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HomeMy WebLinkAboutBlackmore Bend Master Site Plan SubmittalSTREET ADDRESSOWNER / DEVELOPERLEGAL DESCRIPTIONDESIGN CRITERIABUILDING HEIGHT:VARIESNO. OF STORIES:VARIESCURRENT ZONING:B-2DRAWING LISTABBREVIATIONSPROJECT INFORMATIONCopyright © 2016 Springer Group Architects, P.C.CONSULTANTS:GRAVELMASONRYMETALCONCRETEEARTHBATT INSULATIONRIGID INSULATIONFINISH WOODACOUSTIC TILEROUGH WOODMATERIAL SYMBOLSVICINITY MAPGENERAL NOTES@-AT#- POUND(S) OR NUMBER+/-- PLUS MINUSAFF- ABOVE FINISH FLOORAC- ACOUSTICAL ACT - ACOUSTICAL CEILING TILEADJ- ADJACENTA/C- AIR CONDITIONINGALT- ALTERNATIVEALUM.- ALUMINUMALT- ALTERNATIVEALUM.- ALUMINUMA.B.- ANCHOR BOLTAPPD- APPROVEDAPPROX. - APPROXIMATEARCH- ARCHITECT(URAL)BSMT- BASEMENTBM.- BEAMBRG- BEARINGBLKG- BLOCKINGBD- BOARDBOT- BOTTOMBLDG- BUILDINGB.U.R.- BUILT UP ROOFINGCAB- CABINETCLG- CEILINGC\C OR C.C. - CENTER TO CENTERCL OR C.L. - CENTERLINECT- CERAMIC TILECLR- CLEARC.W.- COLD WATERCOL- COLUMNCF OR C.F. - COMMUNICATION FEATURESCOMP. - COMPACT(ED)CONC- CONCRETECMU- CONCRETE MASONRY UNITCONST - CONSTRUCTIONCJ OR C.J. - CONTROL JOINTCONT.- CONTINUOUSCORR. - CORRIDORDTL.- DETAILDEPT.- DEPARTMENTDIA.- DIAMETERDIV.- DIVISIONDBL.- DOUBLEDN- DOWNDS- DOWNSPOUTDWG- DRAWINGD.F.- DRINKING FOUNTAINEA- EACHE.W.- EACH WAYEF- EACH FACEELEC- ELECTRIC(AL)EWC OR E.W.C. - ELECTRIC WATER COOLEREL.- ELEVATIONELEV.- ELEVATOREMER. OR EMERG.- EMERGENCYENCL.- ENCLOSUREENG.- ENGINEEREQ- EQUALEQUIP. - EQUIPMENTEXG- EXISTINGEXP- EXPOSEDEJ OR EJ. OR E.J. - EXPANSION JOINTEXT- EXTERIORF.R.P.- FIBER REINFORCED PLASTICFF- FINISH FLOORFIN- FINISH(ED)FBO- FINISH BY OTHERSF.A.- FIRE ALARMFC- FIRE CODEF.E.- FIRE EXTINQUISHERF.E.C.- FIRE EXTINQUISHER CABINETFP- FIREPROOFF.R.- FIRE RESISTANTFLR- FLOORFD OR F.D. - FLOOR DRAINFLUOR. - FLUORESCENTFT- FOOT (FEET)FTG- FOOTING FDN.- FOUNDATIONFRM.- FRAMEGA- GAGE, GAUGEGALV.- GALVANIZEDGC- GENERAL CONTRACTORGL.- GLASS/GLAZINGGYP. BD. - - GYPSUM BOARD HDWR. - HARDWAREHVAC- HEATING/VENT./AIR COND.HADG- HILTON ACCESSIBILITY DESIGNHC- HOLLOW COREHM- HOLOW METALHORIZ. - HORIZONTALH.B.- HOSE BIBH.W.- HOT WATERHR- HOURIN.- INCH(ES)INCL- INCLUDE(ING)INSUL- INSULATE(ION)INT- INTERIORINV.- INVERTJAN.- JANITOR(IAL)JT- JOINTKIT.- KITCHENK.O.- KNOCKOUTLAM- LAMINATELAV.- LAVATORYLT. WT. - LIGHT WEIGHTLL- LIVE LOADLB. OR LBS. - POUND(S)MFR- MANUFACTURERM.H.- MAN HOLEMAS- MASONRYM.O.- MASONRY OPENINGMAX- MAXIMUMMECH- MECHANICALMED.- MEDIUMMTL- METALMM- MILLIMETERMIN- MINIMUMMISC.- MISCELLANEOUSMR OR M.R. - MOISTURE RESISTANTMTD.- MOUNTEDNAT- NATURALNR- NOISE REDUCTIONNOM- NOMINALNO- NUMBERNIC- NOT IN CONTRACTNTS- NOT TO SCALEOC- ON CENTEROPG- OPENINGOD- OUTSIDE DIAMETEROH- OVERHANGPNL- PANELPBD- PARTICLE BOARDPVMT- PAVEMENTPLF- PER LINEAR FOOTPL- PLATEPLWD- PLYWOODPVC- POLYVINYL CHLORIDEPSF- POUND PER SQ. FOOTPSI- POUND PER SQ. INCHPLBG.