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HomeMy WebLinkAbout012 L1.1 605 E Bryant - LANDSCAPE PLANEOP B TOB B TOB TOB TOB TOB E EOP EOP EOP EOP EOP EOP EOPEOPEOP ECB B UGG B UGT B UGT UGT UGT UGT TPED SS BSS E SL B UGG UGG UGG UGGSLSS BSS E UGG E CB VG BVGVGVGVGVG E EOP B EOP EOPEOP EOP EOP EOP E SE SE SE CB E SE SE SE FF SE SE SE SE SE SE SE SE SE GB B GB GB GB GB GB GB E EOG B EOG TD 24 EOG EOG EOG EOG EOG TD 18 TD 20 SE TC 32 EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG E TD 50 FW B SE SE SE SE SE SE SE SE TOB B BOL BOL SE SE SE SE SE SETD 8 TD 8 TD 10 SE SE SE SE TD 12 FW SE SE SE SE TC 30 SE SE SE SE SE SE UGG B UGG UGT SE SE SE SE PP OHP BOHP1 B TOB EOP BFCL B FCL FCL E EOP EOP EOP EOP EOP E FW CB B CB E CB B CB CB OHP E TOB TOB TOB TOB TOB PP TOB E BOL CB CB CB CB CB CB CB CB CLSSE SE SE CO SE SE FF EOC B EOC EOC EOCEOC E SE SE SE SE SE SE SE SE SE SE SEPE B PE PEPE PE PEPEPE OHP1 OHP1 E GB B GB GB GB GB E TD 12TC 18 TD 12 TD 12 SE SE SE SE SE SE SE SE SE TOS B TOS TOSGA YPC NL SE SESE SE SE SE SE SE SE SE SE SE EOC B EOC E EOC B EOC E PE PE E SE SE SESE SE FF SE SE SE SE CB B CB UGG E CB E GM UGT ESE SESE FW E SE TD 15 TD 18 TBC BFL BEOP B SE SETBCFLEOP EOPFL TBC SE SETBCFLEOP EOPFL TBC SE SE TBCFLEOP EOP EOP EOP EOP EOP EOP EOP EOP TBC TBC TBC TBC E FL FL FL FL FL E SE SE SE TBC B FL B EOP FLTBC SESE TBC FL EOPEOP FL TBC SE SE TBC FL EOPEOP FL TBC SE SE SESE TBC DROPTBC DROPTBC DROPTBC DROPTBC FL FL FL EOPEOPEOPEOP FL TBC SE SE TBC E FL E EOP E CLR B CLR CLR CLR CLR CLR UGG UGG-MARKER CLR E MHS WV UGG B UGGUGG UGG UGG UGG UGGEOP B EOP EOP EOPEOPEOPEOP EOP E EOP B EOP EOP EOP EOP EOP E WV EOC B EOC EOC EOC EOC EOC EOC EOC EOC EOCEOCEOCEOCEOC CLS VG B VG VG VG VG E WV SIGN FH WV CLR B CLR CLR CLR CLRSETBC BFL B EOP B EOPFLTBC SE SE TBCFL EOP EOPFLTBC SE SE SE TBC TBC TBC TBC DROP TBC DROP TBC DROP TBC DROP TBC DROPTBCTBC FL EOP EOPFL FL FL FL FL FL FLFLFL EOP EOP EOP EOP E EOP BEOP FL TBCTBC FL EOPEOP FL TBCTBC FL EOPEOP FL TBCTBC E FL E EOP E SESE SE SE SE SE SE GB B DB B DB1 B GB1 B SE CO SE GB1 DB1 DB GB SE GB DB DB1 GB1 SE SE GB1 DB1 SE DB GB SE SE GB DB DB1 GB1 SE SE GB1 DB1 DB GB SE SE GB DB DB1 GB1 SESE GB1 DB1 DB GB SESE GB DB SE DB1 GB1 SE SE GB1 DB1 DB GB SE SE GB DB DB1 GB1 SE SE GB1 E DB1 E DB E GB E SE CB B CBCB CB CLS SE SE SE SE SE SE SE SE SE SE SE TOB B TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB TOB E EOG B EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG EOG E MB MB SE SE SE SE SE SESESE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE 4733.07' 4728.60' 4728.92' 4728.82' 4728.89' 4729.01' 4732.82' 4732.68' 4732.36' 4732.19' 4732.00' 4731.98' 4731.96'4732.63'4733.12'4733.85' 4732.45' 4732.61' 4731.96' 4731.70' 4731.54' 4731.52' 4731.58' 4731.45'4732.43' 4733.05' 4732.16' 4732.03' 4732.17' 4732.11'4732.38'4732.39'4732.82' 4733.02' 4733.12' 4732.35'4732.42'4732.76'4733.01'4733.28'4733.35' 4733.34' 4733.70' 4733.74'4733.81' 4733.80' 4733.55' 4733.31' 4733.60'4733.68' 4733.31' 4736.27' 4733.28' 4733.25' 4733.27' 4733.44' 4733.22'4733.10' 4733.41' 4733.24' 4733.33' 4732.84' 4732.56' 4732.47' 4732.62' 4732.34' 4732.42' 4732.36' 4733.22' 4733.70' 4733.51' 4733.52' 4733.30' 4733.42' 4733.97' 4733.01' 4732.39' 4732.42' 4732.41' 4732.58' 4732.81' 4732.59' 4732.33' 4732.96' 4732.65' 4732.80' 4733.34' 4733.09' 4733.14'4733.56' 4733.77' 4733.35' 4733.08'4733.07' 4733.43' 4733.60' 4733.49' 4733.37'4733.47'4733.28' 4733.54' 4733.35' 4734.19' 4731.43' 4732.21' 4731.41' 4732.46' 4733.52' 4733.69'4732.92' 4732.57' 4732.25' 4729.98' 4732.35' 4731.76' 4733.86' 4733.10' 4732.27' 4733.07' 4733.06' 4732.79'4732.64' 4732.80' 4733.01' 4732.98' 4732.99' 4733.16' 4733.04' 4733.12' 4732.99' 4732.82' 4732.71' 4732.51' 4732.35' 4732.76' 4732.42' 4732.72' 4733.40' 4732.47' 4732.34' 4732.31' 4732.09'4732.39' 4732.20' 4732.11'4732.16' 4731.38' 4731.60' 4732.43'4732.53'4732.52' 4729.90' 4732.81'4732.89' 4732.57' 4732.15' 4732.70' 4732.46' 4732.28'4732.37' 4732.54' 4735.86' 4733.15' 4733.22' 4741.48' 4740.80' 4740.38' 4733.22' 4730.09' 4730.48' 4729.74' 4729.62' 4729.42' 4736.13' 4729.08' 4732.37' 4729.92' 4730.06' 4730.48' 4730.44' 4731.60'4731.53' 4732.60' 4729.69'4732.38' 4732.88' 4733.01' 4732.79' 4732.60' 4731.98' 4734.74' 4733.21' 4732.91' 4732.95' 4732.98'4732.97' 4732.69' 4732.42' 4732.08' 4730.47' 4730.42' 4731.59' 4732.26' 4732.70' 4732.29' 4732.98' 4733.16' 4733.92' 4733.79' 4733.80' 4733.77' 4733.71' 4733.71'4733.65' 4733.53' 4736.14' 4733.08' 4730.96' 4730.99' 4730.84'4730.39' 4730.82' 4736.11'4737.35' 4735.86' 4736.35' 4731.33' 4731.09'4731.71' 4732.06' 4729.11' 4729.47' 4729.82' 4729.93' 4729.29' 4727.81' 4727.76' 4728.84'4728.84' 4729.89' 4731.16' 4732.48'4733.03' 4732.85' 4733.11' 4732.80' 4732.94' 4732.93' 4732.78' 4733.12' 4733.22' 4733.15' 4733.16' 4733.16'4733.15' 4733.15' 4733.05' 4732.95'4732.62' 4732.72' 4732.69'4732.70' 4732.63' 4735.66' 4732.76' 4732.62' 4732.52' 4732.44' 4733.83'4733.50' 4732.82' 4733.67' 4732.88'4732.85'4732.83' 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4733.42'4733.27'4733.33'4733.24' 