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HomeMy WebLinkAboutGS-001CoverSheetSTRUCTURAL GRID DOOR IDENTIFICATION WINDOW IDENTIFICATION GLAZING IDENTIFICATION FLAGNOTE IDENTIFICATION PARTITION TYPE IDENTIFICATION ACOUSTIC PARTITION TYPE ID ASSEMBELY IDENTIFICATION ROOM/SPACE IDENTIFICATION CODE ROOM/SPACE IDENTIFICATION ROOM/FINISH IDENTIFICATION CURTAIN WALL ELEVATION ID INTERIOR ELEVATION IDENTIFICATION BUILDING ELEVATION IDENTIFICATION ENLARGED DETAIL/FLOOR PLAN ID DETAIL SECTION IDENTIFICATION WALL/VERT-CIRC SECTION ID CODE SECTION IDENTIFICATION BUILDING SECTION IDENTIFICATION SPOT ELEVATION IDENTIFICATION A 1 1 A G1 100 23A 23A F1 R1 C1 8' -0" ROOM 100 1000 SF ROOM 100 1000 SF 200 4 1 R-2 ROOM 100 P-1 RB-1 CPT-1 10' - 0" 1 A-300 1 G-300 1 A-400 1 A-500 1 A-410 1 A-200 1A-700 1 COLUMN NUMBER COLUMN GRID COLUMN LETTER DOOR NUMBER WINDOW TYPE GLAZING TYPE NOTE NUMBER PARTITION TYPE RE: PARTITION SHEET HEAD OF WALL TYPE RE: PARTITION SHEET PARTITION TYPE RE: PARTITION SHEET HEAD OF WALL TYPE RE: PARTITION SHEET FLOOR ASSEMBELY TYPE ROOF ASSEMBELY TYPE CEILING ASSEMBELY TYPE CEILING ELEVATION ROOM NAME ROOM NUMBER ROOM AREA ROOM NUMBER OCCUPANCY TYPE ROOM AREA OCCUPANTS REQ'D EXITS OLF ROOM NAME ROOM NAME ROOM NUMBER WALL FINISH BASE TYPE FLOOR FINISH DATUM POINT LOCATION ELEVATION DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER DRAWING NUMBER (ON CURTAIN WALL ELEVATION SHEET) 1 A-300 NEW PRECAST AND STEEL OFFICE BUILDING LOCATED ON THE MSU INNOVATION CAMPUS. EXTERIOR IMPROVEMENTS TO INCLUDE PARKING LOT, TRASH/RECYCLE, DETENTION, SNOW COLLECTION, BIKE STORAGE AND PATIOS. APPROXIMATELY 80,0000 GSF OF OFFICE AND SHARED AMENITY SPACES. MATERIALS TO INCLUDE PRECAST, SALVAGED BRICK, METAL PANEL AND STEEL. DEVELOPER/OWNER Q FACTOR INDUSTRY BOZEMAN QOZB, LLC 650 S 500 W SALT LAKE CITY, UT, 84101 VINNY ENGLISH 720.275.0597 ELECTRCIAL HELIX ELECTRIC 3060 W CALIFORNIA AVE, STE A SALT LAKE CITY, UT 84104 ANDY BEDORA 702.732.1188 ARCHITECT DRUMBEAT 650 S 500 W SALT LAKE CITY, UT 84101 AMY KEIL 303.292.2232 CIVIL/ LAND/ IRRIGATION SANDERSON STEWART 106 E BABCOCK ST SUITE L1 BOZEMAN, MT 59715 CHRIS NAUMANN 406.922.4311 TO THE BEST OF MY KNOWLEDGE THE FACILITIES PROVIDED MEET ALL OF THE MINIMUM ACCESSIBILITY REQUIREMENTS ACCEPTED BY: _____________________________________________ _______________ Licensed Architect Date ADA CERTIFICATION SIGNATURE BLOCK PROJ. NO. DATE: © DRUMBEAT SCALE: SHEET NUMBER SHEET TITLE: ISSUED FOR: 650 South 500 West Salt Lake City, UT 84101 www.drumbeat.us www.qfactorsolutions.com 7/22/2021 3:43:10 PMBIM 360://Industry Bozeman/20400_Industry Bozeman_A19_Central.rvtAs indicatedTECHNOLOGY BLVDBOZEMAN, MT 5971820400.00 2021-0715 SITE PLAN CD SET