- PLUMBINGP.T.- PRESSURE TREATEDRAD- RADIUSREF- REFERENCEREINF- REINFORCE(D)R.A.- RETURN AIRREQ'D- REQUIREDR-RISERRFG- ROOFINGRO OR R.O. - ROUGH OPENINGRD. OR R.D. - ROOF DRAINSHT- SHEETSIM- SIMILARSC- SOLID CORESPK- SPEAKERSPEC- SPECIFICATIONSQ- SQUARESTR - STRUCTURE(AL)SS- STAINLESS STEELST.- STREETSTD.- STANDARDSTL.- STEELSTOR.- STORAGESUSP.- SUSPENDEDSYS- SYSTEMTEL.- TELEPHONETV OR T.V. - TELEVISIONTEMP.- TEMPORARY OR TEMPEREDTHK- THICK(NESS)T&G- TONGUE & GROOVET&B- TOP & BOTTOMT-TREADTS OR T.S. - TUBE STEELTYP.- TYPICALU.N.O.- UNLESS NOTED OTHERWISEVERT.- VERTICALVIF OR V.I.F. - VERIFY IN FIELDVCT- VINYL COMPOSITION TILEVB- VINYL BASEWSCT. - WAINSCOTWC- WATER CLOSETWP- WATERPROOF(ING)W.V.- WATER VALVEWT.- WEIGHTWWF OR W.W.F. - WELDED WIRE FABRICWWM OR W.W.M. - WELDED WIRE MESHW.F.- WIDE FLANGEW- WIDE, WIDTHW/- WITHW/O- WITHOUTWD- WOODWIN- WINDOWCONSTRUCTION ROUTE MAP12/20/2016 3:32:21 PM15-004ABLACKMORE BENDEast Main Investments, LLC1324, 1332, 1340 E. Main St., 203 Haggerty Ln.,Bozeman Montana12-13-2016G000COVER SHEETBLACKMORE BEND1324, 1332, 1340 E. Main St., 203 Haggerty Ln., Bozeman MontanaGENERALG000 COVER SHEETCIVILC101 EXISTING CONDITIONSOC-1 SITE PLAN WITH OFFSITE CONCEPTSUTILITYU101 UTILITY PLANU102 UTILITY PLANLANDSCAPEL100 LANDSCAPING PLANARCHITECTURALA100 SITE PLANA101 SITE DETAILSA102 SITE DETAILSA103 SITE DETAILSTRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5 REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATED IN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANA1184 N. 15th Ave., Suite 4, Bozeman, MT 59715Phone: (406) 624-0382Email: dcape@jwtcompanies.comPROJECT LOCATIONCIVIL:KLJ ENGINEERS1982 STADIUM DRIVE, SUITE 3BOZEMAN, MT 59715-0697406.404.1849MECH./ELEC:SPECTRUM ENGINEERS324 SOUTH STATE, SUITE 400SALT LAKE CITY, UT 84111801-328-5151LANDSCAPE:CUSTOM EARTH DESIGNS3337 N. 27TH #31BOZEMAN, MT 59718406.539.7030PROJECT LOCATIONCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFICCONSTRUCTIONTRAFFIC..O-S Leasing Partners, LLP203 Haggerty Ln.Bozeman, MT 59715-9235Phone: 406-595-1250Email: ric@jhoe.com REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:&RS\ULJKW‹6SULQJHU*URXS$UFKLWHFWV3&1324 E. MAIN STREET, BOZEMAN MONTANA 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)MEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMPLOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'1ƒ ( HAGGERTY LANE ' ƒ R=276.56'L=158.51'&% 6ƒ :CL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66486EAST MAIN STREETHIGHLAND BLVD.6856441,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)B-2B-2B-2B-2R-1B-2DOOR>> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >> >>6ƒ (241.12'1ƒ (97.96' ƒ      221.9 6 ' N E1ƒ (234.03'67.02'1ƒ (6ƒ (203.70'50.73'6ƒ (1ƒ (209.03'6ƒ (211.40'242.44' 6ƒ (1ƒ :286.90'1ƒ :82.92'6    ƒ        : 1 9 5 . 