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HomeMy WebLinkAbout060_AS050_ArchitecturalSitePlanG U A R D S H A C K 6'-0"x8'-0" ENTRANCE GATE EXITGATE 11'-31_8"NEX NATURALNEX BLACKNEX GRAYNEX WEATHEREDT-LINEWEATHEREDT-LINE (BARKWOOD,BIRCHWOOD,CHARCOAL,HICKORY,BROWN,PEWTER,SHAKEWOOD,SLATE)MALARKEY RIDGETIMBERTEX RIDGECERTAINTEED (WEATHERED w/ RIDGE), STARTER, MISC SINGLE PALLET ROOFINGT-LINEWEATHERED2 3 WILL C ALL PARKIN G 5 614WILL C ALL O R D E R S 1 & 4 WRA PPE D B ULK OVERSTO CK (125'x16') W R APPED BULK OVERSTOCK (75'x16') WRAPPE D B ULK O VERSTO CK (75'x16') P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P FLP FLPFLP 456714691.95FO 456724691.02FO FO1 456734690.75FO1 456744690.03FO1 456764690.24FO 456774689.84FO 456784689.98FO 456694692.04FOP456684692.04PBX 456704691.80PBX 456754690.60PBX 455294682.59INV /1.0 CORIGATED PLASTIC E 455304684.06INV /1.0 CORIGATED PLASTIC W WITH CON FLARE 455684677.20INV /2.5 CORIGATED PLASTIC SE 456634689.50INV /1.0 CORIGATED PLASTIC E S S S S S 801524677.71TRL1 BRUSH 801534677.45TRL1 801544677.18TRL1 801554677.50TRL1 801564676.77TRL1801574676.90TRL1 801584677.14TRL1 CLS 801744676.50TRL2 BRUSH 801754676.75TRL2 801764676.42TRL2 801774676.18TRL2 801784676.12TRL2801794676.15TRL2 801804676.25TRL2 801814676.58TRL2 CLS 802954667.38TRL3 BRUSH 802964667.23TRL3 803084667.54TRL3 803094667.67TRL3 803104667.90TRL3 803114667.75TRL3 803134667.59TRL3803144667.34TRL3 TOP3 ROCK PILE RAILROAD DEBRIS PILE EJB EJB EJBFO CO EJB EJB EJB EJB EJB RD CO RD RD RD RD RD RD RD RD RDRD RD RD RDRD RD RD RD RD RD RD RD RDRD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD FDC FDC FDC FDCRDRDB OL B OL B OL B OL B OL B OL B OL B OL B OL B OL B OL B OL B OL B OL CO CO CO CO CO CO GENERAL SHEET NOTES A. PROVIDE FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS AS SHOWN / SPECIFIED. COORDINATE FINAL LOCATIONS WITH FIRE MARSHALL. B. SEE A020 FOR ALL PARTITION AND WALL ASSEMBLY TYPES. ALL FRAMING AND FINISHES OF INTERIOR WALLS TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS NOTED OTHERWISE. ALL INTERIOR WALLS TO BE TYPE IWX-X, UNLESS NOTED OTHERWISE. C. SEE A001 AND A002 FOR DETAILED INFORMATION ON DIMENSIONING D. DASHED BOXES AND CIRCLES SHOW CLEAR FLOOR AREA. DASHED AREAS ARE FOR REFERENCE AND NOT ALL ARE SHOWN E. CONTRACTOR TO COORDINATE ADDITIONAL FRAMING WITH EXTERIOR CLADDING ATTACHMENTS AND FASTENERS F. FOR DOOR OPENING DIMENSIONS SEE DOOR SCHEDULE ON A600 G. SEE A610 FOR FINISH SCHEDULE H. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECT UTILITIES FROM ROUGH INS TO BUILDING I. SLOPE GRADE 5% MINIMUM FROM FOUNDATION WALLS, TYP. J. SEE GEOTECH REPORT FOR SOIL ANALYSIS, BUILDING, AND DRIVEWAY REQUIRMENTS. K. TOPOS SHOWN AS DESIGN INTENT ONLY. TOPOS SHOULD BE REVIEWED BY A LICENSED CIVIL ENGINEER. L. YARD GRADING SHALL DRAIN TO STREET, ALLEY AND/OR REAR YARD PROPERTY LINE, MINIMIZE DRAINAGE OF WATER ONTO ADJACENT PROPERTY M. LOT DRAINAGE WILL COMPLY WITH THE NATURAL DRAINAGE PATTERNS THAT EXISTED PRIOR TO ANY EXCAVATION. DRAINAGE ACROSS PROPERTY LINES WILL NOT EXCEED WHAT EXISTED PRIOR TO GRADING. N. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN APPROVED FACILITY. O. STORMWATER RUNOFF RESULTING FROM THE CREATION OF IMPERVIOUS SURFACES SHOULD BE KEPT ON SITE. P. CONTRACTOR IS RESPONSIBLE FOR BUILDING STAKING. Q. CONTRACTOR TO COORDINATE EXTERIOR STEPS WITH NEW GRADE. R. LANDSCAPING NOTES A. SEE LANDSCAPING PLANS PROVIDED BY CIVIL B. IRRIGATION NOTES A. SEE IRRIGATION PLANS PROVIDED BY CIVIL SITE PLAN LEGEND PROPERTY LINE ASPHALT - REF CIVIL CONCRETE PAVING - REF CIVIL RAILROAD FORM AND INTENSITY STANDARDS TABLE 38.320.050 FOR M-2 ZONING • MINIMUM LOT AREA (SQFT) = N/A • MINIMUM LOT WIDTH (FT) = 100 • MAXIMUM LOT COVERAGE = 100% • MINIMUM F.A.R. = N/A • MINIMUM BUILDING HEIGHT (FT)= N/A • MAXIMUM BUILDING HEIGHT (FT)= 50 • SETBACKS (FT) 1. REAR = 3 2. SIDE= 3 3. ALLEY ADJACENT= 5 4. FRONT ('OTHER')= 10 ACTUAL LOT COVERAGE= 14.5% MAX BUILDING HEIGHT= 32' - 6" TRUSS MANUFACTURING RETAIL / OFFICE DRIVE-THRU BUILDING SHEETROCK WAREHOUSE PRODUCT RACKING P R O D U C T R A C KIN G P R O D U C T R A C KIN G P R O D U C T R A C KIN G PRODUCT RACKING W H E A T D RIV E PROPERTY LINE P R O P E R T Y LIN EPROPERTY LINEP R O P E R T Y LIN E PROPERTY LINEEXISTING CELL TOWER SITE EXISTING RAILROAD RAIL SPUR F R O N T A G E R O A D E XIS TIN G E X T E N T S O F W H E E T D RIV E NEW PAVING NEW PAVING NEW PAVING NEW PAVING NEW PAVING TRUSS MANUFACTURING RETAIL / OFFICE DRIVE-THRU BUILDING SHEETROCK WAREHOUSE PRODUCT RACKING P R O D U C T R A C KIN G P R O D U C T R A C KIN G P R O D U C T R A C KIN G PRODUCT RACKING PROPERTY LINE P R O P E R T Y LIN EPROPERTY LINEP R O P E R T Y LIN E PRODUCT RACKINGEXISTING RAILROAD RAIL SPUR F R O N T A G E R O A D NEW PAVING NEW PAVING NEW PAVING NEW PAVING NEW PAVING PROPERTY LINEEXISTING CELL TOWER SITE W H E A T D RIV E E XIS TIN G E X T E N T S O F W H E E T D RIV E BL O C K F R O N T A G E: O T H E R TRACT 4-B TRACT 2-B F U T U R E E X T E N T S O F W H E E T D RIV E NEW CONSTRUCTION TYPE IIB, SPRINKLERED OCCUPANCY: S-1 N O T IN C L U D E D IN S U B M IT T A L - E X T E N T S O F F A CILIT Y NEW CONSTRUCTION TYPE IIB, SPRINKLERED OCCUPANCY: F-1 NEW CONSTRUCTION TYPE IIB, SPRINKLERED OCCUPANCY: S-2 NEW CONSTRUCTION TYPE IIIB, FULL SPRINKLED OCCUPANCY:A-3,B, M, S-2 (NON-SEPARATED) SEE SHEETS A---.a SEE SHEETS A---.b SEE SHEETS A---.c SEE SHEETS A---.d Date Project Number Sheet Name ALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTURE REVISIONS ALL DRAWN AND WRITTEN INFORMATION APPEARING ON THIS DRAWING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTURE.MARK DESCRIPTION DATE 7/31/2024 3:50:38 PMAS050 ARCHITECTURAL SITE PLANSIMKINS LUMBER07.31.2024 23006SIMKINS NORTH PARK TRACT 3-BWHEAT DRIVEBOZEMAN, MT 59715SITE PLAN SUBMITTAL NORTH 1" = 80'-0"1 TRACT 2-B, 4-B SITE PLAN