COVER SHEET GS-001 INDUSTRY BOZEMAN TRUE NORTH LTL LINTEL LVR LOUVER MAG MAGNETIC MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MOISTURE BARRIER MECH MECHANICAL MED MEDIUM MEMB MEMBRANE MEP MECHANICAL, ELECTRICAL and PLUMBING MEZZ MEZZANINE MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MRGWB MOISTURE-RESISTAN T GYPSUM WALL BD. MTD MOUNT(ED) MTL METAL MUL MULLION N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OF/CI OWNER FURNISHED, CONTRACTOR INSTALLED OF/OI OWNER FURNISHED, OWNER INSTALLED OFF OFFICE OH OPPOSITE HAND OR OVERHANG OPNG OPENING OPP OPPOSITE OTO OUTSIDE-TO-OUTSIDE P/L PROPERTY LINE PKG PARKING PL PLATE PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYWD PLYWOOD POL POLISHED PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PRESTR PRESTRESSED PRIM PRIMARY PROJ PROJECT PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSIONED or PORCELAIN TILE PTD PAINT(ED) PTN PARTITION PVC POLYVINYL CHLORIDE PVMT PAVEMENT QT QUARRY TILE QTY QUANTITY R RISER RAD RADIUS RB RUBBER BASE RBC RUBBER BASE COVE RBS RUBBER BASE STRAIGHT RBT RUBBER TILE RCP REFLECTED CEILING PLAN RD ROOF DRAIN or ROAD RE REFER TO or REFERENCE REINF REINFORCED REQD REQUIRED RESIL RESILIENT REV REVISE, REVISED or REVISION(S) RF RESILIENT FLOORING RFG ROOFING RFL REFLECTED RH RIGHT HAND RM ROOM RO ROUGH OPENING ROD ROOF OVERFLOW DRAIN ROW RIGHT OF WAY S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHED SCHEDULE SD SOAP DISPENSER SEC SECTION SF SQUARE FEET SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SNC SANITARY NAPKIN CABINET SOFF SOFFIT SPECS SPECIFICATION(S) SPKL SPRINKLER SPKR SPEAKER SPRT SUPPORT SQ SQUARE SS SOLID SURFACE SSK SERVICE SINK SSTL STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE or STRUCTURAL SUSP SUSPEND(ED) SYM SYMMETRICAL SYS SYSTEM T TREAD T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOWEL BAR TBC TOP OF BACK OF CURB TELE TELEPHONE TEMP TEMPORARY or TEMPERATURE TG TEMPERED GLASS THERM THERMOSTAT THK THICK or THICKNESS THLD THRESHOLD TME TO MATCH EXISTING TO TOP OF TOC TOP OF CONCRETE TOS TOP OF STEEL TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TV TELEVISION TYP TYPICAL UL UNDERWRITER'S LABORATORY UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE UOS UNLESS OTHERWISE SPECIFIED USGS U.S. GEOLOGICAL SURVEY V VOLT VAR VARY or VARIES VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VENT VENTILATION VER VERIFY VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VOL VOLUME VWC VINYL WALL COVERING W WEST or WIDE W.O. WHERE OCCURS W/ WITH W/C WATER CLOSET W/O WITHOUT W/R WATER RESISTANT WC WALL COVERING WD WOOD WP WATERPROOF(ING) WPT WORKING POINT WSCT WAINSCOT WT WEIGHT YD YARD # POUND(S) or NUMBER & AND (E) EXISTING (N) NEW (R) REMOVE @ AT A/V AUDIO/VISUAL ABV ABOVE ACOUS ACCOUSTICAL ACT ACCOUSTICAL CEILING TILE ADD ADDENDUM ADJ ADJACENT or ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT ALT ALTERNATE ALUM ALUMINUM ANOD ANODIZED APPROX APPROXIMATE ARCH ARCHITECTURAL ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS ASPH ASPHALT AUTO AUTOMATIC AVE AVENUE AVG AVERAGE AWB AIR WEATHER BARRIER B.O. BY OWNER B.O.F. BY OWNER, FUTURE BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BSMT BASEMENT BYND BEYOND CAB CABINET CCD CONSTRUCTION CHANGE DIRECTIVE CEM CEMENTITIOUS CF/CI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED, OWNER INSTALLED CFL COUNTERFLASHING CHNL CHANNEL CI CONTINUOUS INSULATION CIP CAST IN PLACE CIRC CIRCUMFERENCE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CHANGE ORDER or CLEANOUT COL COLUMN CONC CONCRETE CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CU CUBIC CY CUBIC YARD DAMP DAMPROOFING DBL DOUBLE DEG DEGREE DEMO DEMOLISH or DEMOLITION DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DS DOWNSPOUT DTL DETAIL DWG DRAWING E EAST EA EACH ED EXHAUST DUCT EF EXHAUST FAN or EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENGR ENGINEER EOS EDGE OF SLAB EQ EQUAL EQPT EQUIPMENT EST ESTIMATE EWH ELECTRIC WATER HEATER EXT EXTERIOR FA FIRE ALARM FAC FIRE ALARM CABINET FACP FIRE ALARM CONTROL PANEL FD FLOOR DRAIN or FIRE DAMPER FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH(ED) FIXT FIXTURE FLG FLASHING FLR FLOOR(ING) FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FR FIRE RESISTIVE or FIRE RATED FRP FIBERGLASS REINFORCED PANEL(ING) FRT FIRE RETARDANT TREATED FT FOOT (FEET) FTG FOOTING FURN FURNISH(ED) FURR FURRED or FURRING FUT FUTURE GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS or GLAZING GRT GROUT GWB GYPSUM WALLBOARD GYP GYPSUM GYP. BD. GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE or HANDICAPPED HDR HEADER HDWR HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HSS HOLLOW STRUCTURAL SECTION HT HEIGHT HVAC HEATING, VENTILATION and AIR CONDITIONING HW HOT WATER HWH HOT WATER HEATER HWY HIGHWAY IBC INTERNATIONAL BUILDING CODE or INSTALLED BY CONTRACTOR ID INSIDE DIAMETER ILO IN LIEU OF IN INCH(ES) INCL INCLUD(ED) INFO INFORMATION INSUL INSULATION or INSULATED INT INTERIOR INTMED INTERMEDIATE INV INVERT JAN JANITOR CLOSET JST JOIST JT JOINT KD KNOCKDOWN KP KICK PLATE LAV LAVATORY LBL LABEL LH LEFT HAND LT LIGHT 1 THE TERM “GC” SHALL MEAN THE GENERAL CONTRACTOR AND ITS SUB-CONTRACTORS. 