Loading...
HomeMy WebLinkAbout18499 Civil & Landscape PlansFFG//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////E6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6S/////////////////////////////////////////////////////////E12SD E24SDE18SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDESD PERFESD PERFESD PERFESD PERFESD PERFESD PERFESD PERF ESD PERFESD PERF ESD PERFESD PERFESD PERFESD PERFESD ESD ESD ESD ESD ESDESDESDERDESD ESD ESD ESDESDERD ERD ERD ERDESDESDESDESD ESDESDESDESD ESD ESD ESD ESDESDESD ESD ESDERDERDERDERDERDERDERDERDE12SDE12SDE12SDESSESSESSESSESSESSESSBCTVBCTVBCTV BCTVBCTVBCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCT V BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BFBPBPBPBP BPBPBPBPBPBPBPBPBP BPBPBPBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BT BT BTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTB TGASGASGASGASGAS GAS GASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GASOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH P O H P OH POHPE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6W E6WE6WE2FIRE ///////////////////////////////////////////////////////////////////////////////////////////// /// /// ///////////////////////////////////////////////////////////////////////////////////////////////////GASGASGASGASBPBPBPBPBTBTBTBTBTBT BT>>>>REMOVE ±72 SY OFEXISTING CONCRETESIDEWALKPROTECT EXISTINGJUNCTION BOXDURING CONCRETEREMOVALPROTECT EXISTING UTILITIESDURING SITE REMOVALS &CONSTRUCTION (TYP)REMOVE ±54 LFCURB AND GUTTERPLUS ±12 SY ASPHALTFOR NEW APPROACHREMOVE ±1 SYCONCRETE PADREMOVE ±1 SYCONCRETE PADREMOVE EXISTING TREES(5 TOTAL) & COORDINATESALVAGE OR RELOCATIONREQUIREMENTS WITHLANDSCAPE DRAWINGSCOORDINATE RELOCATIONOF EXISTING GUY ANCHORSWITH NORTHWESTERN ENERGYCOORDINATE SERVICERELOCATION WITHNORTHWESTERN ENERGYREMOVE ±90 LFCURB & GUTTERPLUS ±88 SYOF ASPHALTREMOVE EXISTING TREE & COORDINATESALVAGE OR RELOCATION REQUIREMENTSWITH LANDSCAPE DRAWINGSREMOVE ±32 LFCURB AND GUTTERREMOVE EXISTING TREES(9 TOTAL) & COORDINATESALVAGE OR RELOCATIONREQUIREMENTS WITHLANDSCAPE DRAWINGSREMOVE EXISTING TREES &BRUSH AREAS (7 TOTAL) &COORDINATE SALVAGE ORRELOCATION REQUIREMENTSWITH LANDSCAPE DRAWINGSREMOVE EXISTING TREES &SHRUBS (11 TOTAL) &COORDINATE SALVAGE ORRELOCATION REQUIREMENTSWITH LANDSCAPE DRAWINGSREMOVE EXISTING TREES &SHRUBS (9 TOTAL) &COORDINATE SALVAGE ORRELOCATION REQUIREMENTSWITH LANDSCAPE DRAWINGSEXISTING CRUSHED FINESPEDESTRIAN TRAIL (TYP)EXISTINGOVERHEADPOWER (TYP)EXISTING TOP-OF-BANKGRADE BREAK (TYP)EXISTING TOE-OF-SLOPEGRADE BREAK (TYP)COORDINATE RELOCATIONOF EXISTING UTILITIES,AS REQUIRED, WITHUTILITY OWNER(S)8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACKS 88°19'39" E37.95'S 1°52'11" W29.14'N 88°39'24" W 200.41'S 1°39'17" W129.94'N 88°34'52" W116.07'N 1°36'25" E285.53'D = 9°29'15"L = 228.97'R = 1382.74'CB = N 76°07'11" ECH = 228.70'8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK483 0 48304825 4825 482048154820 4815 48254820 482048154810480548304825482048154810N 81°02'18" E98.94'S 1°57'49" W 67.88'N 88°19'39" W 37.84'S 1°52'11" W136.49'EX SD MH #M.E04.00034RIM = ±4826.5021" RCP INV IN (E) = ±4816.1024" RCP INV OUT (W) = ±4816.02EX SD INLET #I.E04.00098TBC = ±4815.10GRATE @ FL = ±4814.6112" RCP INV OUT (NW) = ±4811.31EX 36" Ø SS MH #E0432RIM = ±4816.366" CLAY INV IN (E) = ±4811.366" CLAY INV OUT (W) = ±4811.31EX 36" Ø SS MH #E0431RIM = ±4827.516" CLAY INV IN (E) = ±4818.566" CLAY INV OUT (W) = ±4818.43EX SD INLET #I.E04.00099TBC = ±4813.21GRATE @ FL = ±4812.7812" RCP INV IN (E) = ±4809.8812" RCP INV OUT (NW) = ±4809.88EX CONCRETEARCH BRIDGECROWN = ±4806.09EX CONCRETEARCH BRIDGECROWN = ±4804.70±426 LF EXISTING 6" VITRIFIED CLAYSANITARY SEWER MAIN@ ±1.67% SLOPE±335 LF EXISTING6" VITRIFIED CLAYSANITARY SEWER MAIN@ ±3.11% SLOPEEX SD MH #M.E04.00033RIM = ±4810.0412" RCP INV IN (SE) = ±4803.8924" RCP INV IN (E) = ±4803.8424" RCP INV OUT (W) = ±4803.74±388 LF 24" RCP STORM DRAIN@ ±3.18% SLOPECOORDINATE SERVICE RELOCATION WITHNORTHWESTERN ENERGY (SEE NOTE ).©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2019VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C100-Existing-Site-Feat+Topog.dwg Plotted by cooper krause on Jun/6/2019engineerssurveyorsplannersscientists5305.005C100BOZEMANMONTANATEEKDJMEE10/2018JAU10/10/20183 SITE REVISIONS06/07/2019 KDJEXISTING SITE FEATURES & TOPOGRAPHYRESIDENCE INN - BOZEMANKnow what'sbelow.before you dig.CallR11x17 HORIZONTAL SCALE: 1" = 60'CONTOUR INTERVAL = 1.00'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTEAST MAIN STREETVILLAGE DOWNTOWN BOU LEVARD LOT 13, BLOCK 30 (BEING 130' x 200') OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMANINCLUDING PORTIONS OF THE VACATEDRIGHT-OF-WAY OF CYPRESS AVENUE(156 FM 1816-1820)JACKPOT CASINO915 EAST MAIN STREETJACK / MAC INC.PO BOX 6429BOZEMAN, MT 59771-6429ZONING: B-21. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. REFERENCE ALL SURVEY MONUMENTS, SECTION CORNERS, 1/4 CORNERS, AND PROPERTYCORNERS PRIOR TO BEING DISTURBED BY CONSTRUCTION. ANY MONUMENTS AND CORNERSDISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A PROFESSIONAL LAND SURVEYOR(PLS) REGISTERED IN THE STATE OF MONTANA.3. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITIONTHAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.4. THE LOCATION, DEPTH, AND SIZE OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ISAPPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION, DEPTH, AND SIZE OFTHE UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORANY DAMAGE TO THE EXISTING FACILITIES DUE TO FAILURE TO LOCATE OR PROPERLY PROVIDEPROTECTION WHEN LOCATION IS KNOWN.GENERAL NOTES:NOTES BY SYMBOL:ABANDON EXISTING WATER SERVICE ATMAIN PER CITY OF BOZEMAN STANDARDS -SEE DETAIL 4 ON SHEET C640 FOR TRENCHRESTORATION REQUIREMENTSCOORDINATE REMOVAL OF EXISTINGPOWER POLE & GUY ANCHORS WITHNORTHWESTERN ENERGY1234PROTECT EXISTING LUMINAIRE, POLE, &CONCRETE BASE DURING CONSTRUCTIONLOT 2B, BLOCK 34 OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMAN(PLAT C-23-A21)MOUNTAIN VIEW BUILDING1019 EAST MAIN STREETLL PARTNERS LLC1007 EAST MAIN STREET, SUITE 202BOZEMAN, MT 59715-3813ZONING: B-2AMENDED LOT 1A-1, BLOCK 29 OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMAN(PLAT C-23-A21)PARKVIEW BUILDING1007 EAST MAIN STREETPARKVIEW CONDOGENERAL DELIVERYBOZEMAN, MT 59718-9999ZONING: B-2CONTROLPOINT NO.LOCALNORTHINGLOCALEASTINGELEVATION(FT)DESCRIPTION200 5018.102 10042.573 4820.90SURVEY CONTROL DATAHORIZONTAL DATUM:LOCAL COORDINATE SYSTEM - INTERNATIONAL FEETVERTICAL DATUM:NAVD 88 (CITY OF BOZEMAN DATUM = NAVD 88 - 19.4 FT)BASED ON MTSU CORS COMPUTED USING GEOID 12BTRANSFORMATION:COORDINATES, DISTANCES, AND BEARINGS ARE TRANSFORMED TO GROUND ATGRID NORTHING 524984.58' AND GRID EASTING 1573985.12'GRID COORDINATES DERIVED FROM GPS OBSERVATIONS WITH SURVEY-GRADERECEIVERS AND REFERENCED TO THE MONTANA COORDINATE SYSTEM, SINGLEZONE, NAD 83 (CORS) COMBINATION SCALE FACTOR:0.9994325X= SURVEY CONTROL POINTBLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"11EXISTING MONITORING WELL TO BEABANDONED BY OTHERS22222222222333445REMOVE ±30 SY OF CONCRETE TRASHENCLOSURE PAD, SIX (6) COLUMNS, GATES,& ±29 LF OF CURB & GUTTER -COORDINATE SALVAGE REQUIREMENTSWITH ADJACENT PROPERTY OWNER5LOT 13A-1AMENDED PLATC-23-A29 OF THENORTHERN PACIFIC ADDITIONZONING: B-2BLOCK FRONTAGE: MIXEDTOTAL SITE AREA: 1.742 ACRES(75,901 SF)207206.665.00' WIDE BUILDING SETBACK778.00' WIDE PARKING SETBACK6205204203202201200209810.00' WIDE BUILDING & PARKING SETBACK88201 5147.887 10046.283 4824.54YELLOW PLASTIC CAP (YPC) MARKED "C&H ENG 9518ES"202 5143.269 10246.588 4829.04BLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"203 5172.393 10247.590 4829.42BLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"208204 5173.538 10209.692 4829.92BLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"205 5241.250 10212.025 4830.42BLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"206 5240.279 10249.869 4830.59DURANAIL IN TBC207 5376.774 10254.250 4807.221-1/2" DIAMETER IRON PIPE (8" DOWN)208 5361.189 10156.523 4808.51YELLOW PLASTIC CAP MARKED "C&H ENG 9518ES"209 5306.344 9934.632 4804.81BLUE PLASTIC CAP (BPC) MARKED "MMI 16971 LS"LEGENDEXISTING ASPHALT SURFACEEXISTING CONCRETE SURFACEEXISTING CRUSHED FINES SURFACELOT 13A-2-1AMENDED PLAT C-23-A30OF THE NORTHERNPACIFIC ADDITIONTOWN PUMP803 EAST MAIN STREETSKY VIEW HOLDINGS LLC600 SOUTH MAIN STREETBUTTE, MT 59701-2534ZONING: B-2EX SD INLET #I.E04.00100TBC = ±4807.96GRATE @ FL = ±4807.3812" RCP INV OUT (N) = ±4804.039EX SD MH #M.E04.00032RIM = ±4808.3012" RCP INV IN (S) = ±4801.8015" RCP INV IN (N) = ±4801.8018" RCP INV IN (W) = ±4801.8024" RCP INV OUT (E) = ±4801.65910EXISTING SD INLET #I.E04.00110TBC = ±4807.79GRATE @ FL = ±4807.0812" RCP INV OUT (S) = ±4803.681010/17/2018LINDLEY PARKV I L L AG E D OW N T OW N P A R K 11PLAT C-23-A21 SHOWS A 20' UTILITY EASEMENT FOR OVERHEAD POWER OVER A PORTION OF THEEXISTING OVERHEAD POWER LINES ALTHOUGH WITHOUT A DEDICATION STATEMENT ON THE PLAT.NO OTHER EASEMENT DOCUMENTATION HAS BEEN FOUND OR PROVIDED BY NORTHWESTERNENERGY. OWNER AND NORTHWESTERN ENERGY ARE COORDINATING TO PROVIDE A RELEASE OFSAID EASEMENT AS PART OF REMOVAL/RELOCATION OF OVERHEAD POWER LINES. (SAID EASEMENTNOT SHOWN AS TIES ARE NOT PROVIDED ON PLAT C-23-A21)11SITE PLAN REVISION #3 - 06/07/2019 COMPACT ONLYN88°34'52"W 116.07'S1°39'17"W 129.94'S88°39'24"E 200.41'N1°52'11"E 29.14'N88°19'39"W 37.95'N1°57'49"E 67.88'S88°19'39"E 37.84'N1°52'11"E 136.49'S81°02'18"W 9 8 . 9 4 ' L =2 2 8 .9 7 ,R =13 8 2 .7 4Δ=9 °2 9 '1 5 "N1°36'25"E 285.53'////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////// /// /// ///E6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6S///////////////////////////E24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDESD PERFESD PERFESD PERFESD PERFESD PERFESD PERFESD PERFESD PERF ESD PERFESD PERF ESD PERF ESD PERFESD PERFESDESDESDESDESDESDESDESDERDESDESDESDESDESDERDERDERDERDESDESDESDESDESDESDESDESDESDESDESDESDERDERDERDE12SDE12SDE12SDESSESSESSESSESSBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTGASGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE2FIRE////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// // ///////////////////////////////GASGASGASBPBPBPBTBTBTBTBT>>>>COMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYTJFFEGG1.32:11.90:14 8 2 6 4815481048054825 4820 4815 4810 GRAVEL TRAIL8.00' WIDEPARKING SETBACK5.00' WIDEPARKING SETBACK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK10.00' WIDEBUILDING & PARKINGSETBCK8.00' WIDEPARKING SETBACK5.00' WIDEBUILDING SETBACK8.00' WIDEBUILDING SETBACK5.00' WIDEBUILDING SETBACK10.00' WIDEBUILDING & PARKINGSETBACK4.09:14. 