4733.50'4733.52' 4733.32' 4733.26' 4733.36' 4733.46' 4733.52' 4733.20' 4733.01' 4732.89' 4732.95' 4732.96' 4733.07'4733.02'4732.98'4733.02'4732.99' 4732.81'4732.90'4732.86'4732.92'4732.92' 4732.96'4732.96'4732.83'4732.76'4732.79' 4733.15' 4734.01' 4733.47'4733.55' 4732.89' 4733.60' 4734.29' 4734.55' 4734.87'4735.33'4734.66'4734.22'4734.31' 4734.00'4733.92'4734.31' 4735.03' 4734.90'4734.15'4733.71'4733.81' 4733.67'4733.81'4734.11' 4735.07' 4735.16' 4734.20' 4733.40' 4733.56' 4733.54' 4733.38' 4733.22' 4733.15' 4733.14' 4733.27'4733.32'4733.38' 4733.29'4733.30' 4733.09'4733.06' 4733.01' 4733.13' 4733.13' 4732.99' 4732.89' 4732.86' 4732.89'4732.83' 4733.16' 4733.04' 4733.07' 4732.98' 4732.98'4733.05' 4732.92'4733.32'4733.54' 4733.08' 4733.18'4733.34' 4733.36' 4733.82'4733.94' 4733.49' 4733.49'4733.61' 4733.57' 4734.15'4734.10' 4733.60' 4733.66' 4734.58'4734.56' 4734.69' 4734.68' 4734.81' 4733.36' 4733.48' 4733.16' 4732.05' 4732.00' 4732.75' 4732.90' 4733.33' 4732.78' 4733.43' 4732.69' 4732.54' 4733.53' 4733.64' 4733.31' 4732.12' 4732.39' 4733.21' 4732.97' 4733.06' 4733.07' 4732.28' 4732.56' 4732.58' 4733.66' 4733.87' 4733.99' 4733.48' 4732.44' 4732.51' 4733.17' 4733.44' 4733.58' 4733.27' 4732.56' 4732.87' 4733.40' 4733.30' 4733.75' 4734.25' 4732.03' 4732.29' 4733.37' 4733.64' 4733.32' 4733.50' 4731.89' 4731.96' 4733.85' 4734.13'4733.79' 4733.63' 4732.87' 4732.29' 4732.23' 4732.69' 4733.20' 4733.46' 4732.75' 4732.51' 4732.37' 4733.86' 4733.94' 4733.97' 4733.77' 4732.65' 4732.76' 4732.98' 4733.12' 4733.06' 4733.03' 4732.85' 4732.78' 4733.60' 4733.78' 4733.90' 4734.27'4734.18' 4733.97' 4733.09' 4732.40' 4732.04' 4731.62' 4731.55' 4732.58' 4732.36' 4732.49' 4732.57' 4732.90' 4732.26' 4730.78' 4731.36' 4732.53' 4732.09' 4731.25' 4731.04' 4731.19' 4731.79' 4731.80' 4731.58' 4731.22' 4730.60' 4730.28' 4730.27' 4730.12' 4730.43' 4733.11' 4733.33' 4733.40' 4733.36' 4733.64' 4733.68'4733.85'4733.50'4733.54' 4733.37' 4732.89' 4732.98' 4733.00' 4732.96' 4733.41' 4733.56' 4733.80' 4733.80' 4733.56' 4733.22' 4733.14'4733.35' 4733.37' 4733.29' 4733.34' 4733.63' 4733.23' 4733.65' 4733.89' 4733.90' 4733.65' 4733.66' 4733.78'4733.62'4733.46' 4733.27' 4733.32' 4733.49'4733.66' 4733.49' 4733.23' 4733.66' 4733.93' 4732.33' 4732.47' 4732.29' 4731.89' 4732.30' 4731.25' 4732.21' 4732.54'4733.35' 4733.70' 47354736 MbMb4734 4734 4733 4733 4733 473447344733 4733 4 7 3 2 4733 473 2 47294729 4731473 2 4 7 3 3 473 3 47 3 4 4732473347334731 47344734 47304730473 0 473 5 473560000 60001 60002 60003 