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HomeMy WebLinkAbout002 AS103 Site DetailsPREPARED FOR: GALLATIN MALL GROUP, LLC.PROJECT NUMBER: 2126PROJECT ARCHITECT: JEFF KANNING C O L L A B O R A T I V ED E S I G N A R C H I T E C T SISSUE DATES:GALLATIN CROSSING 2825 WEST MAIN STREET, BOZEMAN, MT 59718 - - - -GALLATIN CROSSINGAS103 SITE DETAILS MASTER SITE PLAN RESUBMITTAL 2280 GRANT ROAD, SUITE C BILLINGS, MT 59102 406.248.3443www.cd-mt.com- 5/19/2023 - MASTER SITE PLAN RESUBMITTAL COPYRIGHT C 2023 40 2825 WEST MAIN STREET, BOZEMAN, MT 59718THESE DOCUMENTS, IN PART OR IN WHOLE, AND THEDESIGN THEY REPRESENT ARE THE SOLE PROPERTY OF COLLABORATIVE DESIGN ARCHITECTS. THESEDOCUMENTS ARE INTENDED FOR THE PROJECT ON THE SITE INDICATED. ANY USE, REPRODUCTION,MODIFICATION OR ADAPTATION WITHOUT THE EXPRESS WRITTEN CONSENT OF COLLABORATIVE DESIGNARCHITECTS IS STRICTLY PROHIBITED. THIS NEEDS TO BE PRINTED RED TO INDICATE OFFICIAL CONSTRUCTION DOCUMENTS. CL 12'-0"1'-0"22'-0"28'-0"CL CL CL CL CL 1'-6"7'-0"1'-6" EQUAL EQUAL 2'-3"6 1/2"9'-2"2'-8"1'-4"1'-4"1'-4"1'-4"1'-0"2'-0"1'-4"1'-4"1'-4"1'-4"1'-8"3'-2" 1'-6"7'-0"1'-6"2'-8"10'-0" 4" x 24" x 6-1/2" MELVILLE CURB INSTALL WEED BARRIER, SOIL AND VINES *SEE CIVIL DRAWINGS FOR DRIP LINES 1-1/2" x 1-1/2" TUBE STEEL FRAME 1" TUBE STEEL FRAME 4" x 24" x 6-1/2" MELVILLE CURB LANDSCAPE BLOCKS 8" CONCRETE SONOTUBE 10'-0"12'-0" 11'-8"5'-6"6'-0"10'-0"CONCRETE PAD SWING GATE PIPE BOLLARDS PIPE BOLLARDPIPE BOLLARD 6" x 6" TUBE STEEL COLUMN CONCRETE PAD 6" x 6" TUBE STEEL COLUMN W/STEEL BRACKETS DUMPSTER (8 CF SHOWN)SLOPE℄ 7AS103 ℄ 10 AS103 9 AS1036'-8"DOWEL SET IN GROUTED CELL & EPOXIED INTO CAP DRIP EDGE STL MTL TO SUPPORT FLASHING 8"x8"x16" KANTA BLOCK - 8 COURSES NATURAL SPLIT FACE CMU (2) #4 BARS, CONTINUOUS @ TOP, MIDDLE & BOTTOM #5 VERT. @ 48" O.C. (24" MIN. OVERLAP WITH DOWELS W/ STP HOOK FINISH GRADE @ PAVING, SEE SITE PLAN 3x6 P.T. BUMPER RAIL W/ 1/2" EXPANSION ANCHORS @ 48" O.C. COUNTERSUNK. MOUNT AT 40" AFF ALL SIDES OF ENCLOSURE 4" REINFORCED CONCRETE SLAB & FOOTING PER STRUCTURAL BUILDING FOUNDATION 4" HIGH CONCRETE CAP W/ CHAMFERED TOP EDGES AND SLOPE 2% MIN. TO THE INSIDE 8"x8"x16" KANTA BLOCK - BOTTOM COURSE NATURAL SMOOTH CMU 8"x8"x16" KANTA BLOCK - TOP COURSE NATURAL SMOOTH CMU 2% MIN CL 12'-0"1'-0"22'-0"28'-0"CONCRETE CAP 12" x 24" TILE OVER 8" CMU CORE GC SIGNAGE LIGHTED - SEE ELECTRICAL DRAWINGS BREAKSHAPE METAL PANEL SYSTEM EXTERIOR DOWNLIGHT - SEE ELECTRICAL DRAWINGS 1'-0"8'-0"2'-0"1'-0"7'-0"2'-0" 8" CMU 12" METAL STUD - SEE STRUCTURAL PLYWOOD T-1 BREAK SHAPE METAL PANEL SYSTEM 6'-8"10"8"6"x6"x.375 T.S. POSTS SET IN 18" DIA. X 36" H CONC. FOOTING 6" WELD-ON HINGES XPNT-1 FINISH ON 2 x 2 T.S. 2 - 1" DIAMETER STEEL GATE RETENTION PINS HELD IN SLEEVES ON EACH GATE PANEL. SLEEVE RECEIVING HOLD IN SLAB AT OPEN AND CLOSED POSITIONS. 2x2x1/8 T.S. FRAME W/ ROD AND TURN BUCKLE DIAGONAL BRACING MTS-3 (HORIZONTAL ORIENTATION) OVER BACKING AS REQUIRED W/ J-BEND TRIM ALL AROUND EDGES 8"x8"x16" SPLIT FACE CMU - NATURAL COLOR MATCHED SLOPED CONCRETE CAP 1/2" CORRUGATED METAL PANEL SYSTEM- BRIDGER STEEL - BURNISHED SLATE 8"x8"x16" SMOOTH CMU - NATURAL 8"x8"x16" SMOOTH CMU - NATURAL TUBE STEEL 2 x 10 PAINT XPNT-1 6'-8"3'-4"10"10'-0"1/8" PER FOOT SLOPE TUBE STEEL 2 x 10 PAINT XPNT-1 TPO ROOFING SYSTEM RECOVERY BOARD STEEL DECK PAINT XPNT-1 TUBE STEEL 2 x 8 PAINT XPNT-1 COLOR MATCHED SLOPED CONCRETE CAP TUBE STEEL 6 x 6 PAINT XPNT-1 TUBE STEEL 6 x 6 PAINT XPNT-1 8"x8"x16" KANTA BLOCK - 8 COURSES NATURAL SPLIT FACE CMU 8"x8"x16" KANTA BLOCK - BOTTOM COURSE NATURAL SMOOTH CMU 8"x8"x16" KANTA BLOCK - BOTTOM COURSE NATURAL SMOOTH CMU 1 AS103 TRELLIS DETAIL 1/2" = 1'-0" 8 AS103 TRASH ENCLOSURE ELEVATION 1/2" = 1'-0" 7 AS103 TRASH ENCLOSURE DETAIL 3/4" = 1'-0" 4 AS103 WEST ENTRY SIGN 1/4" = 1'-0" 3 AS103 ENTRY SIGNAGE PLAN 1/4" = 1'-0" 10 AS103 TRASH ENCLOSURE ELEVATION 1/2" = 1'-0" 11 AS103 TRASH ENCLOSURE RENDERING6 AS103 ENTRY SIGNAGE RENDERING 5 AS103 EAST ENTRY SIGN 1/4" = 1'-0" 9 AS103 TRASH ENCLOSURE ELEVATION 1/2" = 1'-0" 2 AS103 TRELLIS RENDERING