HomeMy WebLinkAbout006--A1.1 Site Plan[160'][140'][140'][140'][50'][50'][50'][50'][437.9'][144.75' JONESSUB.]S00°55'30"E139.84'S89°33'00"ES00°55'39"E159.82'N89°33'00"W49.97'31.01'18.96'N89°34'25"W49.98'18.97'31.01'N89°34'25"W49.98'S89°33'00"E49.97'N89°33'29"W437.73'10.00'10.00'S89°33'00"E 68.94'S00°55'39"E 139.82'N89°34'25"W 68.95'N00°55'21"W 139.84'W VILLARD STREET(RECORD WIDTH60')ALLEY(RECORD WIDTH20')ALLEY(RECORD WIDTH20')WEST 31' LOT 6LOT 7LOT 1LOT 3JONES SUB.(E-50)JONES SUB.(E-50)LOT 2BLOCK 5 9638 SFDOC.27675594804480448024802480248024800UPUPUP[160'][140'][140'][140'][50'][50'][50'][50'][437.9'][144.75' JONESSUB.]S00°55'30"E139.84'S89°33'00"ES00°55'39"E159.82'N89°33'00"W49.97'31.01'18.96'N89°34'25"W49.98'18.97'31.01'N89°34'25"W49.98'S89°33'00"E49.97'N89°33'29"W437.73'10.00'10.00'S89°33'00"E 68.94'S00°55'39"E 139.82'N89°34'25"W 68.95'N00°55'21"W 139.84'W VILLARD STREET(RECORD WIDTH60')ALLEY(RECORD WIDTH20')ALLEY(RECORD WIDTH20')WEST 31' LOT 6LOT 7LOT 1LOT 3JONES SUB.(E-50)JONES SUB.(E-50)LOT 2BLOCK 5 9638 SFDOC.27675594804480448024802480248024800DNDNA.REFER TO LANDSCAPE DRAWINGS FOR ALL PLANTER AND LANDSCAPED AREAS.B.REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE AND ADDITIONAL TOPOGRAPHIC INFORMATION.C.PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES 2% MINIMUM FOR THE FIRST 10 FEET.D.AN APPROVED GRADING & DRAINAGE PLAN SHALL BE KEPT ON SITE AT ALL TIMES. DEVIATIONS FROM THE PLAN MUST BE PRECEDED BY AN APPROVED REVISION.E.REFER TO CIVIL FOR UTILITY INFORMATION. CONTRACTOR TO PROVIDE SOIL COMPACTION TEST RESULTS AS REQUIRED TO THE CITY ENGINEER'S OFFICE.F.COORDINATE WITH ALL UTILITY COMPANIES FOR FINAL LOCATION OF METERS, DEVICES, AND ROUTING. CONTRACTOR TO PROVIDE ALL REQUIRED MATERIAL AND LABOR FOR INSTALLATION OF ALL REQUIRED UTILITIES.G.MAINTAIN A MINIMUM DISTURBANCE OF SITE DURING CONSTRUCTION.H.EXCESS FILL DIRT (IF ANY) TO BE HAULED AWAY OR DISPOSED OF PER THE OWNER'S REQUEST.I.VERIFY WITH THE OWNER THE DEMOLITION OR RELOCATION OF ALL EXISTING LANDSCAPE MATERIALS AND SITE ITEMS PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION.J.CONTRACTOR SHALL FIELD VERIFY ALL SITE ITEMS AND THE COORDINATION OF NEW CONSTRUCTION WITH ZONING SETBACK REQUIREMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.K.VERIFY ALL GRADES IN FIELD.L.SEE ELECTRICAL SHEETS FOR SWITCHING OF EXTERIOR ELECTRICAL.M.SUBGRADE TO BE COMPACTED TO 95% OF MAXIMUM DENSITY WITH CONCRETE SLAB OVER A.B.C. AS SPECIFIED ON THE STRUCTURAL DRAWINGS.N.WATERPROOF ALL ABOVE-GROUND PLANTERS AND RETAINING WALLS.O.ALL MECHANICAL EQUIPMENT SHALL BE SCREENED, WHERE APPLICABLE, A MINIMUM OF 1'-0" HIGHER THAN THE HIGHEST PORTION OF THE EQUIPMENT, AND SHALL MATCH THE ADJACENT BUILDING MATERIAL.P.PROVIDE 36" GUARDRAILS AT ALL CHANGE IN ELEVATIONS THAT ARE GREATER THAN 30" (R312).Q.NEW CONSTRCUTION SHALL DIRECT STORMWATER DRAINAGE TO ON SITE RETENTION.R.A MINIMUM OF 6" MUST BE