1 0 '1ƒ (24.85'35.05'6ƒ (6ƒ : 100.61'' ƒ R=372.10'L=166.11&% 6ƒ (CL=164.73'PAD #2 SITE = 28,198 S.F.PAD #3 SITE = 29,538 S.F.COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT PHASE 2PHASE 1PHASE 2 STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 1 PHASE 3 PHASE 3PHASE 2PHASE 2 RAMPRAMPRAMP3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINPAD #3 1332 E. MAINPAD #2 1340 E. MAINADDRESS: 203 HAGGERTY LANETurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurfPLANT SCHEDULEScale 1"=30'-0" 1188 10(TOTAL GROSS BUILDING SQ. FT. = 40,567)SECOND FLOOR: (6,476 SQ. FT. GROSS)GROUND FLOOR: (10,427 SQ. FT. GROSS)BLACKMORE HAGGERTY BUILDING (2 STORY)6,053 SQ. FT. RESTAURANT2,508 SQ. FT. RETAILMEZZANINE FLOOR: (3,098 SQ. FT. GROSS)316 SQ. FT. OUTDOOR PATIOGROUND FLOOR: (23,386 SQ. FT. GROSS)69988 89DRIVEWAY RAMP10LOADING (TOTAL GROSS BUILDING SQ. FT. = 15,395)1,881 SQ. FT. RETAIL6,714 SQ. FT. OFFICEEXIST. J&H OFFICE BUILDINGBLACKMORE MARKETPLACE BUILDING (2 STORY)3,931 SQ. FT. WAREHOUSE18,369 SQ. FT. GROCERY487.64'N00°21'03"E HAGGERTY LANE D=32°50'19"R=276.56'L=158.51'CB=S16°49'30"WCL=156.35'4RETAINING WALLRETAINING WALL7GEN.LOADING66489116EAST MAIN STREETHIGHLAND BLVD.685644(TOTAL GROSS BUILDING SQ. FT. = 16,903)3,059 SQ. FT. OFFICE (1)2,585 SQ. FT. OFFICE (2)1,281 SQ. FT. DINING AREASECOND FLOOR: (14,083 SQ. FT. GROSS)6,565 SQ. FT. OFFICE (2)6,235 SQ. FT. OFFICE (1)PLIB-2B-2B-2B-2R-1B-2PAD #2 1340 E. MAINDOORS>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>SS>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >>S 66° 54' 40" E241.12'N 33° 02' 09" E97.96' 23° 0 3 ' 0 2 " 221.9 6 ' N EN 90° 00' 00" E234.03'(TOTAL GROSS BUILDING SQ. FT. = 35,552)THIRD FLOOR:6 RESIDENTIAL UNITSSECOND FLOOR:6 RESIDENTIAL UNITSGROUND FLOOR: (13,240 SQ. FT. GROSS)BLACKMORE HIGHLAND BUILDING (2 STORY)10,930 SQ. FT. RETAILPAD #3 1332 E. MAIN(33 UNDERGROUND PARKING SPACES)67.02'N 0° 24' 21" E S 66° 54' 40" E203.70'50.73'S 64° 42' 34" EN 0° 24' 21" E209.03'S 73° 03' 55" E211.40'242.44' S 00° 02' 41" EN 78° 55' 52" W286.90'N 78° 55' 52" W82.92'S 5 5 ° 3 4 ' 0 1 " W 1 9 5 . 1 0 'N 88° 44' 54" E24.85'35.05'S 30° 10' 57" ES 8° 43' 16" W 100.61'PHASE 3D=25°34'39"R=372.10'L=166.11CB=S4°04'04"ECL=164.73'COMPACTCOMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT 30'-0" SEW E R EAS E M E N T 25'-0"SETBACKPHASE 1PHASE 2PHASE 1PHASE 2 STAGING AREAPHASE 1 & 3STAGING AREAPH A S E 1 PH A S E 2 PHA S E 3 PHA S E 125'-0"SETBACK10'-0"SETBACK10'-0"SETBACK PHASE 3 PHASE 3PHASE 2PHASE 2TRASH ENCLOSURE (4),SEE DTL. 2/A101COVERED BIKE RACK,SEE DTL. 1/A101COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)COVERED BIKE RACK,SEE DTL. 1/A104(LOCATION TBD)TRASH ENCLOSURE (3), SEE DTL. 4/A101TRASH ENCLOSURE (2),SEE DTL. 3/A101COURTYARD TREEGRATE, SEE DTL. 5/A101COURTYARD BENCH,SEE DTL. 1&2/A102HANDRAIL DETAIL,SEE DTL. 6/A101COMPACT CAR PARKINGSIGN, (TYP. OF 2) SEEDTL. 