60004 60005 60006 60007 60008 60009 60010 60011 60012600136001460015 60016 60017 60018 60019 60020 60021 60022 6002360024 60025 60026 60027 60028 60029600306003160032 60033 60034 600356003660037600386003960040 60041 60042 6004360044 60045 60046 60047 60048 60049 60050 60051 60052 60053 60054 60055 60056 60057 60058 60059 60060 60061 60062 60063 60064 60065 60066 60067 60068 60069 60070 60071 60072 60073 60074 60075 60076 60077 60078 60079 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80141 80142 80143 80144 80145 80146 80147 8014880149801508015180152 80153801548015580156 80157 8015880159 80160 801618016280163 80164 80165 80166 80167 80170 80171 80172 80173 80174 80175 801768017780178 80179 80180 8018180182 80183 80184 80185 80186 80187 80188 8018980190 80191 80192 80193 80194 8019580196 80197 8019880199 80200 8020180202 80203 8020480205 80206 8020780208 80209 802108021180212 80213 8021480215 80216 80217 80218 80219 80220 80221 80222 80223 80224 80225 80226 80227 80228 80229 80230 80231 80232 80234 80235 80236 80237 80238 80239 80240 80241 80242 80243 80244 80245 80246 80247 80248 80249 80250 8025180252 80253 80254 80255 80256 80257 80258 80259 80260 80261 80262 8026380264 80265 80266 80267 80268 8026980270 80272 80273 80274 80275 80276 80277 80278 80279 80280 80281 80282 80283 80284 80285 80286 80287 80288 80289 80290 80291 80292 80293 80294 80295 80296 8029780298 80299 80300 80301 80302 80303 80304 80305 80306 80307 80308 80309 80310 80311 80312 80313 80314 80315 80316 80317 80318 80319 80320 80321 80322 80323 80324 80325 80326 80327 80328 80329 80330 80331 80332 80333 80334 80335 80336 80337 80338 80339 80340 80341 80342 80343 80344 80345 80346 80347 80348 80349 80350 80351 80352 80353 80354 80355 80356 80357 80358 803598036080361 80362 80363 80364 80365 80366 80367 80368 80369 80370 80371 80372 80373 80374 80375 80376 8037780378 600000 WV WV WV WV HY DTEL GM 60' FLOODPLAIN PER MAP BOOK J-42 EDGE OF CONC. GRAVEL DRIVE PLANTER FFE=4735.66' CONC. WALK BUILDING BUILDING BUILDING BUILDING FFE=4734.74' CONC. PATIO PLANTER BRYANT STREET GOLD AVENUEEDGE OF PAVEMENT. EDGE OF PAVEMENT. BUILDING EDGE OF PAVEMENT EDGE OFCONC. 