2 THE GC SHALL THOROUGHLY FAMILIARIZE ITSELF WITH THE CONTRACT DOCUMENTS AND THE SITE. SHOULD THE GC FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, SHOULD THE GC BE IN DOUBT AS TO THEIR INTENT OR MEANING, OR HAS QUESTIONS CONCERNING CONSTRUCTABILITY OR CODE COMPLIANCE, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. SHOULD A CONFLICT OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS THAT IMPLYING GREATER QUANTITY OR QUALITY SHALL PREVAIL. 3 THE INTENT OF THE CONTRACT DOCUMENTS IS TO PROVIDE A COMPLETE PROJECT. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, SYSTEMS AND EQUIPMENT SHALL BE COMPLETELY OPERATIONAL. PROVIDE INCIDENTAL, ACCESSORY, AND ANY OTHER ITEMS NOT SPECIFIED, BUT REQUIRED, FOR A COMPLETE AND FINISHED ASSEMBLY. 4 THE ENTIRE SET OF CONTRACT DOCUMENTS REPRESENT THE PROJECT AS A WHOLE. THE GC IS RESPONSIBLE FOR PROVIDING SUFFICIENT INFORMATION TO ITS SUB-CONTRACTORS TO DETERMINE AND PERFORM THEIR SCOPE OF WORK. 5 ANY ELECTRONIC CAD AND/OR BUILDING INFORMATION MODELING (BIM) FILES PROVIDED BY THE ARCHITECT OR ITS CONSULTANTS IS SOLELY TO ASSIST THE GC IN PREPARATION OF SHOP DRAWINGS AND/OR LAYOUT OF THE PROJECT. CAD AND BIM FILES ARE NOT A PART OF THE CONTRACT DOCUMENTS AND ANY INFORMATION CONTAINED THEREIN DOES NOT SUPERSEDE ANY INFORMATION ON THE CONTRACT DOCUMENTS. 6 THE GC IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, COORDINATION OF TRADES, AND SCHEDULING OF THE WORK. 7 THE GC SHALL NOT REVISE, SUBSTITUTE, OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 8 NOT EVERY CONDITION MAY BE DRAWN OR DETAILED. CONDITIONS SIMILAR TO DETAILED CONDITIONS SHALL BE CONSTRUCTED TO THE SAME SIZE AND CHARACTER AS THOSE FOR SIMILAR CONDITIONS. 9 THE GC SHALL FOLLOW THE RECOMMENDATIONS OF THE OWNER’S GEOTECHNICAL CONSULTANT. SHOULD THE GC FIND DISCREPANCIES WITH THE CONTRACT DOCUMENTS, THE GC SHALL SEEK CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 10 DO NOT SCALE DRAWINGS. 11 GC IS TO ABIDE BY THE MONTANA DIVISION OF AIR QUALITY REQUIREMENTS. 12 REQUIRED MEANS OF EGRESS AND FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED DURING CONSTRUCTION AND DEMOLITION, REMODELING OR ALTERATIONS AND ADDITIONS TO THE BUILDING. FIRE PREVENTION BUREAU STAFF SHALL APPROVE REVIEW OF ANY EXITING ALTERATIONS. AS REQUIRED IN IFC SECTION 3311.2. 13 GC TO PROVIDE A MINIMUM 2A:10 BC RATED FIRE EXTINGUISHERS WITHIN 75-FOOT TRAVEL DISTANCE TO ALL SPACES IN THE STRUCTURE DURING CONSTRUCTION, ALTERATION OR DEMOLITION IN THE FOLLOWING ARES AS REQUIRED IN IFC CHAPTER 33: i. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED; ii. IN EVERY STORAGE AND CONSTRUCTION SHED; iii. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL HAZARDS EXIST INCLUDING, BUT NOT LIMITED TO, THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS. 14 AUTOMATIC FIRE SPRINKLER, FIRE SUPPRESSION AND FIRE ALARM SYSTEMS WHEN TAKEN OUT OF SERVICE ARE REQUIRED TO HAVE THE FIRE PREVENTION BUREAU NOTIFIE. THE DURATION OF TIME AND DATE MUST BE STATED TO INCLUDE THE DATE WHICH THE FIRE PROTECTION WILL BE PLACED IN SERVICE. AS REQUIRED IN IFC CHAPTER 33. 