2/A103TYP. COMPACT PARKINGSTALL, (TYP. OF 10) SEE DTL. 1/A103HDC PARKING STALL,SEE DTL. 3/A102HDC PARKING STALL,SEE DTL. 4/A102HDC PARKING SIGN,SEE DTL. 4/A103HANDRAIL DETAIL,SEE DTL. 6/A101HDC PARKING SIGN,SEE DTL. 4/A103PERMEABLE PAVERS @COURTYARD, SEE DTL.7/A103STREAMLINE BUSSHELTER PER C.O.B.STANDARDSHDC PARKING SIGN,SEE DTL. 4/A103HANDRAIL DETAIL,SEE DTL. 6/A101RAMPRAMPRAMPRETAINING WALL, SEE DTL. 6/A103HDC PARKING STALL,SEE DTL. 5/A102CONCRETE OR ASPHALTPATHWAYCONCRETE OR ASPHALTPATHWAYPARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101PARKING LOT LIGHTPOLE BASE DETAIL,SEE DTL. 2/ES101BUILDING MOUNTEDLIGHT FIXTURES, TYP.3,215 SQ. FT. WAREHOUSEPAD #1 1324 E. MAINADDRESS: 203 HAGGERTY LANECONTRACTOR'S JOB SITETRAILERJOB SITE DEBRISDUMPSTERCROSSWALK WITHFLASHING PEDESTRIANSIGNALSHANDICAP RAMP12'-0 " U.E.12'-0"U.E.NEW METER CABINETNEW POWERTRANSFORMERTurfTurfLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsLandscape Phaseone limitsTurfTurfTurfTurfTurfTurf12'-0"U.E.VISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLEVISION TRIANGLE1' = 30'-0"MASTER SITE PLAN1A100JOB NO:CHECKED:DRAWN:12-13-2016GAM15-004A100REVISION SCHEDULE NO:DESCRIPTION:DATE: BY:SITE PLANCopyright © 2016 Springer Group Architects, P.C.STATUS:PRELIMINARYRSS203 HAGGERTY LANE, BOZEMAN MONTANA BLACKMORE BEND 1324, 1332, 1340 E. MAIN STREET,OFFICE3006.6232.1235TOTAL PROVIDEDTOTAL AREA 5.327 ACRES232,026 S.F.FLOOROCCUPANCYBLACKMORE MARKETPLACE BUILDING3,93131618,3693,34126915,61410001003003.32.752.05021.8DINING1,2811,089OUTDOOR PATIORETAILWAREHOUSEMEZZANINEGROSS AREAFLOOR AREAFIRST FLR.OCCUPANCYFACTOROCCUPANCY(GROSS)SHARED PARKING / COVEREDBIKE RACK REDUCTION %25022.5OFFICE (1)6,6105,619SECOND FLR..80 (20%).90 (10%).70 (30%).70 (30%).90 (10%)REQUIRED3.01.941.615.220.2FLOOROCCUPANCYEXIST. J&H OFFICE BUILDING1,8813,2156,71430010002506.33.226.9WAREHOUSERETAILGROSS AREAFLOOR AREAOCCUPANCYFACTOROCCUPANCY(GROSS).90 (10%).80 (20%).90 (10%)REQUIRED5.02.924.2FLOOROCCUPANCYBLACKMORE HIGHLAND BUILDING10,9309,29130031.0RETAILFLOOR AREAGROSS AREAOCCUPANCYFACTORFIRST FLR.OCCUPANCY(GROSS)12.0RESIDENTIAL (6 UNITS)SECOND FLR..80 (20%).50 (50%)REQUIRED24.8TOTAL6.0TOTAL102.132.112.0THIRD FLR.RESIDENTIAL (6 UNITS)6.0.50 (50%)87.1FLOOROCCUPANCYBLACKMORE HAGGERTY BUILDING4,0002,3403,4001,9895068.0DINING/SERVINGRETAILGROSS AREAFLOOR AREAFIRST FLR.OCCUPANCYFACTOROCCUPANCY(GROSS).80 (20%).70 (30%)REQUIRED47.65.3TOTAL36.82,053(8 EMPLOYEES)8.0KITCHEN.00 (00%)8.01,1921,01310010.1OUTDOOR PATIO.70 (30%)7.1SECOND FLR..90 (10%)OFFICE (1) 3,0592,60025010.4.90 (10%)9.4TOTALBLACKMORE BEND PARKING CALCULATIONS TOTAL ALL BUILDINGS257.8TRANSIT AVAILIBILTY REDUCTIONS @ 10%(25.8)TOTAL REQUIREDDESCRIPTIONSITE INFORMATION57,40478,439232,02624.7%33.8%100%AREA% OF TOTAL96,18341.5%TOTAL