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HomeMy WebLinkAboutSP052 Site Details 2-17-21FIRE GLASS NON - COMBUSTABLE MATERIAL APPROVED BY OWNER METAL HOLDING TRAY FOR MATERIAL 8" x 8" x 16" CMU BRICK VENEER - MATCH BUILDING COMBUSTION UNIT TO CONNECT TO GAS LINE AS PER MANUF. SPECS. PROVIDE EMERGENCY GAS SHUT -OFF SWITCH. LOCATE IGNITION SWITCH PER OWNER'S INSTRUCTIONS PRECAST CONCRETE CAP DO NOT FILL SPACE VENT AS REQ'D FIRE PIT KIT 1'-0" 3' - 0 " 4" 2' - 8 " 6" x 8" x 16" CMU TO SUPPORT HOLDING TRAY SITE WALL -FRONT PATIO 1'-0" 13' - 0" 1'-0" 15' - 0" 5"x5" SIGN TO READ, "NOTICE DO NOT LEAVE CHILDREN UNATTENDED" TYP. OF (3) - DESIGNER TO REFER TO PROJECT MANUAL MASTER SECTION 10 14 00 FOR SIGNAGE INFORMATION FIRE PIT NOTES: GAS SHUTOFF LOCATION PER LOCAL CODE. ELECTRONIC IGNITION SWITCH 1 -HOUR TIMER, LOCATION PER LOCAL CODE. INSTALL PER MANUFACTURER'S SPECIFICATION. PROVIDE SIGNAGE PER PPM SECTION 10 -14 -00. FIRE PIT KIT 2 SP052 NOTE: UL APPROVED AUTOMATED OPERATION OF FIRE PIT IS REQUIRED. AN EMERGENCY SHUT -OFF BUTTON MUST BE HIGHLY VISIBLE. 1' - 6 " 2' - 6 " 1' - 0 " FRONT PATIO SITE WALL SECTION 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 EDGES ELECTRICAL CONDUIT/GROUND WIRE/GROUNDING LUG, COORDINATE WITH ELECTRICAL AND MANUFACTURER REQUIREMENTS NON-SHRINK GROUT 18" DIA. SONO-TUBE - FORMED REINFORCED CONCRETE PIER A A 3/4" DIA. X 20" ANCHOR RODS AND SETTING TEMPLATE SUPPLIED BY MANUFACTURER 3" ANCHOR ROD PROJECTION STRUCTURAL FILL COMPACTED TO 90% OF ASTM D-698 4" MIN. OF 1" (-) COMPACTED AGGREGATE BASE OVER COMPACTED NATIVE SUBGRADE SECTION A -A REINFORCED CONCRETE PIER PER SECTION B-B NOTES: 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 OTHERS B B 16" LAP ANCHOR ROD SETTING DIAMETER AND LOCATION SPECIFICATION BY OTHERS FINISH GRADE HAND HOLE COVER PROVIDE IN-LINE FUSE WITH INSULATED FUSE HOLDER HERE #6 .75" CONDUIT 8' X .75" COPER WELD GROUND ROD LIGHT POLE BASE BY OTHERS SEE ELECTRICAL DRAWINGS FOR POLE & LIGHT FIXTURE SPECIFICATIONS INTERIOR PAINTED WITH RUST INHIBITIVE PRIMER 6' - 0 " . 1 0 " VE R I F Y 4' - 3 7 / 8 " 1'-6" 4' - 0 3 / 8 " 3 1 / 2 " PRECAST CONCRETE CAP BRICK VENEER TO MATCH BUILDING 8X8X16 REINFORCED CMU, SEE STRUCT. REINFORCED CONC. FOUNDATION, SEE STRUCT. VARIES 1' - 7 7 / 8 " 1'-6" 1' - 4 3 / 8 " 3 1 / 2 " PRECAST CONCRETE CAP BRICK VENEER: MATCH BUILDING EXTERIOR (BK -1) 8X8X16 REINFORCED CMU, SEE STRUCT. REINFORCED CONC. FOUNDATION, SEE STRUCT. 