15 ALL FIRE PROTECTION AND DETECTION SYSTEMS SHALL HAVE THE PIPING AND WIRING EXPOSED FOR INSPECTION. THE PIPING AND WIRING MAY BE COVERED AFTER THE FIRE INSPECTION OF THE SYSTEMS HAS BEEN SATISFACTORILY COMPLETED. 16 WALL COVERINGS AND ACOUSTICAL PARTITIONS, TO INCLUDE ANY FILLERS, SHALL BE TESTED IN ACCORDANCE WITH AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. 17 CEILING TILE SHALL BE LISTED AND TESTED PER AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. IF THE CEILING TILE IS A COMPONENT PART OF A PLENUM SYSTEM, THEN IT SHALL BE LISTED AND TESTED PER AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-50. 18 FLOOR CARPET SHALL BE TESTED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 253 AND BE A CLASS I (0.45 WATTS/CM2) IN CORRIDORS, EXIT ENCLOSURES, EXIT PASSAGEWAYS AND CLASS II (0.22 WATTS/CM2) IN ALL ROOMS AND AREAS. 19 WHEN THE INTERSTITIAL SPACES SUCH AS DUCT LINERS, SOUND ABATEMENT, AND PLENUMS (WHETHER SUPPLY OR RETURN) ARE USED FOR ENVIRONMENTAL AIR THEY SHALL BE NON-COMBUSTIBLE CONSTRUCTION OR HAVE A FLAME SPREAD RATING OF 0-25 AND SMOKE INDEX OF 0-50 WHEN TESTED IN ACCORDANCE WITH ASTM E84. 20 PROVIDE NECESSARY BLOCKING IN WALLS, PARTITIONS, AND CEILINGS FOR ITEMS INCLUDING, BUT NOT LIMITED TO: CEILING AND PARTITION-MOUNTED FIXTURES, GRAB BARS, HANDRAILS, TOILET ACCESSORIES, CABINETRY, PANELING, COUNTERTOPS, SHELVES, CLOSET RODS, WHITE BOARDS, AND DECORATIVE ELEMENTS. 21 THE CONSTRUCTION DOCUMENTS ARE THE PROPERTY OF DRUMBEAT AND ITS CONSULTANTS AND ARE TO BE USED AS INSTRUMENTS OF SERVICE FOR CONSTRUCTION OF THIS PROJECT ONLY. USE OF THESE DOCUMENTS BY THE GC FOR ANY OTHER PROJECT OR PURPOSE WITHOUT THE WRITTEN CONSENT OF DRUMBEAT IS PROHIBITED. Sheet # Sheet Name GENERAL GS-001 COVER SHEET CIVIL CS-100 ALTA SURVEY CS-200 EXISTING TOPOGRAPHY & DEMO CS-300 OVERALL SITE PLAN CS-301 SITE PLAN - NORTH CS-302 SITE PLAN - SOUTH CS-400 OVERALL GRADING PLAN CS-401 GRADING PLAN - NORTH CS-402 GRADING PLAN - SOUTH CS-500 UTILITY PLAN CS-600 EROSION CONTROL PLAN CS-700 DETAILS CS-701 DETAILS LANDSCAPE LS-100 PLANT SCHEDULE, PLANT IMAGES, AND NOTES LS-101 LANDSCAPE PLAN - NORTH LS-102 LANDSCAPE PLAN - SOUTH LS-103 SITE MATERIALS PLAN - NORTH LS-104 SITE MATERIALS PLAN - SOUTH LS-105 LANDSCAPE DETAILS LS-106 LANDSCAPE DETAILS 2 LS-107 LANDSCAPE DETAILS 3 LS-108 LANDSCAPE DETAILS 4 LS-200 IRRIGATION SCHEDULE AND NOTES LS-201 IRRIGATION PLAN - NORTH LS-202 IRRIGATION PLAN - SOUTH LS-203 IRRIGATION DETAILS ARCHITECTURE AS-100 ARCHITECTURAL SITE PLAN AS-101 LEVEL 1 - FLOOR PLAN AS-102 LEVEL 2 - FLOOR PLAN AS-103 ROOF PLAN AS-200 OVERALL ELEVATIONS AS-201 BUILDING ELEVATIONS AS-202 BUILDING ELEVATIONS AS-203 BUILDING ELEVATIONS AS-204 BUILDING ELEVATIONS AS-205 BUILDING ELEVATIONS AS-550 EXTERIOR SIGNAGE ELECTRICAL ES-100 SITE LIGHTING LAYOUT ES-101 PHOTOMETRIC ES-102 SITE LIGHTING DETAIL SHEETS ES-103 EXTERIOR LIGHTING COMPLIANCE CERTIFICATE ES-104 PHOTOMETRIC ELEVATIONS ES-105 PHOTOMETRIC ELEVATIONS ES-106 PHOTOMETRIC ELEVATIONS ES-107 PHOTOMETRIC ELEVATIONS ES-108 PHOTOMETRIC ELEVATIONS INDUSTRY BOZEMAN SITE PLAN CD SET 2021-0715 TECHNOLOGY BLVD BOZEMAN, MT 59718 20400.00 ZONING & PARCEL INFORMATION ZONING DISTRICT B-P BUSINESS PARK DISTRICT COMMUNITY PLAN DESIGNATION PUBLIC INSTITUTIONS PARCEL SIZE 4.896 ACRES OR 213,269 SF OPEN SPACE CALCULATION 0.87 ACRES OR 38,000 SF PARKLAND REQUIREMENT N/A DENSITY/FLOOR AREA RATIO 83,653 SF/21,3269 SF = 0.39 FAR LEGAL DESCRIPTION Pursuant to Commitment for Title Insurance - LSU# MTFA20-5682 dated February 25, 2021. A parcel of land being a portion of Tract C1-A of the Amended Plat of West College Minor Subdivision No. 195B, located in the NW 1/4 and the NE 1/4 of Section 14, Township 2 South, Range 5 East, P.M.M., City of Bozeman, Gallatin County, Montana, according to the official plat thereof on file and of record in the office of the County Clerk and Recorder of Gallatin County, Montana, and being more particularly described as follows: Commencing from the northwest corner of said Tract C1-A, thence S.89°48'31"E., along the north line of said Tract C1-A, a distance of 482.79 feet to the Point of Beginning; thence continuing S.89°48'31"E. a distance of 434.47 feet, thence S.0°15'19"W. a distance of 355.29 feet, thence S.42°38'13"W. a distance of 248.10 feet, thence S.25°11'29"W. a distance of 23.41 feet, thence along a curve to the left having a radius of 1130.00 feet, a central angle of 13°33'40", a chord bearing of N.74°00'14”W., a chord distance of 266.83 feet, along said curve for and arc length of 267.45 feet, thence N.0°11'29"E. a distance of 486.91 feet to the Point of Beginning. ABBREVIATIONS GENERAL NOTES GRAPHIC STANDARDS PROJECT TEAM VICINITY MAPTABLE OF CONTENTS PROJECT LOCATION PROJECT SCOPE PARKING TYPE # REQUIRED # PROVIDED STANDARD 284 260 COMPACT N/A 3 ADA 7 7 (5 STD, 2 VAN) EV STATION N/A 3 ADA EV STATION N/A 1 TOTAL: 284 - 12 (BICYCLE REDUCTION) = 272 274 TOTAL BIKE: 29 32 SPACES (24 COVERED) SITE COVERAGE ITEM LOCATION % OF SITE AREA EXISTING BUILDINGS/STRUCTURES NONE - - PROPOSED BUILDINGS/STRUCTURES SEE SITE PLAN 24% 51,800 SF DRIVEWAY CIRCULATION & PARKING SEE SITE PLAN 43% 91,500 SF PUBLIC STREET ROW NONE - - PROJECT SITE FALLS WITHIN BOZEMAN CITY LIMIT BOUNDARIES