AREA OF LANDSCAPINGTOTAL FOOTPRINT OF BUILDINGSTOTAL AREA OF DRIVE & PARKINGTOTAL LOT AREADESCRIPTIONAREA3,09814,08323,389BLACKMORE MARKETPLACEFLOORFIRSTMEZZANINESECONDTOTAL40,57012,404J&H OFFICE BUILDINGBUSINESS2,991WAREHOUSETOTAL15,39513,240HIGHLAND BUILDINGFIRSTSECONDTHIRDTOTAL11,08311,08335,873HAGGERTY BUILDING10,427FIRSTSECOND5,768TOTAL13,938105,776TRACT 1 (H-29), TRACT 5C & 5D (H-29-D), TRACT 5REMAINDER (H-29) PART OF THE REARRANGEMENTOF ELKS CLUB PROPERTY SUBDIVISION LOCATEDIN THE SOUTHWEST 1/4 SECTION 8, TOWNSHIP 2 SOUTH,RANGE 6 EAST, PRINCIPAL MERIDIAN MONTANA, CITY OFBOZEMAN, GALLATIN COUNTY, MONTANALEGAL DESCRIPTIONEAST MAIN INVESTMENTS, LLC1184 N 15TH AVE, SUITE 4BOZEMAN, MT 59715OWNER/DEVELOPEROFFICE (2)6,513250.90 (10%)5,53622.119.9OFFICE (2) 2,5852,1972508.87.9FLOOR AREA OF BUILDINGSF.A.R. = BUILDING AREA / LOT AREATOTAL LOT AREA = 232,026TOTAL FLOOR AREA OF BUILDINGSFLOOR AREA RATIO (F.A.R.)FOOTPRINT OF BLACKMORE MARKETPLACE = 23,389FOOTPRINT OF J&H OFFICE BUILDING =10,348TOTAL BUILDING AREA = 57,404F.A.R. = 57,404 / 232,026 =.247 FOOTPRINT OF BLACKMORE HAGGERTY BUILDING = 10,427FOOTPRINT OF BLACKMORE HIGLAND BUILDING = 13,240SHARED PARKING / COVEREDBIKE RACK REDUCTION %SHARED PARKING / COVEREDBIKE RACK REDUCTION %SHARED PARKING / COVEREDBIKE RACK REDUCTION %O-S LEASING PARTNERS, LLP203 HAGGERTY LN.BOZEMAN, MT 59715-9235PHONE: 406-595-1250EMAIL: ric@jhoe.comSTORAGE2,3562,00310002.0.90 (10%)1.8 (SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTPROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.H.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 8)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVELSLOPETO DRAINSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERDUMPSTER32' - 8"16' - 1"6"16' - 1"2' - 0"4' - 0"4' - 0"2' - 0"2' - 0"4' - 0"4' - 0"2' - 0"6"6"9' - 8"10' - 8"4" DIA. BOLLARDUSED AS GATE STOP2' - 0"PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.6' - 0"1' - 0"5' - 0"6" PAINTED CMU WALL W/ SOLID GROUT & #4 BAR @ 4'-0" O.C. EA. WAY2'-0" 4'-0" 4'-0" 2'-0" 3'-5" 4'-0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 6)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTERDUMPSTERCMU RETAINING WALL W/ H.D. CONC. CAP10' - 0"8"28' - 0"6"15' - 7"6"10' - 11"6"SLOPETO DRAINPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.4" DIA. BOLLARDUSED AS GATE STOP2' - 0"6' - 0"1' - 0"5' - 0"(SIDE ELEVATIONS SIMILAR)FRONTELEVATIONPIVOTING LATCH CHANNELFORMED FROM SQ. TUBE.TOP HANDLE AND BOLTPIVOTH.D. CONC. CAP4" DIA. BOLLARD(TYP. OF 4)6" CONC. SLAB W/ 6x6W1.4xW1.4 W.W.F. OVER 6"WASHED GRAVEL6" PAINTED CMU WALLW/ SOLID GROUT & #4BAR @ 4'-0" O.C. EA.WAYSLOPETO DRAINPLANDASHED LINE INDICATESA 50'-0" LONG APPROACHCLEARANCE FOR TRASHPICKUPDUMPSTERDUMPSTER18' - 0"10' - 8"BUILDING LINE2' - 8 1/2"4' - 0"3' - 7"4' - 0"2' - 8 1/2"6"EXISTING BUILDINGCORNER