3' - 7 7 / 8 " 1'-0" PRECAST CONCRETE CAP, APPROVED BY OWNER BRICK VENEER TO MATCH BUILDING (BK -1) 8X8X16 REINFORCED CMU, SEE STRUCT. 4" GRAVEL FOR DRAINAGE 1'-0" 6" - 8 " WATERPROOF MEMBRANE, B.O.D. HYDROTECH WATERPROOF MEMBRANE, B.O.D. HYDROTECH TERMINATION STRIP, TYP. SEALANT PER MANUFACTURER SURFACE MOUNTED STEEL BENCH, APPROVED BY OWNER 1" MESH, BASIS OF DESIGN: BANKERWIRE WD -030 1"x2" STEEL HORIZONTAL SUPPORTS 1/2" STEEL PLATE BASE SECURED TO CAST ON SITE FOOTING BASE 2"x2" STEEL POST ELECTRICAL METER BEYOND FRONT PANEL TO BE DETACHABLE FOR ACCESS FINISH ALL STEEL MEMEBERS BLACK TO MATCH BK -1 8 SP052 SIM DETACHABLE ACCESS PANEL FIXED PANEL WIRE MESH PANEL WELDED TO PIPE #4 X 12" LONG REBAR 18 DIA. X 3'-0" DEEP CONC. PIER 1/2" PREMOLDED EXPANSION JOINT AT ALL CONCRETE SLAB PENETRATIONS (TYP.) CONC. WASH (SMOOTH DOME TYPE) 6" SCHEDULE 40 STEEL PIPE FILLED W/ CONC., (PAINTED DARK BRONZE) 3' - 6 " THE 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. © DR A W N B Y : PR O J E C T # : CH E C K E D B Y : OWNER: 510 South 600 East Salt Lake City, Utah 84102 P: 801.355.6868 F: 801.355.6880 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. 2019 THE RICHARDSON DESIGN PARTNERSHIP, L.L.C. ALL RIGHTS RESERVED PROJECT: SHEET # DATE DESCRIPTION 12/6/19 CITY DESIGN SUB. 11/10/20 CITY RESPONSE 12 / 1 8 / 2 0 2 0 1 0 : 4 5 : 2 7 A M C: \ U s e r s \ d b a r t o n \ D o c u m e n t s \ C o u r t y a r d B o z e m a n ( v 2 0 ) _ d ba r t o n @ t r d p . c o m . r v t SP 0 5 2 SI T E D E T A I L S 18 -16 3 . 0 1 Au t h o r Ch e c k e r 21 6 8 B O O T H I L L C O U R T BO Z E M A N , M T 5 9 7 1 5 BO Z E M A N CO U R T Y A R D HO T E L L L C SI T E S U B M I T T A L CO U R T Y A R D H O T E L B Y MA R R I O T T 1" = 1'-0" SP052 FIRE PIT SECTION 2 1" = 1'-0" SP052 FIREPIT PLAN 1 3/4" = 1'-0" SP052 LIGHT POLE FOUNDATION DETAIL 5 1 1/2" = 1'-0" SP052 SITE WALL - FRONT PATIO 4 1 1/2" = 1'-0" SP052 SITE WALL - LOW 3 3/4" = 1'-0" SP052 PLANTER WITH BENCH 6 3/4" = 1'-0" SP052 ELECTRICAL SCRREN ELEVATION 7 3" = 1'-0" SP052 ELECTRICAL SCRREN ELEVATION 8 3/4" = 1'-0" SP052 BOLLARD DETAIL 9 3" = 1'-0" SP052 DOGIPOT CONCEPT 10 1 1/2" = 1'-0" SP052 BENCH CONCEPT 11 1'-6" " 1" MESH, BASIS OF DESIGN: BANKERWIRE WD -030 1"x2" STEEL HORIZONTAL SUPPORTS 1/2" STEEL PLATE BASE SECURED TO CAST ON SITE FOOTING BASE 2"x2" STEEL POST ELECTRICAL METER BEYOND FRONT PANEL TO BE DETACHABLE FOR ACCESS FINISH ALL STEEL MEMEBERS BLACK TO MATCH BK -1 13 A052 SIM 2'-6" MIN. CITY RESPONSE02/17/21