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UE UESD SD SD SD SD SD SDOS WTVTVOS WCUE UE UESSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDAE&TGVAE&TAE&TAE&TAE&TAE&TSD SDSDSDSDSDSDTVELRAMP11"MAPLEELTEL11"MAPLE14"MAPLE12"PINE10"PINE12"MAPLE16"LOCUST11"PINE10"MAPLE12"MAPLE10"PINEEL14"PINE10"MAPLEGARAGE DOOR8"MAPLEEL28"MAPLE12"BIRCH14"LOCUST6"SPRUCE12"LOCUST14"PINESIGN LIGHT1.2'X1.8'ELEC VAULT6"ORNAMENTALEL6"SPRUCE12"LOCUST(2)14"PINEEL16"BEECH10"LOCUST(2)10"SPRUCE8"GINKO10"PINETELTV6"ORNAMENTALGROUND LIGHT14"CATALPA12"PINEEL8"ORNAMENTAL4"SPRUCEGROUND LIGHT12"PINE16"BEECH20"MAPLE(4)14"PINE8"BEECHELCATVTEL8"PVC14"PINE8"BEECH6"SPRUCE14"MAPLE10"PINE8"BEECH6"SPRUCEGARDEN EDGE5"GINKO14"PINE6"SPRUCE12"LOCUST12"LOCUST16"PINESIGN LIGHTGARDEN EDGE12"VCPRIM 331.13INVS IN 321.5INV OUT 321.3ELELELELELELRIM 331.28INV IN 322.7INV OUT 321.88"PVC8"VCPX3'WIDE DOORWAY333.17X3'WIDE DOORWAY332.73METALLIDMETALLIDMETALLIDXROOF347.63XROOF358.88XROOF 358.72XROOF 358.65XBUILDING FOOTPRINTROOF LINE7"SPRUCE5"SPRUCEXWALK SIGNAL7"SPRUCE5"SPRUCE5"SPRUCE754124/7-025"SPRUCE4CONDUIT DROPS6-0/12A/74718/100K 1DROP/LI5"SPRUCE10"SPRUCE5"SPRUCE12"MAPLE7"SPRUCE11"SPRUCEEL CABINET5"SPRUCE12"MAPLE7"SPRUCE7"SPRUCE7"SPRUCE7"SPRUCE5"MAPLE(3)CONC BLOCK WALLS14"MAPLE7"SPRUCE7-0/74716/111-3-1 4DROPS/2LIEL CABINET4'WIDE DOORXSD SD SDSDSDSDDED UTILITYCABINETELECPULLBOXELANE 5 LANE 4 LANE 3 LANE 2 LANE 1 BENCH BENCH BENCH BENCH BENCH BENCH DN TSA PRECHECKGENERAL PASSENGERSTSA PRECHECK GENERAL PAX.K9 SCREENINGKCM CL10 CL10 C14C12 C10 C14 C12 CL12 C14 C10 CL14CL12 13-AA 10-IV DFENCE TO BE REMOVED 6-CS 4-CS 13-CS13-CS 65-BG 121-SC 124-BG 191-SC 66-BG 180-SC 81-SC 2-IVJ 4-QP 2-BN 1-BN 2-GT 3-BN 2-BN 39-PV 7-CA 17-CA 27-CA 47-PV EXISTING BITUMINOUS CONCRETE WALK TO REMAIN POURED CONCRETE EGRESS SIDEWALK REMOVE CONCRETE CURB & ASPHALT PAVEMENT IN THIS LOCATION. CREATE PLANTING BED. REPLACE CONCRETE CURB IN CONFIGURATION SHOWN. EXPANDED DUMPSTER ENCLOSURE DECORATIVE GRAVEL EDGE SCREENING FOR EXISTING UTILITY CABINET, TYP. 1-BN 2-BN 1-BN 1-BN EXISTING BITUMINOUS CONCRETE WALK TO REMAIN CL16b CL16a CL16a CL16a EXISTING STREET LIGHT TO BE RELOCATED RELOCATED STREET LIGHT REMOVE CURBING & REPLACE L A W N L A W N L A W N DECORATIVE GRAVEL EDGE CENTERED ON BLDG. PILASTER, TYP.5'2-CA 9-CS 5-BG + 332.67 + 330.96 to be verified in the field 4.18% POURED CONCRETE SIDEWALK, SEE CIVIL DWGS. +333.17 EXISTING STREET LIGHT TO REMAIN METAL EDGE, TYP. 7-CS 69-SC 7-TO 3-VD9'-3"XXDUMPSTER ENCLOSURE FENCE EXISTING DECIDUOUS TREE TO REMAIN EXISTING EVERGREEN TREE TO REMAIN PROPOSED DECIDUOUS TREE PROPOSED ORNAMENTAL TREE PROPOSED SHRUB PROPOSED PERENNIAL/ORNAMENTAL GRASS LEGEND EXISTING STREET LIGHT TO BE REMOVED EXISTING STREET LIGHT TO REMAIN EXISTING STREET LIGHT TO