30' UTILITY EASEMENT 15' FRONT SETBACK INDEX CONTOURCONTOUR MINOR (1' INTERVALS)PROPERTY LINEEASEMENT LINEFENCESEWER MAINSEWER SERVICEOVERHEAD POWERUNDERGROUND GASUNDERGROUND PHONEROAD CENTERLINETOP BACK OF CURBEDGE OF PAVEMENTEDGE OF GRAVELEDGE OF CONCRETEEDGE OF BUILDINGLEGENDFOUND MONUMENT AS NOTEDSEWER MANHOLESEWER CLEANOUTWATER VALVEFIRE HYDRANTBOLLARDPOWER POLEGUY ANCHORTELEPHONE PEDESTALTREE CONIFER (SIZE AS NOTED)TREE DECIDUOUS (SIZE AS NOTED)MAILBOXBOTTOM OF DITCHBACK OF CURB FFE=4733.44' UNDERGROUND GAS MARKER 10' UTILITY EASEMENT 3' SIDE SETBACK 3' REAR SETBACK S SSSS SSSS CO CO COWVHYDTELSMb PLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE PRUNE ALL BROKEN OR DAMAGED LIMBS BACKFILL - REMOVE ROCKS, TAMP, AND WATER TO ELIMINATE AIR POCKETS 2X BALL DIA FORM SAUCER WITH 3" CONT. RIM, FILL WITH WOOD MULCH UNLESS PLANTED IN BEDS. WIDTH HEIGHTPLANT SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE PAINT ALL CUTS OVER 1" DIA 2"-3" DIA WOOD STAKES DRIVEN (MIN 18") FIRMLY INTO SUBGRADE, TYP ATTACHED WITH ARBOR TIETM OR EQUIVALENT TIED WITH BOWLINE OR OTHER FIXED-LOOP KNOT AT TRUNK OF TREE FOR EACH STAKE STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT BACKFILL - REMOVE ROCKS, TAMP, AND WATER TO ELIMINATE AIR POCKETS MIN18"2X BALL DIA TRUNK HEIGHTOVERALL HEIGHTCANOPY WIDTH REMOVE BURLAP / WIRE / STRAPPING FROM TOP OF ROOTBALL. REMOVE NOTICEABLE WEEDS AND COVER WITH WOOD MULCH UNLESS PLANTED IN BEDS. ALL LANDSCAPING SHALL BE INSTALLED PER VWARC REQUIREMENTS, TYPICAL NOTE: CONTRACTOR RESPONSIBLE FOR VERIFYING UTILITY/ SERVICE LOCATIONS LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET PER IRC R401.3 GRADING NOTE:GRADING NOTE:TOP OF CONCRETE MUST BE A MINMUM OF 12" ABOVE STREET GUTTER DISCHARGE, PLUS A MINIMUM OF 2% SLOPE. GRADE, AND SURFACE DRAINAGE MUST START 6" BELOW TOP OF CONCRETE, AND PROVIDE DRAINAGE AT 2% MINIMUM FOR THE FIRST 10' OF GRADE FROM THE RESIDENCE PER IRC 401.3. EXISTING 2-BEDROOM HOUSE TO BE EXISTING 2-BEDROOM HOUSE TO BE REMODELED - MAINTAIN FOOTPRINT & REMODELED - MAINTAIN FOOTPRINT & NUMBER OF BEDROOMS/FIXTURESNUMBER OF BEDROOMS/FIXTURES(APPROXIMATE LOCATION)(APPROXIMATE LOCATION)LINE OF FLOOD PLAIN PER PLATLINE OF FLOODPLA IN PER PLATWATERCOURSE SETBACK SOD. BLVD.7' WIDE CONCRETE SIDEWALK9x18 PARKING STALL 9x18 PARKING STALL 9x18 PARKING STALL 9x18 PARKING STALL 9x18 PARKING STALL 9x18 PARKING STALL 10' - 0"14' - 0" 24' - 0" 5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 0"4' - 0" PATIO NEW BUILDNEW BUILD BLACK ROCKRED ROCKGREY ROCK WATERCOURSE SETBACK 35' - 0"TOP OF BANK RED MAPLE BLVD TREE OR SIMILAR PER C.O.B. RED MAPLE BLVD TREE OR SIMILAR PER C.O.B. 1 VISION TRIANGLE10' - 0"BIKE RACK SEE 4/C2.2 BOULDERS L1.1 4 3' - 0"5' - 0" PLANT LEGEND SYMBOL PLANT NAME (SCIENTIFIC)SIZE MATURE SPREAD QTYQTY DROUGHT TOLERANTSPACINGMATURE HEIGHT WATER NEEDS: EVAPOTRANSPIRATION X PLANT FACTOR = BASELINE WATERING RATE IN INCHES RUSSIAN SAGE(PEROVSKIA ATRIPLICIFOLIA)#1 (1 GAL)4' - 4'4 YESN/A3' IMAGE PLANT FACTOR .3 DROUGHT TOLERANCE: 75/80 = 93.75% EVAPOTRANSPIRATION IN BOZEMAN IN JULY: 8.35 WATER PER MONTH #2 (2 GAL)2' - 3'30 YES4'3' - 5'KARL FOERSTER(CALAMAGROSTIS X ACUTIFLORA) #2 (2 GAL)4'-5'YES3'-6'3'-4'PERENNIAL FLOWERS #1 (1 GAL)6" - 18"24 YES4'6" - 1'BLUE FESCUE GRASS(FESTUCA GLAUCA) 6 .3 .5 .5 394.40 SF YESRETENTION POND SEED MIX .3 2,458.19 SF YESNATIVE SEED MIX .3 537 SF YESPLANTING BEDS XX 1,068 SF YESSOD .5 XX 4.34" XX 4.175" YESN/A1< 20'-0"TRELLIS#1 (1 GAL)WESTERN CLEMATIS(CLEMATIS LIGUSTICIFOLIA) GENERAL LANDSCAPE NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL LANDSCAPE AREAS SHALL HAVE A PERMANENT UNDERGROUND IRRIGATION SYSTEM INSTALLED TO PROMOTE HEALTHY PLANT GROWTH AND WATER CONSERVATION. ALL TREES SHALL BE STAKED WITH A MINIMUM OF 2 STAKES PER TREE. TREES NOT PLANTED IN SHRUB OR PLANTING BEDS SHALL HAVE A 36" DIAMETER ORGANIC MULCH RING AROUND THE BASE. ALL PLANTING BEDS SHALL BE EDGED WITH STEEL EDGING AND BE LINED WITH PROFESSIONAL GRADE WEED FABRIC AND THEN COVERED WITH 3" MIN ORGANIC MULCH OR 1 1/2" COBBLE ROCK . ALL DISTURBED AREAS SHALL BE COVERED WITH A MINIMUM OF 6" TOPSOIL WITH NATIVE SEED MIX SPREAD POST CONSTRUCTION . ALL LAWN AREAS TO BE LOCALLY SOURCED SOD TURF, SEE GROUND COVER LEGEND RETENTION PONDS SHALL BE SEEDED TO A MIX OF GREAT BASIN WILD RYE, STREAMBANK WHEATGRASS, BIG BLUESTEM GRASS, SWITCHGRASS, SEDGES, RUSHES AND WET TOLERANT PERENNIALS. ALL SLOPES TO BE SEEDED THAT EXCEED A 3:1 SLOPE SHALL BE SEEDED AND HYDROMULCHED. NO TREE SHALL BE PLANTED WITHIN 10' OF WATER OR SEWER LINES. A UTILITY LOCATE SHALL BE DONE PRIOR TO STAKING TREE LOCATIONS AND PLANTING. ALL TREES SHALL BE PLANTED WITH ROOT FLARE AT GRADE. ALL STREET TREES SHALL COMPLY WITH CITY OF BOZEMAN FORESTRY REGULATIONS AND A PERMIT SHALL BE OBTAINED AS PER FORESTRY REQUIREMENTS. PERMIT TO BE OBTAINED BY CONTRACTOR. ALL PLANT MATERIAL SHALL MEET OR EXCEED NURSERY STOCK SIZE AND QUALITY SPECIFICATIONS AS SET FORTH BY AMERICAN NURSERY STANDARDS. ALL LANDSCAPING SHALL BE INSTALLED PER SUBDIVISION REQUIREMENTS, TYPICAL. 13. CONTAINER STOCK IS PREFERRED FOR ALL PLANTS. IFCONTAINER STOCK IS NOT AVAILABLE FOR TREES, THEN ALL B&BPLANT MATERIAL SHALL HAVE ALL WIRE, TWINE, OR OTHERCONTAINMENT MATERIAL, EXCEPT FOR 100% HEMP BURLAP,REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIORTO PLANTING. REMOVE THE TOP 2/3 OF THE HEMP BURLAP AFTERLACING PLANT IN THE PIT. 14. PLANTING SOIL FOR ALL PLANTING AREAS:a. DO NOT STORE BULK MATERIALS NEAR STRUCTURES, OVER EXISTING PLANTING, OVER UTILITIES, WALKWAYS AND PAVEMENTS.b. PROVIDE EROSION CONTROL MEASURES TO PREVENT DISPLACEMENT OF BULK MATERIALS, DISCHARGE INTO WATERWAYS OR SEWERS, AND AIRBORNE DUST.c. PREPARING PLANTING AREAS, AND SPREADING SOIL SHALL BE COMPLETED BY THE LANDSCAPE CONTRACTOR AND SUPERVISED BY THE GENERAL CONTRACTOR SO THAT GRADES ARE MET AS NOTED ON THE GRADING PLANS.d. ALL IMPORTED PLANTING AREA SOIL SHALL BE 2-WAY (60% SAND, 40% COMPOST) TOPSOIL FROM AN APPROVED SOURCE. PROVIDE A 1-QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTING ANY SOIL. TOPSOIL NOT MEETING INDUSTRY STANDARDS FOR COMPOSITION AND NUTRIENTS SHALL BEREJECTED.e. QUANTITY OF IMPORTED SOIL SHALL BE EQUAL TO A MINIMUM OF THREE (3) INCHES DEPTH IN ALL LANDSCAPE BEDS. THE SOIL INSTALLATION PROCESS OUTLINED BELOW SHALL COMBINE THIS QUANTITY OF IMPORTED SOIL WITH SUBSOIL TO RESULT IN AN EIGHT (8) INCH DEPTH OF PLANTING SOIL.f. SOIL INSTALLATION: APPLY TWO (2) INCHES OF APPROVED IMPORTED SOIL OVER PREPARED SUBGRADE. TILL IMPORTED SOIL INTO TOP TWO (2) INCHES OF SUBSOIL TO CREATE AMENDED SOIL. APPLY AN ADDITIONAL INCH (1) INCH OF IMPORTED SOIL OVER AMENDED SOIL, TO CREATE AN THREE (3) INCH LAYER OF PLANTING SOIL. ROLL AND RAKE SMOOTH. ENSURE NO ROCKS OR OTHER DEBRIS EXCEEDING 3 INCHES IN DIAMETER REMAIN.g. IF PREPARED SOIL OR PREPARED SUBGRADE IS RE-COMPACTED, RESTORE AS DIRECTED BY THE LANDSCAPE CONTRACTOR. 15. MULCH ENTIRE LANDSCAPE AREA TO A DEPTH OF 2 INCHES WITH AGGREGATE MULCH TO BE APPROVED BY LA. PROVIDE A 1-QUART SAMPLE FOR APPROVAL PRIOR TO IMPORTING ANY MULCH. 16. MULCH SHALL NOT BE ABOVE OR MORE THAN 1/2 INCH BELOW ADJOINING SURFACE. MULCH SHALL BE HELD BACK 2-3 INCHES FROM THE STEMS AND TRUNKS OF PLANTS. 17. ROOT BARRIER SHALL BE INSTALLED ON ALL TREES WITHIN 6' OF A CURB OR SIDEWALK. 18. DURING PLANTING OPERATIONS, KEEP ADJACENT PAVING AREAS CLEAN AND PROTECTED FROM DAMAGE. WORK AREA SHALL BE KEPT CLEAN AND ORDERLY. 19. DO NOT REMOVE NURSERY TAGS, STAKES, AND TIES UNTIL DIRECTED TO DO SO BY THE LANDSCAPE CONTRACTOR. 20. WARRANTY: INSTALLER AGREES TO WARRANTY PLANTING THAT FAILS IN MATERIALS, WORKMANSHIP OR GROWTH WITHIN A WARRANTY PERIOD OF 12 MONTHS FROM THE DATE OF PLANTING COMPLETION. 21. PLANT SYMBOLS SHALL DICTATE PLANT COUNT. 22. ALL LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN A LIVING CONDITION BY THE CONTRACTOR UNTIL FINAL OWNER ACCEPTANCE. 23. ALL LANDSCAPED AREAS TO BE FINISHED IN GRASS THAT EXCEED A MAXIMUM ALLOWABLE SLOPE OF 25 PERCENT GRADE MUST BE INSTALLED AS TURF SOD, OR HYDRO-SEED. IF HYDRO-SEED IS UTILIZED, ADDITIONAL EROSION CONTROL FABRIC (I.E., MATTING OR BLANKET OR EQUIVALENT THEREOF) MUST BE PROVIDED TO ENSURE A STABLE SLOPE FOR A MINIMUM OF ONE CALENDAR YEAR WHILE THE VEGETATION BECOMES ESTABLISHED. PER SEC. 38.550.050.L. GROUND COVER: ••••••• •••••• •• • •••••• • NATIVE SEED MIX:NATIVE SEED MIX:25% SLENDER WHEATGRASS, 25% SNAKE RIVER WHEATGRASS,15% NEVADA BLUEGRASS, 13% MOUNTAIN BROME GRASS, 10% WESTERN WHEATGRASS, 10%TICHSPIKE WHEATGRASS, 2% BLUE FLAX. PROPOSED: 3,898 SFPROPOSED: 3,898 SF RETENTION POND SEED MIX:RETENTION POND SEED MIX:GREAT BASIN WILD RYE, STREAMBANK WHEATGRASS, BIG BLUESTEM GRASS,SWITCHGRASS, SEDGES, RUSHES AND WET TOLERANT PERENNIALS++BOULDERS PER PLAN PROPOSED: 395 SFPROPOSED: 395 SF PLANING BEDS:PLANING BEDS:3" MIN ORGANIC MULCH OR 1 1/2" ROCK,LINE WITH PROFESSIONAL GRADE WEED FABRIC. PROPOSED: 537 SFPROPOSED: 537 SF SOD:SOD:LOCALLY SOURCED SOD TURF. PROPOSED: ~1,068 SFPROPOSED: ~1,068 SF ROCK:ROCK:GREYRED BLACK PROPOSED: ~1,960 SFPROPOSED: ~1,960 SF WATERCOURSE SETBACK:WATERCOURSE SETBACK:SEE WATER COURSE SETBACK PLAN 1 2 BOULDERS 2 STREET FRONTAGE: FRONTAGE TREES:FRONTAGE TREES:REQUIRED: (200' / 50 FT PER TREE) = 4 LARGE CANOPY TREESPROVIDED: 4PROVIDED: 4 PROJECT INFORMATION: PROJECT ADDRESS: 605 E BRYANT STREETBOZEMAN, MT LEGAL DESCRIPTION: LOT 7, PLAT J-42INDUSTRIAL PROPERTIES SUBDIVISIONS06, T02 S, R06 E, LOT 7 WATERCOURSE PLANT LEGEND SYMBOL PLANT NAME (SCIENTIFIC)SIZE @ PLANTING MATURE SPREAD QTYQTY PLAINS COTTONWOOD(POPULUS DELTOIDES)1 1/2" CALIPER 80'-90'1 COMMON CHOKECHERRY(PRUNUS VIRGINIANA)#5 (5 GAL)12'-15'7 BEBB WILLOW(SALIX BEBBIANA)#5 (5 GAL)15'-20'7 REDTWIG DOGWOOD(CORNUS BAILEYI aka CORNUS SERICEA)4'8'-10'2 SPACING 30' APROX 10' 12' MIN 20' MIN MATURE HEIGHT 80'-90' 20'+ 20' 8'-10' GREENLEAF WILLOW(SALIX LUCIDA MUHL - 'SHINING WILLOW)MULTISTEM 12'-20'40'-50'2 30' APROX40'-50' MAIN LEVEL100' - 0" T.O. EXISTING WALL107' - 4" TRELLIS w/ WESTERN CLEMATIS FOR DEPARTURE PER 38.520.040.D.3 DRAWING NUMBER: PHASE: DATE: DRAWING TITLE: PROJECT NUMBER: DRAWN BY / CHECKED BY: REVISIONS:0"1"2"11/4/2023 9:52:42 AML1.1 LANDSCAPEPLAN 21-24 RANIERI OCT 27 | 2023 ML NF CD 605 E BRYANTBOZEMAN, MT 1/16" = 1'-0"LANDSCAPE PLAN3 1 1 2 NO.DESCRIPTION DATE 1 COB SP 8/23/23 2 COB SP 2 10/5/23 NOTE:EXISTING HAND-DUG WELL WILL BE REPURPOSED FOR IRRIGATION PURPOSES DURING CONSTRUCTION 1/8" = 1'-0"ELEVATION - EXISTING HOME PLANT DETAIL4