTING FOOTING FROST PROTECTION 3/4" = 1'-0" 6 NEW BEAM AT EXISTING STAIRS 1/2" = 1'-0" 9 INFILL UNDER RAMP 1 1/2" = 1'-0" 11 WEBNET CONNECTION UNDER STRUCTURE 3" = 1'-0" 8 TYP WEBNET CONNECTION 1 1/2" = 1'-0" 19 GUARDRAIL CONNECTION TO STRUCTURE 3/4" = 1'-0" 18 CANTILEVER RETAINING WALL 1 1/2" = 1'-0" 16 BUILT UP TALL CONCRETE WALL NO. ISSUE DATE PERMIT SET 07/17/2015 NO SCALE 20 TYP SINGLE STEP AT WALL FOOTING NO SCALE 12 SOG AT TOP OF SPANDREL 07/29/15