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HomeMy WebLinkAbout020 Site DetailsSECTION B-B(12) #5 FULL-HT. DOWELS, EQUALLY SPACED AT PERIMETER OF PIER#4 HOOPS @ 9" O.C. (PROVIDE (2) ADDITIONAL HOOPS AT T.O.P. FOR 4-TOTAL HOOPS AT ANCHOR BOLT CONFINEMENT ZONE)PROVIDE 1" CHAMFER AT ALL EXPOSED CONCRETE EDGESELECTRICAL CONDUIT/GROUND WIRE/GROUNDING LUG, COORDINATE WITH ELECTRICAL AND MANUFACTURER REQUIREMENTSNON-SHRINK GROUT18" DIA. SONO-TUBE -FORMED REINFORCED CONCRETE PIERA A3/4" DIA. X 20" ANCHOR RODS AND SETTING TEMPLATE SUPPLIED BY MANUFACTURER3" ANCHOR ROD PROJECTIONSTRUCTURAL FILL COMPACTED TO 90% OF ASTM D-6984" MIN. OF 1" (-) COMPACTED AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADESECTION A-AREINFORCED CONCRETE PIER PER SECTION B-BNOTES:1. PROVIDE GRADE 60 REINFORCING STEEL AND 4,500 PSI CONCRETE.2. ALLOW 2" MIN. SIDE COVER, AND 3" MIN. BOTTOM COVER.3. REFER TO STRUCTURAL CALCULATIONS FOR ADDITIONAL DETAIL REQUIREMENTS.4. COORDINATE WITH ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS.LIGHT POLE BASE ANCHOR RODS SUPPLIED BY OTHERSB B16" LAPANCHOR ROD SETTING DIAMETER AND LOCATION SPECIFICATION BY OTHERSFINISH GRADEHAND HOLE COVERPROVIDE IN-LINE FUSE WITH INSULATED FUSE HOLDER HERE#6 .75" CONDUIT8' X .75" COPER WELD GROUND RODLIGHT POLE BASE BY OTHERSSEE ELECTRICAL DRAWINGS FOR POLE & LIGHT FIXTURE SPECIFICATIONSINTERIOR PAINTED WITH RUST INHIBITIVE PRIMER6'-0".VRFY.VERIFY30" TYP. (10" AT SIDEWALK OR LANDSCAPE EXCEPT WITHIN 5FT FROM BACK OF CURB)1'-6" @ SEAT WALL3'-6" @ BBQ SCREEN WALLPRECAST CONCRETE CAP, SLOPE TO DRAINBRICK VENEER TO MATCH BRICK 1 -IRONSTONE8X8X16 REINFORCED CMU, SEE STRUCT.REINFORCED CONC. FOUNDATION, SEE STRUCT.BACKER ROD AND SEALANTDRIP EDGE12 GA. WIRE ANCHOR @ 24" O.C.1'-7"1" AIR GAPPREFINISHED METAL FLASHING, BED IN SEALANTWEEPS @ 24" O.C.TERMINATION BARLIGHT FIXTURE, NOTCH CMU & MASONRY AS REQUIRED -SEE ELECTRICAL3'-4"SLAB ON GRADE, REFER TO CIVIL FOR SLOPE3" PVC PIPE 4' O.C. FOR WATER DRAINAGEWELDED TO PIPE#4 X 12" LONG REBAR18 DIA. X 3'-0" DEEPCONC. PIER1/2" PREMOLDED EXPANSIONJOINT AT ALL CONCRETESLAB PENETRATIONS (TYP.)CONC. WASH(SMOOTH DOME TYPE)6" SCHEDULE 40 STEEL PIPEFILLED W/ CONC.,(PAINTED DARK BRONZE)3'-6"EQEQ3 1/2"PRECAST CONCRETE CAPBRICK VENEER TO MATCH STEEL CITY BLEND BRICK.8X8X16 REINFORCED CMU, SEE STRUCT.6X6 HSS TUBE STEEL ENCASED IN CMU, AND GROUT CELLS AT COLUMN LOCATIONS, SEE STRUCTURALEYE HOOK AS PER OWNERSTEEL CAP11'-0" 2'-0" 4"3/4"1/2"1/2"1/2"1/2"1 1/2" NON-SHRINK GROUTBASE PLATE AND ANCHOR BOLTS, SEE STRUCTURALMETAL MESH, BASIS OF DESIGN: BANKERWIRE S-121"x2" STEEL HORIZONTAL SUPPORTS1/2" STEEL PLATE BASE SECURED TO CAST ON SITE FOOTING BASE2"x2" STEEL POSTELECTRICAL METER BEYONDFRONT PANEL TO BE DETACHABLE FOR ACCESSFINISH ALL STEEL MEMBERS BLACK 5SP0942'-6" MIN.DETACHABLE ACCESS PANELFIXED PANELWIRE MESH PANELTHE GRAPHIC MATERIAL AND DESIGN ON THIS SHEET ARE INSTRUMENTS OF SERVICE AND REMAIN AT ALL TIMES THE PROPERTY OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. REPRODUCTION OR REUSE OF THE MATERIAL AND DESIGN CONTAINED HEREIN IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE RICHARDSON DESIGN PARTNERSHIP, L.L.C.©DRAWN BY:PROJECT #: CHECKED BY:OWNER:510 South 600 EastSalt Lake City, Utah 84102P: 801.355.6868F: 801.355.6880THERICHARDSONDESIGNPARTNERSHIP,L.L.C.THERICHARDSONDESIGNPARTNERSHIP,L.L.C. 2019 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVEDPROJECT:SHEET #DATEDESCRIPTION1735 SOUTH 19thAVENUE, STE BBOZEMAN, MONTANA 59718 6/1/2023 3:56:21 PMAutodesk Docs://22-103 TPS Bozeman/22-103 TPS Bozeman V22.rvtSP094SITE DETAILS22-103AuthorCheckerNORTHEAST CORNER OF N27TH AVE ANDHONOR LANE BOZEMAN, MTBZN HOTEL 1LLCTOWNEPLACE SUITESBOZEMAN WESTSCALE:3/4" = 1'-0"6LIGHT POLE FOUNDATION DETAILSCALE:3" = 1'-0"1SITE WALL - FRONT PATIOSCALE:3/4" = 1'-0"2BOLLARD DETAILSCALE:1 1/2" = 1'-0"3SCREEN WALL DETAILSCALE:3/4" = 1'-0"4ELECTRICAL SCREEN ELEVATIONSCALE:3" = 1'-0"5SCREEN SECTION06/09/23SITE PLAN