MOVED EXISTING STREET LIGHT MOVED TO NEW LOCATION COLUMN - NO ILLUMINATION ILLUMINATED COLUMN LIGHT 20'-0" 1 5 8" TOP RAIL, TYP. 2"2" COMMERCIAL GRADE GALVANIZED HINGE 1 5 8" BRACE RAIL, TYP. 3" O.D. ROUND 3"6'-3"3'-9"6'ALL JOINTS ARE WELDED TO PROVIDE A RIGID FRAME 3" TRUSS ROD Lockable Latch CLASS B CONCRETE 10" DIA., TYP.4'CLASS B CONCRETE 10" DIA., TYP.4'FOREST GREEN VINYL SLATS 9GA. GALVANIZED WIRE WOVEN IN 2" MESH. Tension wire LINE POSTS 10' O.C. MAX. POST TOPS Galvanized steel top loop 1 5 8" Top Rail, typ. 9GA. ALUMINUM TIES, 24" O.C., TYP. TENSION BANDS ON END, CORNERS & GATES, 9 GA. ALUM. TIES ON LINE POLES. SPACE 24" O.C., TYP. LINE POST, 1.9" O.D. GALVANIZED PIPE CORNER POSTS, 3" O.D. GALVANIZED PIPE 1 58" Brace Rail on ends & corners, typ.6'3 8" truss rods on ends, corners & gates, typ.2"TENSION BARS TYP OF ENDS, CORNERS & GATES TYPICAL GATE N.T.S. CHAIN LINK FENCE DUMPSTER ENCLOSURE N.T.S. NOTE: ALL PORTIONS OF CHAIN LINK FENCE SHALL CONFORM TO 2011 AGENCY OF TRANSPORTATION SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO SECTION 727.02 GATE FRAMES SHALL BE ASSEMBLED BY WELDING, RIVETING, OR BOLTING AND SHALL BE FURNISHED WITH ALL NECESSARY FITTINGS. THE PANELS ADJACENT TO EACH GATE SHALL BE EQUIPPED WITH A BRACE ROD AND TRUSS ROD TO SUPPORT THE GATES. 3" DIAMETER POSTS SHALL BE USED FOR ALL GATE, CORNER AND END POSTS. SCALE OF FEET 20020 40 3/8/2021 1:57:00 PMBIM 360://20444 - BTV TRP - SSCP Consolidation/20-1411 BTV TIP South Addition.rvtBURLINGTON INTERNATIONAIRPORTTERMINAL INTEGRATIONPROJECT20-015 HKW CO LANDSCAPE PLAN L100PERMIT SET APRIL 2, 2021 1200 AIRPORT DRIVE, SOUTH BURLINGTON, VT 0540304/02/21 No Date RevisionsLANDSCAPE ARCHITECTUREWAGNERHODGSONVT802.864.0010wagnerhodgson.comNY518.567.1791430 Warren Street Hudson, NY 12534project name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P 802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF 802.872.27641 4.28.21 Fence detail 1 2 5.27.21 Revise tree species P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING MATURE HT T R E E S BN 13 Betula nigra 'Heritage'RIVER BIRCH - single-stem 3"-3.5" CAL.AS SHOWN 40'-60' GT 2 Gleditsia triacanthos inermis 'Street Keeper'STREET KEEPER HONEYLOCUST 3"-3.5" CAL.AS SHOWN 45' HT. QP 4 Quercus palustris 'Green Pillar'COLUMNAR PIN OAK 3"-3.5" CAL.AS SHOWN 50-60' TO 7 Thuja occidentalis 'Nigra'ARBORVITAE 5-6' HT.AS SHOWN 20-30' S H R U B S AA 13 Aronia arubutifolia 'Brilliantissima'RED CHOKEBERRY #5 4' O.C.7'-8' HT. CS 52 Cornus sericea 'Arctic Fire'DWARF RED TWIG DOGWOOD #3 3' O.C.3'-4' HT. IV 10 Ilex verticillata 'Red Sprite'DWARF WINTERBERRY #3 3' O.C.2.5'-3' HT. IVJ 2 Ilex verticillata 'Jim Dandy'WINTERBERRY (male pollinator)#5 5' O.C.4'-5' HT. VD 3 Viburnum dentatum 'Chicago