0 4 : 1 483 1 4831 4831 4832483048324834483048304 8 2 5 482548254815482048108S8S8SSDSDSDSDSDSDSDSDSD8S8S8S8S8S8S8SD4WS4WS4WS4WS4WS4WS4WS6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE4WS 4WS BPBPBPBPBPBPBPBPBPBPBPRDRDRDWHYDRDRDSDSDRDGASGASGASGASBFBFBFBFBTBTBTBTBTBCTVBCTVBCTVBCTVBFBFBFBFBFBFBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBTBTBTBCTVBCTVGRAVEL TRAILGRADEBREAK (TYP.)INLET (TYP.)SEE PLUMBINGPLANS10.00'.2CATCH CURB & GUTTERSPILL CURB & GUTTERLAYDOWN CURB & GUTTERCURB & GUTTER TRANSITIONEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR47264725.5047244723.50©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2019VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C400-C420-Site-Grading-Plan.dwg Plotted by kevin d. jacobsen on Jun/6/2019engineerssurveyorsplannersscientists5305.005C400BOZEMANMONTANACPKJAUKDJ10/20181 SITE REVISIONS01/25/2019 CPK2 SITE REVISIONS04/19/2019 CPK3 SITE REVISIONS06/07/2019 CPKOVERALL GRADING AND DRAINAGE PLANRESIDENCE INN- BOZEMANKnow what'sbelow.before you dig.CallR11x17 HORIZONTAL SCALE: 1" = 40'GRAPHIC SCALE0(IN FEET)10 2010201 INCH = 20 FTEAST MAIN STREET FF = 4820.00I, THE APPLICANT, CERTIFY THAT TO THE BEST OF MY KNOWLEDGE,INFORMATION AND BELIEF, THE RESIDENCE INN HOTEL SITE IS INACCORDANCE WITH THE APPLICABLE ADA REGULATIONS.GENERAL NOTES1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH MONTANA PUBLIC WORKSSTANDARD SPECIFICATIONS (MPWSS), SIXTH EDITION, AND CITY OF BOZEMANMODIFICATIONS TO MPWSS, LATEST EDITION.2. LOCATIONS OF EXISTING OVERHEAD AND BURIED UTILITIES SHOWN ON THISDRAWING ARE APPROXIMATE, AND SHALL BE VERIFIED AND MARKED UNDER THEDIRECTION OF THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ANDSHALL REPAIR ANY FACILITIES DAMAGED DURING PERFORMANCE OF THE WORK.3. ALL STORM DRAIN INLETS AND MANHOLES SHALL BE THE SIZE INDICATED, ANDCONSTRUCTED PER CITY OF BOZEMAN STANDARD DETAILS:CURB INLET (2' X 3'): DETAIL # 02720-1ACURB INLET (3' DIA.): DETAIL # 02720-1CURB INLET (4' DIA.): DETAIL # 02720-1BDROP INLET (2' DIA.) : DETAIL # 02720-2MANHOLE: DETAIL # 02720-3 PREFERRED; #02720-4 AS NEEDEDMANHOLES INDICATING “RIM=” SHALL HAVE SOLID COVERS, THOSEINDICATING “GRATE=” SHALL HAVE SLOTTED (GRATED) COVERS, AND THOSEINDICATING “TBC=” SHALL HAVE CURB INLET TYPE SLOTTED COVERS.4.ALL PIPES LABELED "SD" (STORM DRAIN) ARE 12" DIA. OR LARGER. STORM DRAINPIPE SHALL BE DUAL WALLED, SMOOTH INTERIOR POLYETHYLENE PIPE. USE HPSTORM, AS MANUFACTURED BY ADS.5. ALL ROOF DRAINS SHALL CONNECT TO STORM DRAIN PIPING ON SITE AT 1.00% MIN.SLOPE. MINIMUM PIPE SIZE IS 6 INCH. USE SCH. 40 WITHIN 5 FEET OF BUILDING ANDSDR 35 BEYOND. INSTALL CLEANOUTS AT 100-FOOT MAX. SPACING. COORDINATEPIPE LENGTHS AND LOCATIONS WITH THE ARCHITECTURAL PLANS AS REQUIRED TOCOLLECT ALL DOWNSPOUTS. CONNECT TO STORM DRAIN PIPE WITH WYE FITTING.6.SPOT ELEVATIONS ALONG CURB & GUTTER ARE TOP BACK OF CURB (TBC)ELEVATIONS FOR STANDARD (FULL HEIGHT) CURB, UNLESS INDICATED OTHERWISE.CURB FLARES, FLUSH CURBS AND TRANSITIONS MAY ALSO INCLUDE EDGE OFGUTTER (EG) ELEVATIONS. TO OBTAIN EG ELEVATION FOR STANDARD CURBSECTION, SUBTRACT 0.60' (SPILL CURB) OR 0.38' (CATCH CURB) FROM TBCELEVATIONS ON PLAN. SEE DETAIL 1 ON SHEET C640.7.LANDSCAPE SHALL BE GRADED TO DRAIN AWAY FROM ALL BUILDINGS. 8" OFBUILDING FOUNDATION REVEAL SHALL BE PROVIDED UNLESS OTHERWISE NOTED.8. FOR CLARITY, SPOT ELEVATIONS HAVE BEEN TRUNCATED TO TWO DIGITS BEFORETHE DECIMAL. ADD BASE ELEVATION OF 4800.00 FEET TO REACH ACTUALELEVATIONS ON PROJECT DATUM.WEST - SEE SHEET C410EAST - SEE SHEET C420MATCH LINEDOWNTOWN VILLAGE BLVDFF = 4830.0010/17/2018WEST - SEE SHEET C410 NORTH - SEE SHEET C425 VILLAGE DOWNTOWN PARKLINDLEY PARKSITE PLAN REVISION #3 - 06/07/2019 N88°34'52"W 116.07'S1°39'17"W 129.94'S88°39'24"E 200.41'N1°52'11"E 29.14'N88°19'39"W 37.95'N1°57'49"E 67.88'S88°19'39"E 37.84'N1°52'11"E 136.49'S81°02'18"W 98.94'L=228.97,R=1382.74Δ=9°29'15"N1°36'25"E 285.53'COMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLY COMPACT ONLY COMPACT ONLY COMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLY COMPACT ONLY COMPACT ONLYT JFFEGGDBPBPBPBPBPBPBPBPBPBPBPHYD GAS GAS GAS GASBFBFBFBFBTBTBTBTBTBCTVBCTVBCTVBCTV BFBFBFBFBFBFBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBFBTBTBTBCTVBCTV////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////// //////////////////////////////////////////////////////////////////////////////E6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6SE6S/////////////////////////////////////////////////////////E12SD E24SDE18SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDE24SDESD PERFESD PERFESD PERFESD PERFESD PERFESD PERFESD PERF ESD PERFESD PERF ESD PERFESD PERFESD PERFESD PERFESD ESD ESD ESD ESD ESDESDESDERDESD ESD ESD ESDESDERD ERD ERD ERDESDESDESDESD ESDESDESDESD ESD ESD ESD ESDESDESD ESD ESDERDERDERDERDERDERDERDERDE12SDE12SDE12SDESSESSESSESSESSESSESSBCTVBCTVBCTV BCTVBCTVBCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCT V BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBF BF BF BF BF BF BF BF BF BF BF BF BF BFBPBPBPBP BPBPBPBPBPBPBPBPBP BPBPBPBP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BPBTBTBTBTBTBTBT BT BT BT BT BT BT BT BT BTBT BT BT BT BT BT BT BT BT BT BTGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTB TGASGASGASGASGAS GAS GASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GASOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOH P O H P OH POHPE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6WE6W E6WE6WE2FIRE ////////////////////////////////////////////////////////////////////////////////////////// /// /// ///////////////////////////////////////////////////////////////////////////////////////////////////GASGASGASGASBPBPBPBPBTBTBTBTBTBT BT>>>>24.50'9.00'(TYP)18.50'18.50'24.50'18.50'5' WIDE TRAIL25.00'9.00'20.00'R4.00'(TYP)R2.50'(TYP)R4.00'(TYP)R4.00'R15.00'R4.00'16.50'16.50'8.00'(TYP)9.00'(TYP)R4.00'R15.00'24.00'44.41'11.09'R4.00'16.50'8.00'(TYP)18.50'9.00'9.00'R10.00'24.00'18.50'9.00'(TYP)R20.00'20.00'24.00'5.37'7.50'20.00'24.84'32.50'20.00'20.00'6.50'4.96'11.00'5.00'9.50'20.00'9.50'(TYP)23.17'18.50'10.50'5.00'9.00'5.00'11.00'24.88'18.50'9.00'(TYP)6' WIDESIDEWALKPROPERTYBOUNDARY8.00' WIDEPARKINGSETBACK5.00' WIDEBUILDINGSETBACK8.00' WIDEPARKINGSETBACK5.00' WIDEBUILDINGSETBACK8.00' WIDEPARKINGSETBACK5.00' WIDEBUILDINGSETBACK5.00' WIDEBUILDINGSETBACK8.00' WIDEPARKINGSETBACK5' SIDEWALK25.00'9.50'9.00'9.50'9.50'9.50'9.50'9.50'9.50'9.50'9.00'9.00'9.00'9.50'9.50'9.00'(TYP)8.30'18.06'MODIFIED SNOW STORAGEAREA FOR ADJACENTPROPERTYMODIFIED SNOWSTORAGE AREA FORADJACENT PROPERTY10.00'FENCE ONRETAINING WALL (TYP.)SEE ARCHITECTURALSHEETSR4.00'R2.00'PLAZA AREA= 855 SQ.FT.(SEE ARCH PLANS)PLAZA AREA= 888 SQ.FT.(SEE ARCH. PLANS)©2880 Technology Blvd. W.Bozeman, MT 59718Phone: (406) 587-0721Fax: (406) 922-6702SHEET NUMBERPROJECT NUMBERDRAWING NUMBERDRAWN BY:CHK'D. BY:APPR. BY:DATE:Q.A. REVIEWDATE:BY:COPYRIGHT MORRISON-MAIERLE, INC.,2019VERIFY SCALE!THESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLY!REVISIONSDATEDESCRIPTIONNO.BYN:\5305\005\ACAD\Sheets\Civil\5305005-C500-Overall-Site-Plan.dwg Plotted by kevin d. jacobsen on Jun/6/2019engineerssurveyorsplannersscientists5305.00516C500BOZEMANMONTANATEEKDJMEE10/2018JAU10/10/20181 SITE REVISIONS01/22/2019 TEE2 SITE REVISIONS04/19/2019 TEE3 SITE REVISIONS06/07/2019 KDJOVERALL SITE LAYOUT PLANRESIDENCE INN - BOZEMAN= NUMBER OF STANDARDPARKING SPACES IN ROWOR GROUPX1. ALL IMPROVEMENTS ON THIS PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH THE MONTANAPUBLIC WORKS STANDARD SPECIFICATIONS, 6TH EDITION DATED APRIL 2010 (MPWSS); THE CITY OFBOZEMAN MODIFICATIONS TO THE MPWSS; AND THE PROJECT SPECIFICATIONS.2. THE CONTRACTOR SHALL RESTORE ALL ROADWAY SURFACES TO EQUAL OR BETTER CONDITIONTHAN EXISTED PRIOR TO EXCAVATION AS DETERMINED BY AGENCY, OWNER, AND/OR ENGINEER.3. ASPHALT, CONCRETE CURB, AND SIDEWALK SHALL BE SAW CUT OR NEAT CUT AS APPROVED BYAGENCY AND/OR ENGINEER.4. ALL TEXT AND FEATURES SHOWN SHADED ARE EXISTING. SEE SHEET C100 FOR MORE COMPLETEDEPICTION OF EXISTING CONDITIONS.5. BASE COURSE AND SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRYDENSITY AS DETERMINED BY ASTM D 698.6. CONSTRUCTION JOINTS SHALL BE PLACED AT TEN FOOT (10') INTERVALS ALONG TANGENT CURBSECTIONS AND A MINIMUM OF 5.25' WITHIN THE RADIUS OF ANY CURVES, HAVING A MINIMUM DEPTHOF THREE-QUARTER INCHES (3/4") AND WIDTH OF ONE-EIGHTH INCH (1/8").7. ONE-HALF INCH (1/2") EXPANSION JOINT MATERIAL SHALL BE PLACED AT ALL PC'S, PT'S, CURBRETURNS, AND AT NOT MORE THAN 300' INTERVALS. THE EXPANSION JOINT MATERIAL SHALLEXTEND THROUGH THE FULL DEPTH OF CURB AND GUTTER.8. NO CURB AND GUTTER SHALL BE PLACED WITHOUT A FINAL FORM INSPECTION BY THE OWNER,THEIR AUTHORIZED REPRESENTATIVE, AND/OR THE CITY OF BOZEMAN (AS REQUIRED).9. CONCRETE SHALL BE CLASS M-4000.10. EXTEND CRUSHED BASE COURSE BEYOND THE BACK OF CURB A MINIMUM DISTANCE OF NINEINCHES (9"). MINIMUM THICKNESS OF CRUSHED BASE COURSE BENEATH CURB AND GUTTER SHALLBE SIX INCHES (6").GENERAL NOTES:NOTES BY SYMBOL:TRANSFORMER PAD: COORDINATELOCATION & CONSTRUCTIONREQUIREMENTS WITHNORTHWESTERN ENERGY10' x 30' CLEAR VISION TRIANGLETRASH ENCLOSURE: REFER TOARCHITECTURAL DRAWINGS FORCONSTRUCTION DETAILSBICYCLE PARKINGCONCRETE PAD: 5 SPACESREFER TO DETAIL 6 ON SHEET C6602345678MAINTENANCE BUILDING: REFER TOARCHITECTURAL DRAWINGS FORCONSTRUCTION DETAILS26-INCH THICKNESS CONCRETE DRIVEWAYAPPROACH PER CITY OF BOZEMANSTANDARD DRAWING NO. 02529-56-INCH THICKNESS, INTEGRALLY COLORED,STAMPED CONCRETE PEDESTRIAN CROSSINGREFER TO DETAIL 5 ON SHEET C640INDOOR BICYCLE PARKING: 18 SPACES9SNOW STORAGE AREA PILEMARRIOTTRESIDENCEINN= NUMBER OF COMPACTPARKING SPACES IN ROWOR GROUPXc1011LEGENDEXISTING ASPHALT SURFACEEXISTING CONCRETE SURFACEPROPOSED STANDARD DUTY ASPHALT PAVEMENT SURFACEREFER TO DETAIL 2 ON SHEET C640PROPOSED CONCRETE SURFACEREFER TO DETAIL 1 ON SHEET C650EXISTING CRUSHED FINES SURFACEPROPOSED CRUSHED FINES SURFACEKnow what'sbelow.before you dig.CallR11x17 HORIZONTAL SCALE: 1" = 60'GRAPHIC SCALE0(IN FEET)15 3015301 INCH = 30 FTEAST MAIN STREETVILLAGE DOWNTOWN BOU LEVARD LOT 13, BLOCK 30 (BEING 130' x 200') OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMANINCLUDING PORTIONS OF THE VACATEDRIGHT-OF-WAY OF CYPRESS AVENUE(156 FM 1816-1820)JACKPOT CASINO915 EAST MAIN STREETJACK / MAC INC.PO BOX 6429BOZEMAN, MT 59771-6429ZONING: B-2LOT 2B, BLOCK 34 OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMAN(PLAT C-23-A21)MOUNTAIN VIEW BUILDING1019 EAST MAIN STREETLL PARTNERS LLC1007 EAST MAIN STREET, SUITE 202BOZEMAN, MT 59715-3813ZONING: B-2AMENDED LOT 1A-1, BLOCK 29 OF THENORTHERN PACIFIC ADDITIONTO THE CITY OF BOZEMAN(PLAT C-23-A21)PARKKVIEW CONDOGENERAL DELIVERYBOZEMAN, MT 59718-9999ZONING: B-2.14151416LOT 13A-2-1AMENDED PLAT C-23-A30OF THE NORTHERNPACIFIC ADDITIONTOWN PUMP803 EAST MAIN STREETSKY VIEW HOLDINGS LLC600 SOUTH MAIN STREETBUTTE, MT 59701-2534ZONING: B-2PARKVIEW BUILDING1007 EAST MAIN STREETTHIS SITE HAS BEEN DESIGNED TO BE ACCESSIBLE TOINDIVIDUALS WITH DISABILITIES IN ACCORDANCE WITHTHE AMERICANS WITH DISABILITIES ACT.134567899PEDESTRIAN RAMP - APRON STYLEREFER TO DETAIL 2 ON SHEET C65010PEDESTRIAN RAMP - RETURN CURB STYLEREFER TO DETAIL 3 ON SHEET C6501112PEDESTRIAN RAMP - FULL WIDTH ISLANDSTYLE - REFER TO DETAIL 4 ON SHEET C650121213PEDESTRIAN RAMP - PARALLEL STYLE WITHPARKING - REFER TO DETAIL 5 ON SHEET C65013145.00' WIDE BUILDING SETBACK158.00' WIDE PARKING SETBACK1610.00' WIDE BUILDING & PARKING SETBACK66345c7c9c10233514421c459b5b= NUMBER OF BIKEPARKING SPACES INROW OR GROUPXb11/28/2019SITE SUMMARYPROJECT DATA1.742 ACRES (±75,901 SF)INDOOR PARKING AREA = ±15,186 SF (20.00%)PUBLIC SPACE = ±8,953 SF (11.80%)LEVEL 2 GROSS FLOOR AREA = ±23,520 SF (30.99%)LEVEL 3 GROSS FLOOR AREA = ±22,772 SF (30.00%)LEVEL 4 GROSS FLOOR AREA = ±22,772 SF (30.00%)727$/*5266)/225$5($ “6)_)/225$5($5$7,2 PER EACH GUEST ROOM115 (1.1 SPACES PER EACH GUEST ROOM)EMPLOYEE PARKING5 (1 SPACE / EMPLOYEE ON MAXIMUM SHIFT)BAR AREA (150 SF)3 (1 SPACE / 60 SF OF INDOOR PUBLIC SERVING AREA)PATIO AREA (240 SF)2 (1 SPACE / 120 SF OF OUTDOOR AREA)ALLOWABLE REDUCTION FORLANDSCAPING IN LIEU OF PARKING-1 (1 SPACE / 350 SF OF STREETSCAPING)TOTAL PARKING REQUIRED124 TOTAL VEHICLE SPACESACCESSIBLE PARKING REQUIRED5 (101 - 150 PARKING SPACES | 3 STD & 2 VAN ACCESSIBLE)BICYCLE PARKING REQUIRED13 (10% OF REQUIRED VEHICLE PARKING WITHOUT REDUCTIONS)SURFACE LOT STANDARD SPACES39 (9.00' x 18.00' WITH CURB OR 9.00' x 20.00' WITH INTERLOCK)SURFACE LOT COMPACT SPACES21 (8.00' x 16.00' MINIMUM WITH CURB)SURFACE LOT ACCESSIBLEPARKING SPACES2 STANDARD SPACES & 1 VAN SPACE(STD: 9.00' x 18.00' MIN | VAN: 11.00' x 18.00' - EACH W/ 5.00' AISLE)SURFACE LOT BICYCLE SPACES5 MIN OR 10 WITH DOUBLE PARKINGGARAGE LOT STANDARD SPACES29 (9.00' x 20.00')GARAGE LOT COMPACT SPACES1 (9.00' x 18.00')GARAGE LOT ACCESSIBLEPARKING SPACES1 STANDARD SPACE & 1 VAN SPACE(STD: 9.00' x 20.00' | VAN: 11.00' x 20.00' - EACH SHARE 5.00' AISLE)GARAGE LOT BICYCLE SPACES18 WALL MOUNTTOTAL PARKING PROVIDED95 TOTAL VEHICLE SPACES (COMPACT PARKING 23.2% OF TOTAL)ACCESSIBLE PARKING PROVIDED3 STANDARD & 2 VAN SPACES (5 TOTAL)TOTAL BICYCLE PARKING SPACES23 (MIN) OR UP TO 28SHARED PARKING PROVIDEDFROM ADJACENT PROPERTY29 (124 REQUIRED SPACES - 95 PROVIDED SPACES)TOTAL PARKING REQUIREDTOTAL PARKING PROVIDEDTOTAL SITE AREAMARRIOTT RESIDENCE INN104 GUEST ROOMSPARKING DATAASPHALT & CONCRETEBUILDING (ROOF & CANOPY)TOTAL IMPERVIOUS AREALANDSCAPED & TRAIL AREASURFACE IMPERVIOUS AREA±32,656 SF (43.0%)±26,737 SF (35.2%)±59,387 SF (78.2%)SURFACE PERVIOUS AREA±16,664 SF (22.0%)OVERALL BUILDING HEIGHT = 55.1 FEETZONING: B-2 | BLOCK FRONTAGE TYPE: MIXEDZONING & BLOCK FRONTAGE TYPE±1,753 SF (2.31%) | PLAZA AREA PEDESTRIAN-ORIENTED OPEN SPACEUSABLE COMMERCIAL OPEN SPACELINDLEY PARKVILLAGE DOWNTOWN PARK2175.00' WIDE WALKABLE WIDTH WITH2.00' VEHICLE OVERHANG17171717171718PLAZA AREA: REFER TO ARCHITECTURALDRAWINGS FOR CONSTRUCTION DETAILS16999999919OUTDOOR PATIO AREA: REFER TOARCHITECTURAL DRAWINGS FORCONSTRUCTION DETAILS19192020PROPOSED 10.00' WIDEPUBLIC UTILITY EASEMENT21PROPOSED 10.00' WIDEPUBLIC UTILITY EASEMENT INCLUDINGJOG AROUND TRANSFORMERPROPOSED 20.00' WIDEWATER PIPE AND ACCESS EASEMENT2221221818SITE PLAN REVISION #3 - 06/07/2019 COMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLY COMPACT ONLY COMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLYCOMPACT ONLY COMPACT ONLY COMPACT ONLY //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /// ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////ARCHITECT15200 52nd Ave. SouthSuite 300Seattle, WA 98188Phone 206.766.8300JEFFREY A.AIAWILLIAMSPROJECT #:DRAWN BY:CHECKED BY:FILE NAME: THESE DRAWINGS WERE PREPARED FOR THEPROJECT IN . © JOHNSON BRAUND, INC. THEY ARE NOT INTENDED FOR USE ON ANY OTHER PROJECT. Rev.Date Description OWNER/APPLICANT:STAMPNO. DATE DESCRIPTION SET ISSUANCE 1 04.12.2019 PERMIT SET C:\Users\grege\Documents\1821_MRI Bozeman MT_180607_grege.rvt 12/3/2018 2:30:17 PM BOZEMAN HOTEL GROUP, LLC SITE ADDRESS : 815 E. MAIN STREETBOZEMAN, MONTANA 59715 RESIDENCE INN BOZEMAN MT 1821RESIDENCE INN BOZEMAN MT 1735 S 19TH AVENUE, SUITE B BOZEMAN, MT 59718Project:18BRC01208.288.2181E101REETS/DSELECTRICAL SITEPHOTOMETRICPLANStatisticsDescription Avg Max Min Max/Min Avg/MinCalc Zone #2 2.6 fc 17.5 fc 0.0 fc N/A N/ACalc Zone #2 0.1 fc 0.8 fc 0.0 fc N/A N/ACalc Zone #3 0.0 fc 0.0 fc 0.0 fc N/A N/AScheduleSymbol Label Manufacturer Catalog NumberDescriptionLampLumens Per LampWattageP1PHILIPS LIGHTING, LITTLESTOWNCXFxx64-G2-5N7-16Swan Pendant LED (CXFxx), 64 LEDs, TYPE 5 OPTICS, 4000K(4) LEDGINE 3.1 LIGHT ARRAY OF 16 LEDs (LUXEON T) DRIVEN AT 700mA12976136.5P2PHILIPS LIGHTING, LITTLESTOWNCXFxx64-G2-4N7-H-16Swan Pendant LED (CXFxx), 64 LEDs, TYPE 4 OPTICS, W/ HOUSE-SIDE SHIELD , 4000K(4) LEDGINE 3.1 LIGHT ARRAY OF 16 LEDs (LUXEON T) DRIVEN AT 700mA10936137WP1Lithonia Lighting DSXW2 LED 30C 1000 40K T3M MVOLTDSXW2 LED WITH 3 LIGHT ENGINES, 30 LED's, 1000mA DRIVER, 4000K LED, TYPE 3 MEDIUM OPTICLED11279109WP2Lithonia Lighting DSXW2 LED 30C 700 40K T3M MVOLTDSXW2 LED WITH 3 LIGHT ENGINES, 30 LED's, 700mA DRIVER, 4000K LED, TYPE 3 MEDIUM OPTICLED819971WP3IntrigueLEDECF WAS 37LED 40 D OL UNV BRZ375090WP4IntrigueLEDEC WAS 26CFL D OL UNV BRZ180031 ARCHITECT15200 52nd Ave. SouthSuite 300Seattle, WA 98188Phone 206.766.8300JEFFREY A.AIAWILLIAMSPROJECT #:DRAWN BY:CHECKED BY:FILE NAME: THESE DRAWINGS WERE PREPARED FOR THEPROJECT IN . © JOHNSON BRAUND, INC. THEY ARE NOT INTENDED FOR USE ON ANY OTHER PROJECT. Rev.Date Description OWNER/APPLICANT:STAMPNO. DATE DESCRIPTION SET ISSUANCE 1 04.12.2019 PERMIT SET C:\Users\grege\Documents\1821_MRI Bozeman MT_180607_grege.rvt 12/3/2018 2:30:17 PM BOZEMAN HOTEL GROUP, LLC SITE ADDRESS : 815 E. MAIN STREETBOZEMAN, MONTANA 59715 RESIDENCE INN BOZEMAN MT 1821RESIDENCE INN BOZEMAN MT 1735 S 19TH AVENUE, SUITE B BOZEMAN, MT 59718Project:18BRC01208.288.2181E102REETS/DSELECTRICAL CUTSHEETS ARCHITECT15200 52nd Ave. SouthSuite 300Seattle, WA 98188Phone 206.766.8300JEFFREY A.AIAWILLIAMSPROJECT #:DRAWN BY:CHECKED BY:FILE NAME: THESE DRAWINGS WERE PREPARED FOR THEPROJECT IN . © JOHNSON BRAUND, INC. THEY ARE NOT INTENDED FOR USE ON ANY OTHER PROJECT. Rev.Date Description OWNER/APPLICANT:STAMPNO. DATE DESCRIPTION SET ISSUANCE 1 04.12.2019 PERMIT SET C:\Users\grege\Documents\1821_MRI Bozeman MT_180607_grege.rvt 12/3/2018 2:30:17 PM BOZEMAN HOTEL GROUP, LLC SITE ADDRESS : 815 E. MAIN STREETBOZEMAN, MONTANA 59715 RESIDENCE INN BOZEMAN MT 1821RESIDENCE INN BOZEMAN MT 1735 S 19TH AVENUE, SUITE B BOZEMAN, MT 59718Project:18BRC01208.288.2181E103REETS/DSELECTRICAL CUTSHEETS THIS DRAWING IS THE INTELLECTUAL PROPERTY OF IN-SITE DESIGN GROUP. DO NOT COPY OR REPRODUCE IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF IN-SITE DESIGN GROUP. COPYRIGHT© 2006 17 North 470 West American Fork, Utah 84003801.756.5043 www.in-sitedesigngroup.com TS ETA O TNFOM CETIHCRA EPACSDNAL DESNECILTCory B. Whiting # 10629 A N A6-07-19 PROJECT NO. 18-142 RESIDENCE INN- BOZEMAN LANDSCAPE PLANS- SITE PLAN SUBMITTAL AND CONDITIONAL USE 815 EAST MAIN, LOT 13A-1, BLOCK 30, PLAT C-23-A29 NORTHERN PACIFIC ADDITIONS CITY OF BOZEMAN, GALLATIN COUNTY, MONTANA ZONED B-2 SHEET INDEX SHEET # DESCRIPTION DATE PREPARED REVISIONS LS1.0 LS1.1 LS2.1 LS3.1 LS4.1 LS4.2 LANDSCAPE AREA PLAN PLANTING PLAN IRRIGATION PLAN PLANTING DETAILS IRRIGATION DETAILS IRRIGATION DETAILS DEVELOPER: BOZEMAN HOTEL GROUP, LLC C/O WILL RALPH, PE, LEED AP 1735 SOUTH 19TH AVENUE, SUITE B BOZEMAN, MT. 59718 (406)582-8100 CIVIL ENGINEER: MORRISON-MAIERLE C/O MATT EKSTROM 2880 TECHNOLOGY BLVD. W. BOZEMAN, MT. 59718 (406)587-0721 LANDSCAPE ARCHITECT: IN-SITE DESIGN GROUP C/O CORY WHITING 17 NORTH 470 WEST AMERICAN FORK, UT. 84003 (801)756-5043 PROPERTY OWNER: JBL, LLC 1007 EAST MAIN STREET SUITE 202 BOZEMAN, MT. 59715 ARCHITECT: JOHNSON BRAUND, INC. C/O JEFFREY WILLIAMS, NASHVILLE OFFICE 2550 MERIDIAN BOULEVARD, SUITE 270 FRANKLIN, TN. 37067 ELECTRICAL: DC ENGINEERING C/O RYAN EWING 440 E CORPORATE DRIVE MERIDIAN, ID. 83642 1/29/19 1/17/19 1/17/19 1/17/19 1/17/19 1/17/19 PER SECTION 38.550.100, REQUIRED LANDSCAPING MUST BE MAINTAINED IN A HEALTHY, GROWING CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. HOWEVER, THE CITY FORESTRY DEPARTMENT IS RESPONSIBLE FOR PRUNING OR REMOVING ANY TREE IN A CITY RIGHT-OF-WAY OR PARK. ANY PLANT THAT DIES MUST BE REPLACED WITH ANOTHER LIVING PLANT THAT COMPLIES WITH THE APPROVED LANDSCAPE PLAN. 6/07/19 6/07/19 6/07/19 4/19/19 1/29/19 1/29/19 SITE PLAN REVISION #3- 06/07/2019 T J F F E WWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBTBTBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// ///// /// ///////// ////// /// ////// /// /// /// /// /// ///ESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D ES D ES D ES D ES D //////////////////////// G PARKING LOT LANDSCAPE PROVIDED PER SECTION CODE 38.550.050.C.2 SET BACK LINE PARKING LOT LEGEND QTYSYMBOL 99 SPOTS X 20SF/SPOT= 1980 SFAMOUNT OF INTERNAL PARKING LOT LANDSCAPE NEEDED: 2,775 SFAMOUNT OF INTERNAL PARKING LOT LANDSCAPE MIN. 8'X8' 1 SPOT X 350SF/SPOT= 350 SFAMOUNT OF ENHANCED PARKING LOT LANDSCAPE NEEDED: 984 SFAMOUNT OF RIGHT OF WAY ENHANCED LANDSCAPE 7,284 SFALL OTHER LANDSCAPE AREA 10,570 SFTOTAL LANDSCAPE AREA SCALE: 0 1"=20'-0" ON 24X36 SHEET 20'20'40'60'THIS DRAWING IS THE INTELLECTUAL PROPERTY OF IN-SITE DESIGN GROUP. DO NOT COPY OR REPRODUCE IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF IN-SITE DESIGN GROUP. COPYRIGHT© 2006architects@in-sitedesigngroup.com17 North 470 West American Fork, Utah 84003801.756.5043 www.in-sitedesigngroup.comPRELIMINARY PLAN - NOT FOR CONSTRUCTIONTSETAOTNFOMCETIHCRA EPACSDNALDESNECILT Cory B.Whiting# 10629ANA6-07-19BOZEMAN-MT815 E. MAIN ST.RESIDENCE INNAREA PLANLANDSCAPELS1.0 18-142 6-07-201901-16-201901-07-2019 10-22-18 CBW JEV 3 3 SITE PLAN REVISION #3- 06/07/2019 3 3 3 3 T J F F E 8S8S8S8S8S8S8S8S8S8S8S8S8S8SSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSTORM DRAIND 4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE6FIRE4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WS4WSBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP WWWWWWWWWHY DRD RD RD RD RD RD RDSD SDSDSDSDSDSDSDSDSDSDSDSDSDSDRDRDRDRDRDRDGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBFBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BP BP BP BP SD ///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ///////// ///// /// ///////// ////// /// ////// /// /// ////// /// ///ESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDESDES D ES D ES D ES D ES D BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBCTVBF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBF BFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBFBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BP BPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBPBP BP BP BP BP BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT BT BT BT BT BT BT AS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT AS GAS GAS GASGAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS P OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP OHPOHPOHP OHPOHPOHP OHPOH P OHP OH P OH P 6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W E6W EE1WSE1WSE1WSE1WSE1WSE1WSE1WS//////////////////////// G SITE TRIANGLE PROPOSED HOTEL MAINTENANCE/ TRASH AREA- SEE ARCHITECTURAL PLANS -SEE ARCHITECTURAL PLANS MULCH BEDS (TYP) MULCH BEDS (TYP) EXISTING LANDSCAPE MULCH BEDS (TYP) SEE CIVIL FOR TREE DEMO PLAN Δ= 9° 29'15" L=228.97' CB=N76°07' 11" E VH= 228.70' N 81° 02'18" E 98.94' S 1° 52'11" W 136.49' N 88° 19'39" W 37.84' S 1° 57' 49" W 67.88' S 88° 19' 39" E 37.95' S 1° 52' 11" W 29.14' N 88° 39' 24" W 200.41' S 1° 39' 17" W 129.94' N 88° 34' 52" W 116.07' N 1° 36' 25"E 285.53' LANDSCAPE SCREEN 4'W X 6'H PER CITY CODE SECTION 38.550.050.C.2 MATERIAL IN THIS AREA WILL GROW TO COVER AT LEAST 60% OF THE BLANK WALL WITHIN 3 YEARS MATERIAL ALONG WEST SIDE OF BUILDING WILL GROW TO COVER AT LEAST 60% OF THE BLANK WALL WITHIN 3 YEARS MATERIAL ALONG NORTH SIDE OF BUILDING WILL GROW TO COVER AT LEAST 60% OF THE BLANK WALL WITHIN 3 YEARS PROVIDE AN EXHIBIT THAT CLEARLY SHOWSTHE CALCULATIONS OF LANDSCAPING IN LIEUOF PARKING TO PERMIT THE REDUCTION OF 3 PARKING STALLS (SEC. 38.540.050.A.3). ALL TREES ARE PLANTED 4' MINIMUM FROM PARKING LOT PAVING PER CODE SECTION 38.550.050.C.2 GAS METER- SCREENING FROM RIGHTS OF WAY PROVIDED BY ADJACENT LANDSCAPING ELECTRIC METER- SEE ARCHITECTURAL PLANS FOR SCREENING RETAINING WALL- SEE CIVIL AND ARCHITECT PLANS RETAINING WALL- SEE CIVIL AND ARCHITECT PLANS GREASE TRAP- SEE CIVIL FOR EXACT LOCATION PLANTER AND BENCH- SEE CIVIL AND ARCHITECT PLANS BIKE RACK- SEE CIVIL AND ARCHITECT PLANS BENCH- SEE CIVIL AND ARCHITECT PLANS FIRE HYDRANT- SEE CIVIL PLANS ROCK MULCH IN PLANTING AREA DECORATIVE FENCE AND WALL ALONG PROPERTY LINE- SEE CIVIL AND ARCHITECT PLANS TREE LEGEND SYMBOL BOTANICAL NAME/COMMON NAME EVERGREEN SHRUB LEGEND SYMBOL BOTANICAL NAME/COMMON NAME ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK 33 5 GAL 1'X6' YES SHRUB LEGEND SYMBOL BOTANICAL NAME/COMMON NAME SPIRAEA X BUMALDA 'FROBELII' FROEBEL SPIREA 26 5 GAL 4'X5' -- CORNUS ALBA 'BAILHALO' IVORY HALO DOGWOOD 28 5 GAL 6'X6' -- CORNUS STOLONIFERA 'FARROW' ARCTIC FIRE DOGWOOD 10 5 GAL 4'X4' -- PRUNUS BESSEYI 'PAWNEE BUTTES' WESTERN SAND CHERRY 36 5 GAL 1'X5' YES POPULUS TREMULOIDES QUAKING ASPEN 23 2" CAL 40'X20' YES PINUS MUGO 'SLOWMOUND' MUGO PINE 30 5 GAL 3'X3' YES RIBES ALPINUM ' GREEN MOUND' GREEN MOUND ALPINE CURRANT 69 5 GAL 3'X3' -- SPIRAEA JAPONICA 'LITTLE PRINCESS' LITTLE PRINCESS JAPANESE SPIREA 13 5 GAL 3'X3' -- TURF LAWN/PLANTER LEGEND TURF / BLUEGRASS KENTUCKY BLUEGRASS - MIN. 3 VARIETIES. ROCK OR COLORED WOOD MULCH PER OWNER 3" DEPTH SPREAD IN ALL PLANTER AREASNOT SHOWN QTY PER PLAN PER PLAN SYMBOL PRUNUS VIRGINIANA 'CANADA RED' CANADA RED CHOKECHERRY 3 2" CAL 20'X25' YES PICEA PUNGENS 'GLOBOSA' DWARF GLOBE BLUE SPRUCE 6 5 GAL 3'X5' -- PERENNIALS/GRASS LEGEND SYMBOL BOTANICAL NAME/COMMON NAME CALAMAGROSTIS X ACUTIFLORA 'KARL FORESTER' FEATHER READ GRASS 139 1 GAL 4'X3' YES HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS 80 1 GAL 2'X2' YES HEMEROCALLIS X 'STELLA DE ORO' STELLA DE ORO DAYLILY 138 1 GAL 1'X2' YES LEUCANTHEMUM X SUPERBUM 'SNOWLADY' SNOWLADY SHASTA DAISY 27 1 GAL 1'X1' YES SALVIA X SUPERBA 'MAY NIGHT' MEADOW SAGE 73 1 GAL 2'X2' YES JUNIPERUS SCOPULORUM 'MEDORA' MEDORA JUNIPER 71 8' HT 15'X4' YES TOTAL POINTS REQUIRED:23 DESCRIPTION POINTS PERFORMANCE POINTS 38.550.60. B.1.a INSTALLATION OF 50% OR GREATER OF THE SURFACE AREA OF THE SETBACK WITH DROUGHT TOLERANT SPECIES OF HERBACEOUS PERENNIALS, AND GRASSES ACCEPTING OF MAINTENANCE BY ANNUAL MOWING AND LIMITED IRRIGATION; 38.550.60. B.1.b. INSTALLATION OF DROUGHT TOLERANT SPECIES FOR GREATER THAN 75% OF THE THE NUMBER OF TREES AND SHRUBS. 38.550.60. B.1.d. ONE POINT WILL BE AWARDED FOR EACH MATURE TREE EXISTING ON SITE OVER SIX INCHES IN CALIPER WHICH IS PRESERVED BY THE PROPOSED DESIGN OF THE SIDE DEVELOPMENT. 38.550.60. B.2. LANDSCAPE SETBACK COMBINATION FROM TABLE 38.550.060-2 38.550.60. B.4 FOUNDATION PLANTINGS OBSCURE >70% OF THE BUILDING PERIMETER 38.550.60. C.3 PUBLICLY ACCESSIBLE SPECIAL PEDESTRIAN FACILITIES AND FEATURES SUCH AS PLAZAS. COURTYARDS, COVERED WALKWAYS, FOUNTAIN, SEATING AREAS, AND OUTDOOR RECREATION FACILITIES. 173 SF / 75900SF LOT= 2% 38.550.60. D.1. ALL SURFACE PARKING LOTS, AS DEFINED IN SECTION 38.700.170 OF THIS CHAPTER ON THE BUILDING SITE, ARE LANDSCAPED IN ACCORDANCE WITH THIS SUBSECTION D IN ADDITION TO THAT LANDSCAPING REQUIRED IN SECTION 38.550.050 TOTAL POINTS EARNED: 3 5 2 10 2 4 10 36 MATURE HxW WATER WISE/NATIVE SIZEQTY MATURE HxW WATER WISE/NATIVE SIZEQTY MATURE HxW WATER WISE/NATIVE SIZEQTY MATURE HxW WATER WISE/NATIVE SIZEQTY PLANT TYPE QTY. WATER % WATER SMART SMART TREES 98 98 100% SHRUBS/PERENNIALS 781 584 74.8% TURF -- -- -- WATER SMART PLANTS PICEA PUNGENS GLAUCA 'BABY BLUE EYES' BABY BLUE EYES COLORADO BLUE SPRUCE 1 6' HT 18'X8' YES AMELANCHIER ALNIFOLIA 'OBELISK' STANDING OVATION SERVICEBERRY 33 5 GAL 15'X4' YES CALAMAGROSTIS X ACUTIFLORA 'AVALANCHE' FEATHER READ GRASS 12 1 GAL 4'X3' YES ASTER DUMOSUS CUSHION ASTER 27 1 GAL 1'X2' -- NOTE: THE ENTIRE LANDSCAPE FOR THIS PROJECT HAS BEEN DESIGNED WITHOUT ANY TURF GRASS.  THIS WILL REDUCE THE OVERALL WATER DEMAND AND SAVE A LOT OF WATER.  A MAJORITY OF PLANTS THAT HAVE BEEN SPECIFIED ARE NATIVE AND/OR WATER CONSERVING PLANTS.  IN ADDITION, THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH LOW FLOW WATER CONSERVING POINT SOURCE DRIP IRRIGATION.  THE DRIP IRRIGATION DESIGN WILL CONSERVE A LOT OF WATER AS WELL AS REDUCE MAINTENANCE COSTS OF THE PLANTED AREAS.  THE TABLE ABOVE SHOWS ESTIMATED WATER USE BY PLANT TYPE AND SIZE.     RHUS AROMATICA 'GRO-LOW' GRO-LOW FRAGRANT SUMAC 6 5 GAL 3'X8' YES LANDSCAPE NOTES 1. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES OF ALL MATERIALS FOR BIDDING AND INSTALLATION PURPOSES. IF DISCREPANCIES EXIST, THE PLAN SHALL DICTATE. 2. PLANT MATERIAL TO BE INSTALLED PER PLANT LEGEND. ANY SUBSTITUTIONS TO BE APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT. 3. NEW AUTOMATIC UNDERGROUND IRRIGATION SYSTEM TO BE INSTALLED PRIOR TO LANDSCAPE INSTALLATION TO ENSURE PROPER WATERING OF ALL LANDSCAPE AREAS. REFER TO IRRIGATION PLANS FOR SPECIFICS. 4. NEW LAWN AREAS TO BE SODDED WITH 100% KENTUCKY BLUEGRASS (MINIMUM OF 3 DIFFERENT VARIETIES). FINE LEVEL ALL AREAS PRIOR TO LAYING SOD. SEE SOD LAYING NOTES FOR MORE INFORMATION 5. SANDY LOAM TOPSOIL TO BE INSTALLED AT THE FOLLOWING DEPTHS: 6-12" IMPORTED SANDY LOAM TOPSOIL IN ALL NEW PLANTER AREAS AND 4" DEPTH OF SANDY LOAM TOPSOIL IN ALL NEW LAWN AREAS. INSTALL 15% COMPOSTED ORGANIC MULCH (BARK FINES) IN ALL TOPSOIL PRIOR TO SPREADING IN LAWN AND PLANTER ARES. 6. PLANTER BEDS TO BE EXCAVATED AS NECESSARY IN ORDER TO ALLOW FOR TOPSOIL, COMPOST AND ROCK/COLORED WOOD MULCH. THE FINISHED GRADE OF LAWN AREAS SHALL BE APPROX. 1" BELOW TOP OF LAWN EDGING, SIDEWALK OR OTHER PAVED AREAS. FINISHED GRADE OF PLANTER AREAS SHALL BE APPROX. 1" BELOW TOP OF CURB, SIDEWALK, OR OTHER PAVED AREA. 7. DEWITT 5 OZ. WEED BARRIER FABRIC TO BE INSTALLED IN ALL ROCK MULCH AREAS (FABRIC NOT REQUIRED IF COLORED WOOD MULCH IS USED). 8. TREES LOCATED IN LAWN AREAS SHALL HAVE A GRASS FREE TREE RING AROUND BASE OF TREE WITH 3" DEPTH OF COLORED WOOD MULCH. THE GRASS FREE RING FOR FLOWERING TREES SHALL BE 4' DIAMETER AND UP TO 6' DIAMETER FOR SHADE TREES WHERE APPROPRIATE. PULL MULCH MIN. 6" AWAY FROM ALL TREES. WEED BARRIER NOT REQUIRED IN TREE WELLS LOCATED IN LAWN AREAS. 9. IF HIGH WINDS ARE FREQUENT ON SITE, ALL TREES TO BE STAKED AT TIME OF PLANTING. SEE DETAILS FOR SPECIFICS. REMOVE STAKING WITHIN FIRST YEAR OR WHEN TREE IS ESTABLISHED. 10. SEE ARCHITECT AND CIVIL PLANS FOR ALL BUILDING AND SITE INFORMATION. 11. THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY THE HEIGHTS OF EXISTING OVERHEAD POWER LINES THAT MAY OBSTRUCT NEW TREES (IF ANY) AND SHALL ENSURE PROPER CLEARANCE FOR NEW TREES PLANTED UNDER POWERLINES. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE POWER COMPANY PRIOR TO PLANTING TREES. IF CONFLICTS EXIST, THE CONTRACTOR SHALL PROPOSE SMALLER/LOWER GROWING TREES TO THEOWNER AND POWER COMPANY FOR APPROVAL. 12. PROVIDING SUPPLEMENTAL WATERING TO ALL EVERGREEN TREES AND PLANTS DURING THE FIRST WINTER IS HIGHLY RECOMMENDED UNLESS THERE IS SUFFICIENT SNOW COVER AND MOISTURE. EVERGREENS CAN TEND TO DRY OUT AND DIE DURING THE ESTABLISHMENT PERIOD IF THEY ARE NOT HAND WATERED DURING THE WINTER MONTHS. CONSULT WITH A LOCAL NURSERY PROFESSIONAL AS NECESSARY TO DETERMINE HOW MUCH WATER IS NEEDED DURING THE WINTER MONTHS. 13. PER SECTION 38.550.100, REQUIRED LANDSCAPING MUST BE MAINTAINED IN A HEALTH GROWING CONDITION AT ALL TIMES. THE PROPERTY OWNER IS RESPONSIBLE FOR REGULAR WEEDING, MOWING OF GRASS, IRRIGATING, FERTILIZING, PRUNING AND OTHER MAINTENANCE OF ALL PLANTINGS AS NEEDED. HOWEVER, THE CITY FORESTRY DEPARTMENT IS RESPONSIBLE FOR PRUNING OR REMOVING ANY TREE IN A CITY RIGHT-OF-WAY OR PARK ANYPLANT THAT DIES MUST BE REPLACED WITH ANOTHER LIVING PLANT THAT COMPLIES WITH THE APPROVED LANDSCAPE PLAN. 1. LAY SOD WITHIN 24 HOURS OF BEING LIFTED. 2. LAY SOD IN ROWS WITH JOINTS STAGGERED. BUTT SECTIONS CLOSELY WITHOUT OVERLAPPING OR LEAVING GAPS BETWEEN SECTIONS. CUT OUT IRREGULAR OR THIN SECTIONS WITH A SHARP KNIFE. 3. LAY SOD FLUSH WITH ADJOINING EXISTING SODDED OR PAVED SURFACES. 4. AFTER SODDING HAS BEEN COMPLETED, ROLL HORIZONTAL SURFACE AREAS IN TWO DIRECTIONS PERPENDICULAR TO EACH OTHER WITH A 150 POUND SOD ROLLER. REPAIR AND RE-ROLL AREAS WITH DEPRESSIONS, LUMPS OR OTHER IRREGULARITIES. HEAVY ROLLING TO CORRECT IRREGULARITIES IN GRADE IS NOT PERMITTED. 5. WATER ALL SODDED AREAS IMMEDIATELY AFTER SOD LAYING TO OBTAIN MOISTURE PENETRATION THROUGH SOD INTO TOP 4" OF TOPSOIL. 6. PROVIDE ADEQUATE PROTECTION OF SODDED AREAS AGAINST TRESPASSING, EROSION AND DAMAGE OF ANY KIND. REMOVE THIS PROTECTION AFTER SODDED AREAS HAVE BEEN ACCEPTED BY THE OWNER. 7. REPLACE DAMAGED AREAS AT NO ADDITIONAL COST TO OWNER. SOD LAYING NOTES SCALE: 0 1"=20'-0" ON 24X36 SHEET 20'20'40'60'THIS DRAWING IS THE INTELLECTUAL PROPERTY OF IN-SITE DESIGN GROUP. DO NOT COPY OR REPRODUCE IN ANY WAY WITHOUT THE EXPRESS WRITTEN PERMISSION OF IN-SITE DESIGN GROUP. COPYRIGHT© 2006architects@in-sitedesigngroup.com17 North 470 West American Fork, Utah 84003801.756.5043 www.in-sitedesigngroup.comPRELIMINARY PLAN - NOT FOR CONSTRUCTIONTSETAOTNFOMCETIHCRA EPACSDNALDESNECILT Cory B.Whiting# 10629ANA6-07-19BOZEMAN-MT815 E. MAIN ST.RESIDENCE INNPLANTING PLANLS1.1 18-142 6-07-201901-16-201901-07-2019 10-22-18 CBW JEV 3 3 3 33 SITE PLAN REVISION #3- 06/07/2019 3 3 3 3 3 3