PROVIDED FROM FINISH GRADE TO BOTTOM OF WOOD SIDING. PAINT FOUNDATIONS TO MATCH SIDING AND COVER ALL EXPOSED RIGID INSULATION WITH BRAKE METAL TO MATCH SIDING OR WINDOW TRIM.PLEASE SEE SHEET L1.1 FOR ALL LANDSCAPING INFORMATIONTHREE-HOUSEHOLD DWELLINGS W/TWO OR MORE BEDROOMS6 PARKING SPACESTOTAL PARKING REQUIRED6 PARKING SPACESBOZEMAN MUNICODE 2020 -TABLE 38.540.050-1THREE-HOUSEHOLD DWELLINGS W/TWO OR MORE BEDROOMS6PARKING SPACESTHREE ACCESSORY DWELLING UNITS0 PARKING SPACETOTAL PARKING PROVIDED: 6 PARKING SPACES (6 COVERED, 2 STREET)PARKING CALCULATIONS -PROVIDED1REQUIRED= 10% OF LIVABLE AREA = 9,741 SF X 0.10 = 974 SFPROVIDED= 2,408 SFBOZEMAN MUNICODE 2020SEC. 38.360.220. -SINGLE, TWO, THREE, AND FOUR-HOUSEHOLD DWELLINGSACCESSORY BUILDINGREAR LOT AREA:4,576 SFALLOWED AREA 40%:1,830 SFACCESSORY BUILDING FOOTPRINT:1,460 SFBOZEMAN MUNICODE 2020 -SEC 38.320FORM AND INTENSITY STANDARDSTABLE 38.320.030CZONING:R-3MAX LOT COVERAGE: 50% (Townhouses)LOT SIZE:9,638 SFLOT COVERAGE: 50% MAX 4,815MAXPROPOSED: 4,563SFCOMPLIESFAR:1:1LOT SIZE:9,638 SF PROPOSED --7,898 SFCOMPLIESMAX BUILDING HEIGHT:9:12 SLOPE46 FEET BUILDING HEIGHT:TBDCOMPLIESSETBACKS:SEE SITE PLAN1A6.22A6.21A6.12A6.31ROW20' - 0"OPEN SPACE W/ BASMENT PATIOS2,408 SFBASEMENT PATIOA6.11A6.2320' - 0"UNIT 1ALU ENTRY COURTALU ENTRY COURTUNIT 2UNIT 3COVERED SURFACE PARKINGCONC. DRIVEWAYACCESSORY SETBACKB.S.L.6' - 0"B.S.L.5' - 0"SETBACKSETBACKB.S.L.5' - 0"SETBACKB.S.L.15' - 0"PARKING #1/#2VISION TRIANGLE UDC 37.400.100WWWE/TE/TE/TGBASEMENT PATIOBASEMENT PATIOPATIOPATIOPATIOFENCEFENCEFF: +4805.50'FOOTPRINT: 1,049SF FF: +4805.50'FOOTPRINT: 1,049SF FF: +4805.50'FOOTPRINT: 1,007SF FF: +4804.50''FOOTPRINT: 1,460 SF CURB BOX2% MIN
2% MIN
2% MINA6.14SSSS15'-0" ENTRY OFFSET5' - 0"111PARKING #3/#4PARKING #5/#6NOTE: SEWER EXTENSION WILL NEED TO BE INSTALLED TO 4TH ST. 22345678910FEDCBAGH1NOT FOR CONSTRUCTIONREVISIONSPROJECT NO:DATE:22002August 30, 2023All reports, drawings, specifications, computer files, field data, notes, other documents and instruments prepared by the Architect as instruments of service shall remain the property of the Architect, LocalElementArchitects, LLC. The Architect shall retain all common law, statutory and other reserved rights, including copyright thereto. The use of this drawing shall be restricted to the original site for which it was prepared and publication thereof is expressly limited to such use. Reuse, reproduction or publication by any method is prohibited without written consent from LocalElementArchitects, LLC. NCOA SUBMITTAL10/9/2024 2:27:28 PM C:\Users\chris\OneDrive\Documents\Villard Floor Plans_Central_chrisTMMND.rvtLAYERCAKE TOWNHOMES314 W VILLARD STBOZEMAN, MT 59715A1.1SITE PLANGENERAL SITE PLAN NOTESPARKING NOTESFORM & INTENSITY STANDARDSOPEN SPACE CALCSKEYNOTESSCALE: 1" = 10'-0"1SITE PLANNORTH12REVISIONSNO. DATE DESCRIPTION1 08/22/2024 NCOA Revision 12 10/05/2024 NCOA Revision 2