Lustre'ARROWWOOD VIRBURNUM #5 7' O.C.10'-12' HT. ORNAMENTAL GRASSES BG 260 Bouteloua gracilis 'Blonde Ambition'BLUE GRAMA GRASS PLUGS 24" O.C.30-36" CA 53 Calamagrostis acutiflora 'Karl Foerster'FEATHER REED GRASS #2 18" O.C.3'-5' PV 86 Panicum virgatum SWITCHGRASS #2 24" O.C.3'-6' SC 642 Schizachyrium scoparium 'Blaze'LITTLE BLUESTEM PLUGS 18" O.C.24-36" 3 11.30.21 Remove & revise plantings 4 12.08.21 Fence revised FENCE RE-CONFIGURATION LOW SHRUB @ BASE OF FACADE LOW ORNAMENTAL GRASS GROUNDCOVER TALL UPRIGHT ORNAMENTAL GRASS IN GRAVEL STRIP, REFLECTS BUILDING FINS HONEYLOCUST TREE NEAR ENTRY DRIVE 332.5'332.5'332.5'331.5'331.5'331.5 '331.0'330.5'WWWWWUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE T V TV TV TV TV T V T V UE UE UE UEUEUT UT SDDEWVWVESD SD SD SD SD SD SD SD SD SDSDSDUE UEOS WCUEUE SSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDNO PARKINGTVELNO PARKINGRAMP11"MAPLEGATEPED XINGEL14"PINE10"MAPLECROSSWALKGARAGE DOORELCATV18"CP E P TG 330.80INVS IN 324.8INV OUT 324.7BOT 322.7ELPED XINGELELELELTG 331.24INVS 325.8RIM 331.246"PVC 326.812"RCP 325.815"CPEP 325.518"CPEP 325.5RIM 331.28INV IN 322.7INV OUT 321.88"PVC15"CPEPTG 330.20INV IN 325.9INV OUT 325.8BOT 323.7RIM 331.18BOLTED SHUT6"PV C 12"RCPDLANE 5 CL10 CL10 C14C12 C10 C14 C12 CL12 C14 C10 CL14 CL12 LINE OF COLUMNAR PIN OAKS SINGLE STEM RIVER BIRCH LOW ORNAMENTAL GRASS GROUNDCOVER ROW OF LOW DECIDUOUS SHRUBS PROPOSED RIVER BIRCH, TYP. EXISTING TREE, TYP. SCREENING FOR EXISTING TRANSFORMERS CONCRETE EGRESS SIDEWALK CL16b CL16a CL16a PROPOSED NEW CURB LINE L A W N L A W N L A W N L A W N + 332.67 + 330.96 to be verified in the field 4.18% +333.17 UNLIT COLUMN, TYP. ILLUMINATED LIGHT COLUMN, TYP. 1 1/8" = 1'-0" WEST ELEVATION SCALE OF FEET 808 16 SCALE OF FEET UNLIT COLUMN, TYP. ILLUMINATED LIGHT COLUMN, TYP. SINGLE STEM BIRCH 2 1/8" = 1'-0" PLAN 3/8/2021 1:57:00 PMBIM 360://20444 - BTV TRP - SSCP Consolidation/20-1411 BTV TIP South Addition.rvtBURLINGTON INTERNATIONAIRPORTTERMINAL INTEGRATIONPROJECT20-015 HKW CO LANDSCAPE PLAN & ELEVATION L101 1200 AIRPORT DRIVE, SOUTH BURLINGTON, VT 0540304/02/21 No Date Revisionsproject name:sheet title: sheet no. scale: project no. checked by: drawn by: proj. date: sheet date:project address:P 802.879.51537 CARMICHAEL ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF 802.872.2764LANDSCAPE ARCHITECTUREWAGNERHODGSONVT802.864.0010wagnerhodgson.comNY518.567.1791430 Warren Street Hudson, NY 12534PERMIT SET APRIL 2, 2021 1 1 4.28.21 Remove Sign from facade 4 12.08.21 Replace honeylocust with columnar oaks UTILITY CABINET E OSW Hoyle Tanner & Associates © 2020 ENGINEER'S SEAL E OSW B4B7B12B10B5CR2/7E35/45A319/320E70/75W37-7/7MAX37-8/8MAX37-9/9MAXD Hoyle Tanner & Associates © 2020 ENGINEER'S SEAL.