OF J&H OFFICESUPPLYBUILDING LINEPROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.2 1/2x2 1/2x3/16 T.S. GATE FRAME W/ 20 GA. 7/8"CORRUGATED PANELS, TYP.1' - 0"5' - 0"PROVIDE MTL. ROD ANDSLEEVE TO RETAIN GATESIN CLOSED POSITION FORTRASH STORAGE.PLANSECTIONPERSPECTIVECOURTYARDTREE GRATEAVAILABLE IN POWDER COAT AND DURACOAT FINISHESSECTION /PERSPECTIVE4' - 0"4' - 0"2' - 0"4' - 0 1/2"1/2"x1"x 1/4" THICK GRINDINGPADS, TYP. 4 OR MORE PLACESTREE GUARD LUGS48"x48" ADA COMP.CAST IRON TREE GRATETREE GRATE HALVESBOLTED TOGETHERW/ (2) 1/2x13x3 STNLS.STEEL HEX BOLT AND HEX NUT W/ WASHERS1-1/2" DIA. POWDERCOATED STEEL TUBING3' - 0"2' - 2"1' - 0"3' - 0"1' - 0"PLAN VIEWSECTION VIEWSIDE VIEWPERSPECTIVE VIEWSIDEWALK5' - 0"MIN.1' - 4"3'-0" PHASE 2&310"MIN.4' - 0"1'-0" PHASE 2&32' - 8"1' - 4"7' - 6"NOTE:IT IS THE RESPONSIBILITY OF THEINTSTALLER TO ENSURE THAT ALL BASE MATERIALS INTO WHICH THE SHELTER WILL BE INSTALLED CAN SUPPORT THE RACK AND WILL NOTBE DAMAGED BY ANY REQUIRED INSTALLATION PROCEDURES. SEESTRUCTURAL DRAWINGS FOR DETAILSSURFACE MOUNTEDBIKE SHELTER W/ POWDERCOAT FINISHNOTE: SEE INSTALLATION SPECIFICATIONS BY MFR. FOR REQUIRED MATERIALS AND PROPERINSTALLATION.4" CONCRETE SLAB16" (MIN.) THICK CONCRETE PADW/ BAR AS REQ'D12"X12"X5/8" BASE PL. W/(4) 3/4" DIA. SIMPSON TORQ-CUT WEDGE ACHORS(12" MIN. EMBED) AT EACHCOLUMN6"BUILDING LINE (PHASE 1 ONLY)BUILDING FND. (PHASE 1 ONLY)1/2" EXPANSION JOINT1/4:12 SLOPEBUILDING LINEBUILDING LINEBUILDING LINEBUILDING LINELANDSCAPE AREABUILDING LINEBUILDING LINETYPICAL GATE SECTION5' - 0"1' - 0"2 1/2"x2 1/2"x3/16"T.S. GATE FRAME1x1x1/4 ANGLEPL. WELDED TO T.S. FRAME (TOP& BOTTOM)3/4x3/4 SQ. TUBEX-BRACING20 GA. 7/8" CORRUGATED PANELS ON EXTERIOR FACE OF GATE (COLOR TO MATCH BUILDINGS ON SITE)MTL. CHANNEL TO BE WELDEDTO T.S. FRAMEMTL. ANGLE TO BE WELDEDTO T.S. FRAMEPROVIDE MTL. FLASHING@ BOTTOM OF GATEATTACH MTL. PANELS @ THISLOCATIONATTACH MTL. PANELS @ THIS LOCATIONPROVIDE A MTL. PLATE TO STABILIZE THE T.S. FRAME AND ALLOW FOR CORRUGATED PANELS TO BE ATTACHEDAT THIS LOCATIONNOTE:PROVIDE (3) HINGE POINTSPER GATE SIDE W/ 2 1/2x2 1/2x1/4x8 LONG ANGLE PLATE.ANGLE PLATE TO INCLUDE ASTL PLATE WELDED TO INSIDEOF ANGLE TO PROVIDE FOREMMBEDMENT INTO CMU WALL.ALL HINGE POINTS TO BEWELDED ON SITE TO PROVIDEPROPER ASSEMBLY ANDFUNCTION OF GATES.CONC. SLABJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:28:23 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA101BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/4" = 1'-0"A10124 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10143 CONTAINER TRASH ENCLOSURE 1/4" = 1'-0"A10132 CONTAINER TRASH ENCLOSURE 1/2" = 1'-0"A1015COURTYARD TREE GRATE DETAIL 3/4" = 1'-0"A1016HANDRAIL DETAIL 1/2" = 1'-0"A1011BIKE RACK DETAIL @ BLACKMORE MARKETPLACENOT USED(PHASE 2 & 3 ONLY)REVISION SCHEDULENO: DESCRIPTION: DATE: BY: FRONT ELEVATION & REAR ELEVATIONSECTIONPLANSIDE ELEVATION2' - 8"1' - 4"8"8"1' - 4"1' - 6"1' - 2"8"1' - 4"2' - 8"1' - 6"1' - 6"7' - 4"1' - 6"20' - 0"1' - 6"7' - 4"1' - 6"STRUCTURAL PLAN4" CONC. SIDEWALK4" CONC. SIDEWALK5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"ELEVATED PLANTING AREAELEVATED PLANTING AREA4" CONC. SIDEWALK / PATIO8 3/4"6"3 1/4"6"x6"x1/4" T.S. POST,(4 POSTS TOTAL EACH SIDE)2"x2"x1/4" T.S.H.D. CONC. CAPH.D. CONC. CAPH.D. CONC. CAP12"x12"x1/4" STL.PLATE W/ 4 ANCHORSEMBEDDED IN CONC.8"18' - 8"8"8"6' - 0"8"20' - 0"20' - 0"8"18' - 8"8"8"6' - 0"8"20' - 0"2' - 11"2"2' - 11"3' - 2"2"3' - 2"FINISH GRADEELEVATED PLANTINGAREA2"2' - 11"2"2' - 11"2"3' - 2"2"3' - 2"2"2' - 11"2"2' - 11"2"5"2' - 11"2"2' - 11"20' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS1' - 6"1"1"2A102Sim2A102Sim2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS(BENCH STRUCTURE IS SIMULAR ON OPPOSITE SIDE)8x8x16 CHISEL FACE CMU BLOCK (ACCENT BAND -TO MATCH COLOROF BUILDING)8x8x16 SMOOTH FACE CMU BLOCK (TO MATCH COLOR OF BUILDING)5"2"6' - 0"2"6' - 6"2"6' - 0"2"5"2' - 11"2"2' - 11"3' - 2"2"3' - 2"2' - 11"2"2' - 11"6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKPLANSCALE: 1/4" = 1'-0"9' - 0"5' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"SPILL CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)RAMP UP1:125' - 4"6' - 0"5' - 0"CONC. SIDEWALKPRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"9' - 0"UNLOADING ZONE5' - 0"9' - 0"9' - 0"UNLOADING ZONE9' - 0"9' - 0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)6' - 0"32' - 4"6' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"PLANSCALE: 1/4" = 1'-0"HDC SIGN @ EACH HDCPARKING STALL, SEE 4/A1036' - 0"9'-4" V.I.F.6' - 0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPERAMP UP1:12RAMP UP1:1218' - 0"6' - 0"SPILL CURB6" CONC. CURBADA DETECTABLE WARNINGPLATE W/ TRUNCATEDDOMES (POWDER COATEDCOLOR TO BE DETERMINED)9' - 0"9' - 0"9' - 0"PRECAST CONC.WHEEL STOP, TYP.@ ALL HDC PARKING STALL LOCATIONS2' - 0"2x4 REDWOOD PLANKINGW/ REDWOOD SPACERS2x2x3/16 T.S. KNEE BRACE,SEE ELEVATIONS2x2x3/16 T.S. HORIZONTALBAR 6x6x1/4 T.S.POST2x2x3/16 T.S. HORIZONTALBAR, SEE ELEVATIONSH.D. CONC. CAP.8x8x16 SMOOTH FACE CMU BLOCK8x8x16 CHISEL FACECMU BLOCK12x12x1/4" STL. PLATEW/ 4 CONC. ANCHORSNOTE:ALL STL. CONNECTIONSARE TO BE WELDED .ELEVATED PLANTING AREA2x2x3/16 T.S. VERTICALBAR @ INTERMEDIATELOCATIONS BETWEENT.S. POSTS6x17-1/2x3/16" STL PLATE W/1 1/2" LONG SCREWS @ EA.REDWOOD PLANKJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:05 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA102BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 1/2" = 1'-0"A1021PARK BENCH DETAIL 1/4" = 1'-0"A1023HDC PARKING W/ 5' UNLOAD ZONE (J&H OFFICE) 1/4" = 1'-0"A1024HDC PARKING W/9' UNLOAD ZONE (FRONT OF GROCERY STORE) 1/4" = 1'-0"A1025HDC