HomeMy WebLinkAbout003 AS101 Arch Site Plan NewUPDNDNDNDNDN20' ALLEY 20' ALLEY W VILLARD ST. (60' R.O.W.)(2) ON STREET PARKING SPACES- 91.47°88.53°91.35°88.65°POWER POLESIDE SETBACK5' - 0"GARAGE SETBACK FROM ALLEY6' - 0"FRONT SETBACK15' - 0"SIDE SETBACK5' - 0"USEABLE OPEN SPACE1228 SF (PROVIDED) 966 SF (REQUIRED)SECTION 38.360.220139.82'68.93'139.84'68.95'6 GARAGE PARKING SPACES1 SURFACE PARKING SPACEONE PARKING SPACE FOR EACH 24' UNINTERRUPTED LINEAR FEET OF AVAILABLE STREET FRONTAGE USABLE FOR ON STREET PARKING DIRECTLY ADJACENT TO A LOT BAY BE DEDUCTED FROM THE TOTAL PARKING SPACES REQUIRED FOR A DEVELOPMENT. NEW CONCRETE PADSSLOPE GRADE 5% MIN. AWAY FROM FOUNDATION WALLS (TYP.)SLOPE GRADE 5% MIN. AWAY FROM FOUNDATION WALLS (TYP.)SLOPE GRADE 5% MIN. AWAY FROM FOUNDATION WALLS (TYP.)SLOPE GRADE 5% MIN. AWAY FROM FOUNDATION WALLS (TYP.)BUILDING FOOTPRINT = 3,096 GSFEXISTING SIDEWALK, PATCH AND REPAIR AS NEEDEDEXISTING CURB AND GUTTERNEW CONCRETE SIDEWALK TO CONNECT WITH EXISTING SIDEWALKPROVIDE ADDRESS NUMBER, MIN. 4" IN HT. AND MIN. 1/2" STROKE WIDTH AND SHALL BE CONTRASTING COLOR FROM BACKGROUND15' - 0"15' - 0"10' - 0"10' - 0"15' - 0"15' - 0"R3 ZONING22' - 0"4' - 0"24' - 0"24' - 0"STREET VISION TRIANGLESSTREET VISION TRIANGLESGARAGE FOOTPRINT = 1,494 GSFPATCH AND REPAIR BOULEVARD & CURB AND CUTTER TO MATCH ADJACENT CONDITION AT CURB CUT AND APRON FOR FORMER DRIVEWAYSLOPE GRADE 5% MIN. AWAY FROM FOUNDATION WALLS (TYP.)PORCHPORCHPORCH1' - 6"1' - 6"111' - 5"141' - 3"27' - 8"41' - 3"17' - 5 51/64"GARAGE SETBACK FROM ALLEY6' - 0"22' - 0"2' - 0"9' - 0"1' - 6"1' - 0"1GRASS PAVERS AT SURFACE PARKING18' - 0"21' - 3"2HATCH INDICATES OPEN SPACE AREA CALCULATED FOR SITE PLAN REQUIREMENTS1. CONTRACTOR TO FIELD VERIFY ALL UTILITY LOCATIONS AND CONNECT UTILITIES FROM ROUGH INS TO BUILDING2. SLOPE GRADE 5% MINIMUM FROM FOUNDATION WALLS, TYP.3. SEE GEOTECH REPORT FOR SOIL ANALYSIS, BUILDING, AND DRIVEWAY REQUIRMENTS.4. TOPOS SHOWN AS DESIGN INTENT ONLY. TOPOS SHOULD BE REVIEWED BY A LICENSED CIVIL ENGINEER.5. YARD GRADING SHALL DRAIN TO STREET, ALLEY AND/OR REAR YARD PROPERTY LINE, MINIMIZE DRAINAGE OF WATER ONTO ADJACENT PROPERTY6. 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. 7. EXCESS OR CONCENTRATED DRAINAGE SHALL BE CONTAINED ON SITE OR DIRECTED TO AN APPROVED FACILITY.8. STORMWATER RUNOFF RESULTING FROM THE CREATION OF IMPERVIOUS SURFACES SHOULD BE KEPT ON SITE.9. CONTRACTOR IS RESPONSIBLE FOR BUILDING STAKING.10. CONTRACTOR TO COORDINATE EXTERIOR STEPS WITH NEW GRADE.SITE PLAN GENERAL NOTESPROPERTY LINEPROPERTY SETBACKSNEW HARDSCAPINGEXISTING SIDEWALKSITE PLAN LEGENDEXISTING TOPO TO REMAINEXISTING TOPO TO BE REGRADEDNEW TOPOGRAPHYLOT INFORMATIONLEGAL DESCIPTION: KARP ADD, S12, T02 S, RO5 E, BLOCK 5, LOT 7, ACRES .222, E 19' LOT 6, PLAT E-3TOTAL LOT AREA= 9,638 SFTOTAL BUILDING FOOTPRINT= 4,729 SFLOT COVERAGE= 49%FARTOTAL BUILDABLE AREA = 9,638 SFTOTAL GROSS SF = 10,912 SFTOTAL GROSS SF LESS BASEMENT (PER 38.320.020) = 6,192 GSFFAR = .64:1MAX ALLOWABLE FAR = 1:1PARKING REQUIREMENTS3 BEDROOMS= 3 PARKING SPACES X 3UNITS = 9 TOTAL PARKING REQIOREDPARKING PROVIDED = 9 PARKING SPACES; 6 GARAGE SPACES, 1 SPACE IN REAR SETBACK, 2 SPACES ON STREET ACCESSORY STRUCTURAL LOT AREALOT AREA BETWEEN PRINCIPAL BUILDING AND THE REAR LOT= 4,530 SF% OF ACCESSORY STRUCTURE = 36% < 40%, OK PER 38.360.030.JUSABLE OPEN SPACE FOR ALLEY LOADED LOTTOTAL LOT= 9,638 SF X 10%= 964 SF REQUIREDOPEN LOT PROVIDED= 1,314 SFUNIT SQUARE FOOTAGEUNIT A: BASEMENT = 1,024 GSFFIRST FLOOR = 1,032 SFSECOND FLOOR = 1,032 GSFTOTAL = 3,088 GSFUNIT B: BASEMENT = 1,033 GSFFIRST FLOOR = 1,032 SFSECOND FLOOR = 1,032 GSFTOTAL = 3,097 GSFUNIT C:BASEMENT = 1,024 GSFFIRST FLOOR = 1,032 GSFSECOND FLOOR = 1,032 GSFTOTAL = 3,088 GSFGROSS SQUARE FOOTAGE1ST FLOOR = 3,096 GSF2ND FLOOR = 3,096 GSFTOTAL = 6,192 GSFGARAGE = 1,633 GSF1/8" = 1'-0" SITE PLAN - ARCHITECTURAL1Date:45 Arch Project Number:Sheet NameALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTURE.ConsultantNOT FORCONSTRUCTIONREVISIONS1216 W Lincoln Street, Suite DBozeman, Montana 59715(406) 577-2345www.45arch.com9/1/2022 12:37:32 PMAS-101ARCHITECTURALSITE PLAN - NEW314 W VILLARD02.25.2222007314 VILLARD ST, BOZEMAN, MT 59715MICHAEL KALICAKNORTHNO. DESCRIPTION DATECOA Comments 07/19/22COA Comments 2 8/23/22