PARKING W/ 9' UNLOAD ZONE (TYP. OF 3) 1 1/2" = 1'-0"A102RE: 1/ A1022PARK BENCH SECTIONREVISION SCHEDULENO: DESCRIPTION: DATE: BY: STEEL HANDICAP PARKINGSIGN (WHITE SYMBOLS ANDLETTERS ON BLUEBACKGROUND)STEEL POST SET INCONCRETE BASETOP OF CURB/WALK ORFINISH GRADE12" DIA. x 24" CONC. BASE.SLOPE TO DRAINPERMITREQUIRED$100 FINEVANACCESSIBLEHANDICAPPEDPARKING ONLYVAN ACC.SIGN2'-0"1'-6"6"1'-0"2'-0"1'-0"6'-0"ONLYSIGNSBETWEENCARSCOMPACT1' - 2"30" MIN.3'-0" MIN. TO FINISH GRADE1' - 4"1 1/2" HIGH HELVETICALETTERS (BLACK ON WHITE)4"x2" KALCOLOR BRONZEANODIZED ALUMINUM FRAME W/ FIBERGLASS INSERT (BY BESTSIGN SYSTEMS MFG., MONTROSE, CO.)OR APPROVED EQUIVALENT12"x12"x6" CONCRETE SETTING BLOCKNOTE:SIGN SHOWN IS TYPICAL OF TWO(2). SIGN WILL BE MIRRORED ATOPPOSITE ENDS OF PARKING.TRASH RECEPTACLEBOTTOM VIEWMOUNTING DETAIL*Available in powder coat and DuraCoat finishes40.6745.46FRONT VIEWTOP VIEW12.12PERSPECTIVESTEEL FLAT BARVERTICAL STRAPSSTL. DOMESTL. ROUND BARSTL. FLAT BAR SUPPORT RINGSSTAINLESS STL.MOUNTING PLATECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTOR*Available in powder coat and DuraCoat finishes71 O.C.33.7772FRONT VIEW1720.87 CENTEROF HOLESRIGHT SIDE VIEW26.37TOP VIEWSTL. FLAT BARSEAT STRAPSSTL. SUPPORTPIPESPERSPECTIVECORROSION-RESISTANTANCHORING HARDWAREBY GENERAL CONTRACTORPARK BENCHPLANSCALE: 1/4" = 1'-0"6" CONC. CURB4" WIDE YELLOWPARKING STRIPE16'-0" MIN.SPILL CURB9' - 0"9' - 0"9' - 0"COMPACTCOMPACTCOMPACTCOMPACT PARKING STALLSIGNAGE, SEE DTL.2/A103CONCRETE CURB SET 1/4" BELOWTOP OF PAVERS AND CONTROLJOINTS AS REQUIREDPERMEABLE CONCRETE PAVERS2 3/8" MIN. THICKNESSGEOTEXTILE 12" WIDE, TURNUP AGAINST CURB1" THICK BEDDING SANDCOMPACTED AGGREGATE BASE4" MIN. THICKNESSGEOTEXTILE AS REQUIREDCOMPACTED SOIL SUBGRADENOTES:1.THICKNESS OF BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE.COLDER CLIMATES MAY REQUIRE THICKER BASES.2.CUNSULT GEO-TECH REPORT FOR GUIDELINES AND SPECIFICATIONSFOR BASE MATERIALS, SUBGRADE SOIL AND BASE COMPACTION.4' - 0"FINISH GRADEFINISH GRADENOTE:1.EXPOSED SIDE OF CMU RETAINING WALLTO MATCH THE H.D. CONC BLOCK COLORON THE BUILDINGS.2. REFER TO SITE GRADING PLAN TO DETERMINEHEIGHT OF WALL AND LOCATIONS TO STEPTHE WALLH.D. CONC. WALL CAP8x8x16 CHISEL FACE CMU BLOCK RETAINING WALL(GROUTED FULL)PROPERTY LINESOME LOCATIONSJOB NO:CHECKED:DRAWN:Copyright © 2016 Springer Group Architects, P.C.STATUS:12/12/2016 9:29:48 AM1324 E. Main St., Bozeman Montana12-13-2016RSSGAM15-004AA103BLACKMOREMARKETPLACE BUILDINGSITE DETAILSDESIGN SET 3/4" = 1'-0"A1034HDC PARKING SIGN 1" = 1'-0"A1032COMPACT CAR PARKING SIGN 1" = 1'-0"A1033TRASH RECEPTACLE DETAIL 1" = 1'-0"A1035STL. PARK BENCH DETAIL 1/4" = 1'-0"A1031TYP. COMPACT PARKING STALL 1" = 1'-0"A1037PERMEABLE PAVERS @ COURTYARD 3/4" = 1'-0"A1036DECORATIVE RETAINING WALL - STEPPED WALLREVISION SCHEDULENO: DESCRIPTION: DATE: BY: