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HomeMy WebLinkAboutAgenda 07_SD-20-21_Beta_plansBurlington AirportImpervious Area Calculations for So. Burlington Permitting7/20/2020C. GendronAirport Parcel Size (Excludes Acquired Residential Lots) = 942 AcresAcres SF % Coverage Acres SF % Coverage Acres SF % CoverageTaxiway B Extension Application (2016)295.00 12,850,200 31.3% 2.02 88,000 31.5% 297.02 12,938,200 31.5% Project permitted but not constructedTaxiway G Relocation & Holding Bay Application (2016)297.02 12,938,200 31.5% 7.26 316,246 32.3% 304.28 13,254,446 32.3%VTANG Taxiways D, E, F & Apron Reconstruction (2017‐2018)304.28 13,254,446 32.3% 15.49 674,566 33.9% 319.77 13,929,012 33.9%Rental Car QTA (2018)319.77 13,929,012 33.9%‐0.11‐4,90033.9%319.6513,924,112 33.9% Reduction in net imperviousTaxiway G Relocation Amended Plan (2018)319.65 13,924,112 33.9% 3.52 153,250 34.3% 323.17 14,077,362 34.3% 3.52 acre net impervious increase from 2016 approved planConstruct RON Apron (2020)323.17 14,077,362 34.3% 1.44 62,568 34.5% 324.61 14,139,930 34.5% Under ReviewBTV Hotel324.61 14,139,930 34.5%‐0.15‐6,372 34.4% 324.46 14,133,558 34.4% Under ReviewHeritage West324.53 14,133,558 34.5%‐0.06‐2,555 34.4% 324.47 14,131,003 34.4%Under ReviewBETA Hangar Addtiion324.46 14,131,003 34.4% 0.07 2,938 34.5% 324.53 14,133,941 34.5%Under ReviewOverall Impervious AreaExistingNet new ImperviousCommentsPermitted New Impervious 331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'W W W W W W W W W UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT G G G G G G G G G G G G G G G G G G G G G G G G G GGGG GW W W W GVGVOS WGVX XX X X XSS XXXXXXXXXXXXSGVSSSSD SD SDBBBBBBBBBBBSDWBSOS WSBOS WBBBBBBBSDSDSDSDSDSDSDSDSDUTUTUTGGSD SD SD SD SD SD SDG SD SD SD SD SD SD SD SS SS SS SS SD SD VSE 7195/8"REBAR VSE CONTROL CAPN 717566.043E 1469570.070EL 329.304VSE 718MAGNAILN 717274.612E 1469643.802EL 330.971VSE 149DISK AB9661N 717520.776E 1469331.572EL 330.724VSE 24MAGHUBN 717247.061E 1469372.509EL 330.676VSE 23MAGHUBN 717245.335E 1469390.225EL 330.460VSE 25MAGNAILN 717666.556E 1469283.603EL 330.846CMCT15"CMP 10"PE 12"RCP12"RCP15"CMP CCIT6-24"PVCTIE DOWN ANCHOR36"CPEP18"CPEP GATE1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11TG 328.35INV 324.9BOT 321.8TG 330.14INV IN 321.3INV OUT 321.2BOT 320.3TG 330.34INV IN 325.6INV OUT 322.1BOT 320.9RIM 331.31RIM 331.29RIM 331.28RIM 331.28DDDXWALK SIGNAL4"X4" POSTLANE DIRCONC BLOCK WALLSTEL PED8"STEELINV IN 327.5INV OUT 327.76"CMPDPAVEMENT J O I N T PAVEMENT J O I N T BTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERMCELL PHONE LOT4"X4" POSTMAILBOXTG 330.92BOT 314.5COULD NOT SEE PIPES3' TO 5' OF WATERTG 328.94INV 327.3BOT 324.4(3' OF WATER)TG 329.74INVS 327.2BOT 326.2TG 330.18INV 328.0BOT 326.0TG 330.02INV 327.5BOT 326.1DDDDDDDRIM 330.56IT-1TP-2IT-3TEST PITMAILBOXBIAMAINTENANCETG 330.0112" INV 326.715" INV S 325.715" INV N 325.2BOT 324.6UTILCABINETCCIT TEST PITIT-5TP-312"STEELTG 330.07INVS 327.3BOT 327.3TG 329.4812" INV 326.715" INV S 325.715" INV N 324.9BOT 324.94"STEEL RIM 330.34INV IN 319.8INV OUT 319.712"VCP12"VCP IT-2TP-1TEST PIT> >>>>>>>SDSDSDSDSDSDSDSDSSSSSSSDSDSDW W W W W W W W W W W W UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE U G E PROJECT LIMIT LINE X X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVR331'330'BBBSS SS SS SS SD SD SDVSE 25MAGNAILN 717666.556E 1469283.603EL 330.846VSE 26MAGHUBN 717704.364E 1469170.564EL 330.279XWALK SIGNALBUS STOPSIGN POSTSAIRPORTRIGHTBOT 324.412"VCP project name:sheet title: sheet no. scale: project no. checked by: drawn by: date:P. 802.879.515320 MAIN ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF. 802.872.2764project address:sheet date:BETA Technologies1794500123 JUNE 12, 2020ISSUED FOR PERMIT REVISED 06/26/20 1150 AIRPORT DRIVESOUTH BURLINGTON, VT 0540306/12/20 Date Revisions Stantec Consulting Services Inc.55 Green Mountain DriveSouth Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. SITE LAYOUT, GRADING AND DRAINAGE PLAN C-103NC. GENDRON G. MERKLE V:\1794\ACTIVE\179450123\TRANSPORTATION\DRAWING\SHEET FILES\C-103_SITE LAYOUT PLAN.DWG 331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'W W W W W W W W W UE UE UE UE UE UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE GGGGW W W W GVGVOS WGVEX XX X X XUEUEUEUEUESS XXXXXXXXXXXXESGVSSSSD SD SDSDBBBBBBBBBBBUEUEUEUE UE UE UE UE UE UE UE UE UEUE UE UE UE UE UE UESD WAE&TAE&TAE&TBSOS WSBOS WBBBBBBBAE&TAE&TAE&TAE&TAE&TAE&T SDSDSDSDSDSDSDSD SDUTUTUTUE UE UE UE GGSD SD SD SD SD SD SDG SD SD SD SD SD SD SD SS SS SS SS SD SD CMCT15"CMP 10"PE 12"RCP12"RCP15"CMP CCIT6-24"PVCTIE DOWN ANCHOR36"CPEP18"CPEP GATE1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11TG 328.35INV 324.9BOT 321.8TG 330.14INV IN 321.3INV OUT 321.2BOT 320.3TG 330.34INV IN 325.6INV OUT 322.1BOT 320.9RIM 331.31RIM 331.29RIM 331.28RIM 331.28DDDXWALK SIGNAL4"X4" POSTLANE DIRCONC BLOCK WALLSTEL PED8"STEELTG 330.30INV IN 327.5INV OUT 327.7BOT 325.96"CMPDPAVEMENT J O I N T PAVEMENT J O I N T BTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERMCELL PHONE LOT4"X4" POSTMAILBOXTG 330.92BOT 314.5COULD NOT SEE PIPES3' TO 5' OF WATERTG 328.94INV 327.3BOT 324.4(3' OF WATER)TG 329.74INVS 327.2BOT 326.2TG 330.18INV 328.0BOT 326.0TG 330.02INV 327.5BOT 326.1DDDDDDDRIM 330.56IT-1TP-2IT-3TEST PITMAILBOXBIAMAINTENANCETG 330.0112" INV 326.715" INV S 325.715" INV N 325.2BOT 324.6UTILCABINETCCIT TEST PITIT-5TP-312"STEELTG 330.07INVS 327.3BOT 327.3TG 329.4812" INV 326.715" INV S 325.715" INV N 324.9BOT 324.94"STEEL RIM 330.34INV IN 319.8INV OUT 319.712"VCP12"VCP IT-2TP-1TEST PIT> >>>>>>>UPUPX X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRUPUPSDSDSDSDSDSDSDSDSSSSSSSDSDSDW W W W W W W W W W W W UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE U G E project name:sheet title: sheet no. scale: project no. checked by: drawn by: date:P. 802.879.515320 MAIN ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF. 802.872.2764project address:sheet date:BETA Technologies1794500123 JUNE 12, 2020ISSUED FOR PERMIT REVISED 06/26/20 1150 AIRPORT DRIVESOUTH BURLINGTON, VT 0540306/12/20 Date Revisions Stantec Consulting Services Inc.55 Green Mountain DriveSouth Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. UTILITY PLAN C-106NC. GENDRON G. MERKLE V:\1794\ACTIVE\179450123\TRANSPORTATION\DRAWING\SHEET FILES\C-106_UTILITY PLAN.DWG UP UP project name:sheet title:sheet no.scale:project no.checked by:drawn by:date:P. 802.879.5153 20 MAIN ST. ESSEX JUNCTION, VT 05452 SCOTTPARTNERS.COMF. 802.872.2764 project address:sheet date:AS NOTED2/6/2020 8:50:19 AM I:\7\726043P Beta Technologies\Drawings\Electrical\BETA Electrical Site Plan.dwg BETA Technologies 7260431150 AIRPORT DRIVE SOUTH BURLINGTON, VT 0540305/29/2020Date RevisionsFOR PERMITTING(05/29/20)05/29/2020SITE ELECTRICALPLANSE1.1ASGRMR FIRST FLOOR0"674' - 0"2' - 8 1/8"EXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMECONCRETE SLABAHU-413' - 7"FIRST FLOOR0"14' - 0"8' - 3"EXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMECONCRETE SLABAHU-5FIRST FLOOR0"MEZZ 110' -0"AB4' - 0"ALIGN CORTEN PANEL WITH FACE OF INSULATED METAL PANEL BEYONDEXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMEAHU-5CONC SLAB28' - 5"4 YARD DUMPSTERTOTETOTE4 YARD DUMPSTER21' - 6"11' - 6"6"CLR9' - 3"2' - 0"CLR9' - 3"6"6x6 STL POST6' - 0"EXPANDED CORTEN METAL PANELS, TYPICALSTL FRAME CLAD IN EXPANDED CORTEN METAL PANEL6x6 STL POSTSTL FRAME W/ EXPANDED CORTEN METAL PANELEXPANDED CORTEN METALPANELSCONCRETE SLABCONCRETE SLABEXPANDED CORTEN METAL PANELSSTL FRAME W/ EXPANDED CORTEN METAL PANEL7 CARMICHAEL ST. ESSEX, VT 05452802.879.5153802.872.2764SCOTTPARTNERS.COMP:F:BETA TechnologiesENLARGED EXTERIOR ELEVATIONS07/20/201/4" = 1'-0"1ENLARGED WEST ELEVATION AT AHU-41/4" = 1'-0"2ENLARGED WEST ELEVATION AT AHU-51/4" = 1'-0"3ENLARGED SOUTH ELEVATION AT AHU-51/4" = 1'-0"4DUMPSTER ENCLOSURE PLAN AND ELEVATIONSEXPANDED METAL PANEL IN CORTEN STEEL 331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'W W W W W W W W W UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT G G G G G G G G G G G G G G G G G G G G G G G G G GGGG GW W W W GVGVOS WGVX XX X X XSS XXXXXXXXXXXXSGVSSSSD SD SDBBBBBBBBBBBSDWBSOS WSBOS WBBBBBBBSDSDSDSDSDSDSDSDSDUTUTUTGGSD SD SD SD SD SD SDG SD SD SD SD SD SD SD SS SS SS SS SD SD VSE 7195/8"REBAR VSE CONTROL CAPN 717566.043E 1469570.070EL 329.304VSE 718MAGNAILN 717274.612E 1469643.802EL 330.971VSE 149DISK AB9661N 717520.776E 1469331.572EL 330.724VSE 24MAGHUBN 717247.061E 1469372.509EL 330.676VSE 23MAGHUBN 717245.335E 1469390.225EL 330.460VSE 25MAGNAILN 717666.556E 1469283.603EL 330.846CMCT15"CMP 10"PE 12"RCP12"RCP15"CMP CCIT6-24"PVCTIE DOWN ANCHOR36"CPEP18"CPEP GATE1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11TG 328.35INV 324.9BOT 321.8TG 330.14INV IN 321.3INV OUT 321.2BOT 320.3TG 330.34INV IN 325.6INV OUT 322.1BOT 320.9RIM 331.31RIM 331.29RIM 331.28RIM 331.28DDDXWALK SIGNAL4"X4" POSTLANE DIRCONC BLOCK WALLSTEL PED8"STEELINV IN 327.5INV OUT 327.76"CMPDPAVEMENT J O I N T PAVEMENT J O I N T BTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERMCELL PHONE LOT4"X4" POSTMAILBOXTG 330.92BOT 314.5COULD NOT SEE PIPES3' TO 5' OF WATERTG 328.94INV 327.3BOT 324.4(3' OF WATER)TG 329.74INVS 327.2BOT 326.2TG 330.18INV 328.0BOT 326.0TG 330.02INV 327.5BOT 326.1DDDDDDDRIM 330.56IT-1TP-2IT-3TEST PITMAILBOXBIAMAINTENANCETG 330.0112" INV 326.715" INV S 325.715" INV N 325.2BOT 324.6UTILCABINETCCIT TEST PITIT-5TP-312"STEELTG 330.07INVS 327.3BOT 327.3TG 329.4812" INV 326.715" INV S 325.715" INV N 324.9BOT 324.94"STEEL RIM 330.34INV IN 319.8INV OUT 319.712"VCP12"VCP IT-2TP-1TEST PIT> >>>>>>>SDSDSDSDSDSDSDSDSSSSSSSDSDSDW W W W W W W W W W W W UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE U G E PROJECT LIMIT LINE X X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVR331'330'BBBSS SS SS SS SD SD SDVSE 25MAGNAILN 717666.556E 1469283.603EL 330.846VSE 26MAGHUBN 717704.364E 1469170.564EL 330.279XWALK SIGNALBUS STOPSIGN POSTSAIRPORTRIGHTBOT 324.412"VCP project name:sheet title: sheet no. scale: project no. checked by: drawn by: date:P. 802.879.515320 MAIN ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF. 802.872.2764project address:sheet date:BETA Technologies1794500123 JUNE 12, 2020ISSUED FOR PERMIT REVISED 06/26/20 1150 AIRPORT DRIVESOUTH BURLINGTON, VT 0540306/12/20 Date Revisions Stantec Consulting Services Inc.55 Green Mountain DriveSouth Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. SITE LAYOUT, GRADING AND DRAINAGE PLAN C-103NC. GENDRON G. MERKLE V:\1794\ACTIVE\179450123\TRANSPORTATION\DRAWING\SHEET FILES\C-103_SITE LAYOUT PLAN.DWG > >>>>>>>Xref ..\working\Architect\2020-05-29_BETA_Overall First Floor Plan.dwg331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'X XX X X XUEUEUEUEUESS XXXXXXXXXXXX0.9'WIDE YE L L O W 6-2TRANSFORMERGATE SWITCHTIE DOWN ANCHOR0.5'WIDE W H I T E0.9'WIDE YELLOWGATE SWITCHAWNING SUPPORT0.5'WIDE WHITE1.0'WIDE RE DHANGAR OPENINGEL BOX1DROP/EL METER0.5'WIDE W H I T EERJGATE0.5'WIDE REDSWITCH 1DROPE75EL HANDHOLEGATE MOTOREESGVSSSSD SD SDBBBBBBBBBBB0.5'WIDE W H I T EUEUEUEUE UE UE UEEL BOXEL BOXUE UE UE UE UE UEUE UE UE UE UE UE UESD 0.4'WIDE WHITEXXCENTER 14.0'WIDEGARAGE DOORCENTER 3.0'WIDE DOORXHANGAR OPENINGXDOUBLE 0.4'WIDE YELLOW1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11RIM 331.31RIM 331.29RIM 331.28RIM 331.28WUEUEUEUECONDUIT BOX12"MAPLE12"SPRUCE15"SPRUCEUTIL CABINETXWALK SIGNALUTIL CABINET12"MAPLE10"APPLE17"APPLE4CONDUIT DROPS6-0/12A/74718/100K 1DROP/LI23"MAPLE5"SPRUCESECURITY4"X4" POST12"MAPLE6"APPLE16CONDUIT DROPSAC6"APPLEGATE ACCESS KEYPADALL 3"CEDARSEV CHARGE9"SPRUCEMAILBOXAIRPLANE8"MAPLE8"APPLECONDUIT BOX11"MAPLECONC BLOCK WALLS7"SPRUCE(2)10"APPLETEL PEDCONDENSING UNITACAC8"APPLE12"MAPLE14"SPRUCEBSOS WSBOS WGVBBBBBBBAE&TAE&TAE&TAE&TAE&TAE&T SDSDSDSDSDSDPAVEMENT J O I N T PAVEMENT J O I N T ACEV CHARGEUTIL CABINETEV CHARGEEV CHARGE4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TEL4"X4" POST4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPS4'WIDE DOORSDSDSDSD RIM 330.56RIM 330.34X X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRL A W N L A W N SNOW STORAGE PROJECT LIMI T L I N E PROJECT LIMIT LINE CORTEN STEEL WALL BLUESTONE PAVERS SET IN GRASS FLUSH CONCRETE CURB RETURN EXIST. FENCE TO BUILDING AT THIS LOCATION REVISED FENCE LINE PERMEABLE CONCRETE PAVERS BOLLARDS EMPLOYEE SITTING AREA WITH PICNIC TABLES OR TABLES AND CHAIRS (4) BIKE RACKS 14-AM11-VD 5-CS 5-PO 6-CS 5-CS 5-PO 3-CS 15-PV 15-PV 15-PV 104-CP 535-CP 522-CP 756-CP 1-QR 1-GT 1-GT 1-UA 1-QR 1-UA1-UA3-BN 2-BN 1-UA 2-ZS LAWN, TYP. 3-BN1-BN 1-GT 1-GT 1-QR 5-PO 2-BN 216-CP 1-QR 1-UA 1-AF1-AF1-AF1-QR 25-CP METAL EDGING, TYP. 14-SB 17-CP 12-PL INSTALL METAL FENCING PER BTV MASTER PLAN GENERAL NOTES 1. Contractor is responsible for all damage due to his operations inside and outside the contract limit line. 2. Contractor is responsible for checking spot elevations and verifying proposed grades by providing grade stakes. Grades must be approved by Landscape Architect prior to proceeding. 3. Contractor shall blend new work smoothly with existing grades at contract limit line and/or limit of construction line. 4. Contractor to verify that subgrades are 6 inches below finished grade prior to spreading top soil for seeded areas. 5. All walks shall have 2% cross pitch, and all step treads and wall caps shall have 1% cross pitch unless otherwise noted. 6. Light fixture locations may be field adjusted with prior Landscape Architect approval. 7. Walkway layout to be approved by Landscape Architect prior to construction. 8. Site furniture and wall locations to be verified by Landscape Architect prior to installation. 9. General Contractor is responsible for all erosion control measures during construction. 10. It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 11. Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 12. Base survey prepared on 12.04.19 by Vermont Survey and Engineering, Inc., 79 River Street #201, Montpelier, VT 05602 802.229.9138 EXISTING EVERGREEN TO REMAIN EXISTING DECIDUOUS TREE TO REMAIN EXISTING DECIDUOUS TREE TO BE REMOVED EXISTING TREE TRANSPLANTED IN THIS LOCATION PROPOSED SHADE TREE PROPOSED ORNAMENTAL TREE TREE LEGEND 1 CITY SUBMITTAL 05.29.2020 SCALE OF FEET 20020 40 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE BETA TECHNOLOGIES 1150 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 020 430 Warren Street Hudson, NY 12534 LANDSCAPE PLAN 1"=20-0"' CO 04.07.2020 L100 SUBMITTAL 07.21.2020 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 AF 3 Acer x freemanii 'Autumn Blaze'AUTUMN BLAZE FREEMAN MAPLE 2.5-3" CAL. AS SHOWN 40-55' BN 11 Betula nigra 'Heritage'RIVER BIRCH 3"-3.5" CAL. AS SHOWN 40-60' GT 4 Gleditsia triacanthos inermis 'Streetkeeper'THORNLESS HONEYLOCUST 3"-3.5" CAL. AS SHOWN 45' QR 5 Quercus rubra RED OAK 3"-3.5" CAL. AS SHOWN 50-60' UA 5 Ulmus americana 'Princeton'PRINCETON ELM 3"-3.5" CAL. AS SHOWN 30-40' ZS 2 Zelkova serrata 'Green Vase'JAPANESE ZELKOVA 3"-3.5" CAL. AS SHOWN 60'+ S H R U B S AM 14 Aronia melanocarpa 'Autumn Magic'BLACK CHOKEBERRY #5 3' O.C.4-6' CS 19 Cornus sericea 'Alleman's Compacta'COMPACT RED TWIG DOGWOOD #3 4' O.C.3-4' PL 12 Physocarpus opulifolius 'Little Devil'LITTLE DEVIL NINEBARK #3 3' O.C.3-4' PO 15 Physocarpus opulifolius 'Dart's Gold''NINEBARK #3 4' O.C.3-4' SB 14 Spiraea betulifolia 'Glow Girl'BIRCHLEAF SPIREA #3 3' O.C.3-4' VD 11 Viburnum dentatum 'Autumn Jazz'ARROWWOOD VIBURNUM #5 6' O.C.8-10' PERENNIALS, FERNS & ORNAMENTAL GRASSES CP 2175 Carex pensylvanica PENNSYLVANIA SEDGE PLUGS 12" O.C. 0.5-1' PV 45 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCH GRASS #2 24" O.C. 3-4' Beta Technologies Expansion Project Estimate of Probable Construction Costs / City Landscape Budget 7/21/2020 ORIGINAL BUDGET PER CITY OF SO. BURLINGTON $69,740.00 REPLACEMENT COST OF 5 TREES $16,526.00 TOTAL - NEW BUDGET REQUIRED BY CITY OF SO. BURLINGTON $86,266.00 Item Quantity Unit Unit Cost Unit Total Sub-total WALLS & STONEWORK& MISCELLANEOUS SITE FEATURES Bollards @ Entry Plaza 11 EA $620.00 $6,820.00 Bike Racks 4 EA $840.00 $3,360.00 Decorative Fencing-Part of BTV Master Plan 294 LF $70.00 $20,580.00 $30,760.00 Walls & Stonework Subtotal PLANTING Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Betula nigra - RIVER BIRCH; 3-3.5" Cal.11 EA $650.00 $7,150.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.2 EA $1,300.00 $2,600.00 Acer x freemanii - FREEMAN MAPLE; 3-3.5" Cal.6 EA $930.00 $5,580.00 5 Gal. Shrubs 25 EA $100.00 $2,500.00 3 Gal. Shrubs 60 EA $85.00 $5,100.00 Ornamental Grasses, 2 gal.45 EA $25.00 $1,125.00 Carex Plugs - GROUNDCOVER 2174 EA $12.00 $26,088.00 Planting Subtotal $65,893.00 Subtotal $96,653.00 TOTAL $96,653.00 NOTE: The following Trees are being planted as replacement Trees for those removed Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.1 EA $1,300.00 $1,300.00 TOTAL (15 REPLACEMENT TREES)$17,050.00 NOTE: Estimate does not include the following Any earthwork, grading, seeding, concrete walks, bituminous concrete paving Permeable Pavers, Corten Entry Wall or any other items that do not count toward the City of South Burlington Landscape Fee Wagner Hodgson Landscape Architecture 1 7/21/2020 > >>>>>>>Xref ..\working\Architect\2020-05-29_BETA_Overall First Floor Plan.dwg331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'X XX X X XUEUEUEUEUESS XXXXXXXXXXXX0.9'WIDE YE L L O W 6-2TRANSFORMERGATE SWITCHTIE DOWN ANCHOR0.5'WIDE W H I T E0.9'WIDE YELLOWGATE SWITCHAWNING SUPPORT0.5'WIDE WHITE1.0'WIDE RE DHANGAR OPENINGEL BOX1DROP/EL METER0.5'WIDE W H I T EERJGATE0.5'WIDE REDSWITCH 1DROPE75EL HANDHOLEGATE MOTOREESGVSSSSD SD SDBBBBBBBBBBB0.5'WIDE W H I T EUEUEUEUE UE UE UEEL BOXEL BOXUE UE UE UE UE UEUE UE UE UE UE UE UESD 0.4'WIDE WHITEXXCENTER 14.0'WIDEGARAGE DOORCENTER 3.0'WIDE DOORXHANGAR OPENINGXDOUBLE 0.4'WIDE YELLOW1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11RIM 331.31RIM 331.29RIM 331.28RIM 331.28WUEUEUEUECONDUIT BOX12"MAPLE12"SPRUCE15"SPRUCEUTIL CABINETXWALK SIGNALUTIL CABINET12"MAPLE10"APPLE17"APPLE4CONDUIT DROPS6-0/12A/74718/100K 1DROP/LI23"MAPLE5"SPRUCESECURITY4"X4" POST12"MAPLE6"APPLE16CONDUIT DROPSLANE DIRAC6"APPLEGATE ACCESS KEYPADALL 3"CEDARSEV CHARGE9"SPRUCEMAILBOXAIRPLANE8"MAPLE8"APPLECONDUIT BOXBIA MAINTENANCE11"MAPLECONC BLOCK WALLS7"SPRUCE(2)10"APPLETEL PEDCONDENSING UNITACAC8"APPLE12"MAPLE14"SPRUCEBSOS WSBOS WGVBBBBBBBAE&TAE&TAE&TAE&TAE&TAE&T SDSDSDSDSDSDPAVEMENT J O I N T PAVEMENT J O I N T ACEV CHARGEUTIL CABINETEV CHARGEEV CHARGEBTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERM CELL PHONE LOT4"X4" POST4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPS4 CONDUITDROPSMAILBOX4'WIDE DOORSDSDSDSD RIM 330.56RIM 330.34X X X X X X X X X X X X X X X X X X X X X X TREE PROTECTION FENCING, TYP. TREE PROTECTION FENCING, TYP.UPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRPROJECT LIMI T L I N E PROJECT LIMIT LINE TREE PROTECTION FENCING, TYP. EXISTING TREE TO BE PROTECTED 6' LENGTH LUG-U-POST 12 GAUGE STEEL W/ GREEN BAKED ENAMEL NOTE: NYLON ZIP TIES (3 PER POST) TO SECURE MESH TO TABS ON POST HIGH DENSITY POLYETHELENE 3200 PSI, ORANGE MESH WITH NOMINAL OPENINGS, 3 1/2" x 1 1/2" EXISTING GRADE TREE PROTECTION SIGN, MIN. 1' SQ. TO BE PLACED ON EACH SIDE OF FENCING OR EVERY 16' O.C. OF LINEAR FENCE. SECURE TO MESH WITH (4) NYLON ZIP TIES 4'-0" MIN.3'-0" MIN.2'-0"4'-0" TYP. 8'-0" MAX. TREE PROTECTION SPECIFICATIONS: 1. Locate and clearly identify trees to remain. Flag each trunk at 54 inches above the ground. 2. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. TREE AND PLANT PROTECTION ZONES 1. Protection-Zone Fencing: Install protection-zone fencing at the Critical Root Radius - a distance of 1' per every inch diameter of tree diameter measured at DBH (diameter @ breast height). Install protection-zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected area except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, drives or other vehicular circulation. a. Plastic Protection-Zone Fencing: Install to comply with manufacturer's written instructions. b. Posts: Set or drive posts into ground one-third the total height of the fence without concrete footings. Where a post is located on existing paving or concrete to remain, provide appropriate means of post support acceptable to Landscape Architect. 2. Maintain protection zones free of weeds and trash. 3. Repair or replace trees to remain or be relocated that are damaged by construction operations, in a manner approved by the Landscape Architect. a. Do not remove protection-zone fencing, even temporarily, to allow deliveries or equipment access through the protection zone. b. Temporary access is permitted subject to pre-approval in writing by arborist if a root buffer effective against soil compaction is constructed as directed by arborist. Maintain root buffer so long as access is permitted. ROOT PRUNING 1. Prune roots that are affected by temporary and permanent construction. Prune roots as follows: a. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments: do not break, tear, chop or slant the cuts. Do not use a backhoe or other equipment that rips, tears or pulls roots. b. Cut Ends: Do not paint cut root ends c. Temporarily support and protect roots from damage until t hey are permanently redirected and covered with soil. d. Cover exposed roots with burlap and water regularly. e. Backfill as soon as possible. 2. Root Pruning at Edge of Protection Zone: Prune roots flush with the edge of the protection zone, b y cleanly cutting all roots to the depth of the required excavation. 3. Root Pruning within Protection Zone: Clear and excavate by hand to the depth of the required excavation to minimize damage to root systems. use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possbile. CROWN PRUNING 1. Prune branches that are affected by temporary and permanent construction. Prune branches as follows: a. Prune trees to remain to compensate for root loss caused by damaging or cutting root system. Provide subsequent maintenance during Contract period as recommended by arborist. b. Pruning Standards: Prune trees according to ANSI A300 (Part1). c. Cut branches with sharp pruning instruments; do not break or chop. d, Do not apply pruning paint to wounds. 2. Chip removed branches and dispose of off-site. REGRADING 1. Lowering Grade: Where new finish grade is indicted below existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. 2. Lowering Grade within Protection Zone: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by arborist unless otherwise indicated. a. Root Pruning: Prune tree roots exposed by lowering the grade. Do not cut main lateral roots or taproots; cut only smaller roots. Cut roots as required for root pruning. 3. Raising Grade; Where new finish grade is indicated above existing grade around trees, slope grade beyond the protection zone. Maintain existing grades within the protection zone. NOTE: If Contractor fails to enforce tree protection measures, resulting in damage and loss of tree(s), Contractor shall replace tree(s) with a 4" caliper substitute at the Contractors Expense in addition to liquidated damages. SCALE OF FEET 20020 40 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE BETA TECHNOLOGIES 1150 AIRPORT DRIVE SOUTH BURLINGTON, VT 05403 020 430 Warren Street Hudson, NY 12534 TREE PROTECTION PLAN 1"=20-0"' CO 07.21.2020 L101 TREE PROTECTION FLAGGING - PROJECT DEMARCATION NTS Acer Negundo - BOXELDER TO BE REMOVED - DAMAGED SUBMITTAL 07.21.2020 BETA TECHNOLOGIES LIST OF EXISTING TREES EXISTING TREES TO REMAIN: 8” Apple 12” Spruce 6” Apple 10” Apple 6” Apple 9” Spruce 8” Apple 7” Spruce 14” Spruce 15” Spruce 17” Apple EXISTING TREES TO BE REMOVED 24” Boxelder (Damaged @ south entrance) 12” Honeylocust 12” Honeylocust 12” Honeylocust 8” Honeylocust EXISTING TREES TO BE TRANSPLANTED 11” Honeylocust Beta Technologies Expansion Project Estimate of Probable Construction Costs / City Landscape Budget 7/21/2020 ORIGINAL BUDGET PER CITY OF SO. BURLINGTON $69,740.00 REPLACEMENT COST OF 5 TREES $16,526.00 TOTAL - NEW BUDGET REQUIRED BY CITY OF SO. BURLINGTON $86,266.00 Item Quantity Unit Unit Cost Unit Total Sub-total WALLS & STONEWORK& MISCELLANEOUS SITE FEATURES Bollards @ Entry Plaza 11 EA $620.00 $6,820.00 Bike Racks 4 EA $840.00 $3,360.00 Decorative Fencing-Part of BTV Master Plan 294 LF $70.00 $20,580.00 $30,760.00 Walls & Stonework Subtotal PLANTING Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Betula nigra - RIVER BIRCH; 3-3.5" Cal.11 EA $650.00 $7,150.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.2 EA $1,300.00 $2,600.00 Acer x freemanii - FREEMAN MAPLE; 3-3.5" Cal.6 EA $930.00 $5,580.00 5 Gal. Shrubs 25 EA $100.00 $2,500.00 3 Gal. Shrubs 60 EA $85.00 $5,100.00 Ornamental Grasses, 2 gal.45 EA $25.00 $1,125.00 Carex Plugs - GROUNDCOVER 2174 EA $12.00 $26,088.00 Planting Subtotal $65,893.00 Subtotal $96,653.00 TOTAL $96,653.00 NOTE: The following Trees are being planted as replacement Trees for those removed Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.1 EA $1,300.00 $1,300.00 TOTAL (15 REPLACEMENT TREES)$17,050.00 NOTE: Estimate does not include the following Any earthwork, grading, seeding, concrete walks, bituminous concrete paving Permeable Pavers, Corten Entry Wall or any other items that do not count toward the City of South Burlington Landscape Fee Wagner Hodgson Landscape Architecture 1 7/21/2020 BETA TECHNOLOGIES LIST OF EXISTING TREES EXISTING TREES TO REMAIN: 8” Apple 12” Spruce 6” Apple 10” Apple 6” Apple 9” Spruce 8” Apple 7” Spruce 14” Spruce 15” Spruce 17” Apple EXISTING TREES TO BE REMOVED 24” Boxelder (Damaged @ south entrance) 12” Honeylocust 12” Honeylocust 12” Honeylocust 8” Honeylocust EXISTING TREES TO BE TRANSPLANTED 11” Honeylocust Beta Technologies Expansion Project Estimate of Probable Construction Costs / City Landscape Budget 7/21/2020 ORIGINAL BUDGET PER CITY OF SO. BURLINGTON $69,740.00 REPLACEMENT COST OF 5 TREES $16,526.00 TOTAL - NEW BUDGET REQUIRED BY CITY OF SO. BURLINGTON $86,266.00 Item Quantity Unit Unit Cost Unit Total Sub-total WALLS & STONEWORK& MISCELLANEOUS SITE FEATURES Bollards @ Entry Plaza 11 EA $620.00 $6,820.00 Bike Racks 4 EA $840.00 $3,360.00 Decorative Fencing-Part of BTV Master Plan 294 LF $70.00 $20,580.00 $30,760.00 Walls & Stonework Subtotal PLANTING Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Betula nigra - RIVER BIRCH; 3-3.5" Cal.11 EA $650.00 $7,150.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.2 EA $1,300.00 $2,600.00 Acer x freemanii - FREEMAN MAPLE; 3-3.5" Cal.6 EA $930.00 $5,580.00 5 Gal. Shrubs 25 EA $100.00 $2,500.00 3 Gal. Shrubs 60 EA $85.00 $5,100.00 Ornamental Grasses, 2 gal.45 EA $25.00 $1,125.00 Carex Plugs - GROUNDCOVER 2174 EA $12.00 $26,088.00 Planting Subtotal $65,893.00 Subtotal $96,653.00 TOTAL $96,653.00 NOTE: The following Trees are being planted as replacement Trees for those removed Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.1 EA $1,300.00 $1,300.00 TOTAL (15 REPLACEMENT TREES)$17,050.00 NOTE: Estimate does not include the following Any earthwork, grading, seeding, concrete walks, bituminous concrete paving Permeable Pavers, Corten Entry Wall or any other items that do not count toward the City of South Burlington Landscape Fee Wagner Hodgson Landscape Architecture 1 7/21/2020 331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'W W W W W W W W W UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT G G G G G G G G G G G G G G G G G G G G G G G G G GGGG GW W W W GVGVOS WGVX XX X X XSS XXXXXXXXXXXXSGVSSSSD SD SDBBBBBBBBBBBSDWBSOS WSBOS WBBBBBBBSDSDSDSDSDSDSDSDSDUTUTUTGGSD SD SD SD SD SD SDG SD SD SD SD SD SD SD SS SS SS SS SD SD VSE 7195/8"REBAR VSE CONTROL CAPN 717566.043E 1469570.070EL 329.304VSE 718MAGNAILN 717274.612E 1469643.802EL 330.971VSE 149DISK AB9661N 717520.776E 1469331.572EL 330.724VSE 24MAGHUBN 717247.061E 1469372.509EL 330.676VSE 23MAGHUBN 717245.335E 1469390.225EL 330.460VSE 25MAGNAILN 717666.556E 1469283.603EL 330.846CMCT15"CMP 10"PE 12"RCP12"RCP15"CMP CCIT6-24"PVCTIE DOWN ANCHOR36"CPEP18"CPEP GATE1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11TG 328.35INV 324.9BOT 321.8TG 330.14INV IN 321.3INV OUT 321.2BOT 320.3TG 330.34INV IN 325.6INV OUT 322.1BOT 320.9RIM 331.31RIM 331.29RIM 331.28RIM 331.28DDDXWALK SIGNAL4"X4" POSTLANE DIRCONC BLOCK WALLSTEL PED8"STEELINV IN 327.5INV OUT 327.76"CMPDPAVEMENT J O I N T PAVEMENT J O I N T BTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERMCELL PHONE LOT4"X4" POSTMAILBOXTG 330.92BOT 314.5COULD NOT SEE PIPES3' TO 5' OF WATERTG 328.94INV 327.3BOT 324.4(3' OF WATER)TG 329.74INVS 327.2BOT 326.2TG 330.18INV 328.0BOT 326.0TG 330.02INV 327.5BOT 326.1DDDDDDDRIM 330.56IT-1TP-2IT-3TEST PITMAILBOXBIAMAINTENANCETG 330.0112" INV 326.715" INV S 325.715" INV N 325.2BOT 324.6UTILCABINETCCIT TEST PITIT-5TP-312"STEELTG 330.07INVS 327.3BOT 327.3TG 329.4812" INV 326.715" INV S 325.715" INV N 324.9BOT 324.94"STEEL RIM 330.34INV IN 319.8INV OUT 319.712"VCP12"VCP IT-2TP-1TEST PIT> >>>>>>>SDSDSDSDSDSDSDSDSSSSSSSDSDSDW W W W W W W W W W W W UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE U G E PROJECT LIMIT LINE X X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVR331'330'BBBSS SS SS SS SD SD SDVSE 25MAGNAILN 717666.556E 1469283.603EL 330.846VSE 26MAGHUBN 717704.364E 1469170.564EL 330.279XWALK SIGNALBUS STOPSIGN POSTSAIRPORTRIGHTBOT 324.412"VCP project name:sheet title: sheet no. scale: project no. checked by: drawn by: date:P. 802.879.515320 MAIN ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF. 802.872.2764project address:sheet date:BETA Technologies1794500123 JUNE 12, 2020ISSUED FOR PERMIT REVISED 06/26/20 1150 AIRPORT DRIVESOUTH BURLINGTON, VT 0540306/12/20 Date Revisions Stantec Consulting Services Inc.55 Green Mountain DriveSouth Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. SITE LAYOUT, GRADING AND DRAINAGE PLAN C-103NC. GENDRON G. MERKLE V:\1794\ACTIVE\179450123\TRANSPORTATION\DRAWING\SHEET FILES\C-103_SITE LAYOUT PLAN.DWG FIRST FLOOR0"674' - 0"2' - 8 1/8"EXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMECONCRETE SLABAHU-413' - 7"FIRST FLOOR0"14' - 0"8' - 3"EXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMECONCRETE SLABAHU-5FIRST FLOOR0"MEZZ 110' -0"AB4' - 0"ALIGN CORTEN PANEL WITH FACE OF INSULATED METAL PANEL BEYONDEXPANDED CORTEN METAL PANELS ON TUBESTEEL FRAMEAHU-5CONC SLAB28' - 5"4 YARD DUMPSTERTOTETOTE4 YARD DUMPSTER21' - 6"11' - 6"6"CLR9' - 3"2' - 0"CLR9' - 3"6"6x6 STL POST6' - 0"EXPANDED CORTEN METAL PANELS, TYPICALSTL FRAME CLAD IN EXPANDED CORTEN METAL PANEL6x6 STL POSTSTL FRAME W/ EXPANDED CORTEN METAL PANELEXPANDED CORTEN METALPANELSCONCRETE SLABCONCRETE SLABEXPANDED CORTEN METAL PANELSSTL FRAME W/ EXPANDED CORTEN METAL PANEL7 CARMICHAEL ST. ESSEX, VT 05452802.879.5153802.872.2764SCOTTPARTNERS.COMP:F:BETA TechnologiesENLARGED EXTERIOR ELEVATIONS07/20/201/4" = 1'-0"1ENLARGED WEST ELEVATION AT AHU-41/4" = 1'-0"2ENLARGED WEST ELEVATION AT AHU-51/4" = 1'-0"3ENLARGED SOUTH ELEVATION AT AHU-51/4" = 1'-0"4DUMPSTER ENCLOSURE PLAN AND ELEVATIONSEXPANDED METAL PANEL IN CORTEN STEEL Beta Technologies Expansion Project Estimate of Probable Construction Costs / City Landscape Budget 7/21/2020 ORIGINAL BUDGET PER CITY OF SO. BURLINGTON $69,740.00 REPLACEMENT COST OF 5 TREES $16,526.00 TOTAL - NEW BUDGET REQUIRED BY CITY OF SO. BURLINGTON $86,266.00 Item Quantity Unit Unit Cost Unit Total Sub-total WALLS & STONEWORK& MISCELLANEOUS SITE FEATURES Bollards @ Entry Plaza 11 EA $620.00 $6,820.00 Bike Racks 4 EA $840.00 $3,360.00 Decorative Fencing-Part of BTV Master Plan 294 LF $70.00 $20,580.00 $30,760.00 Walls & Stonework Subtotal PLANTING Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Betula nigra - RIVER BIRCH; 3-3.5" Cal.11 EA $650.00 $7,150.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.2 EA $1,300.00 $2,600.00 Acer x freemanii - FREEMAN MAPLE; 3-3.5" Cal.6 EA $930.00 $5,580.00 5 Gal. Shrubs 25 EA $100.00 $2,500.00 3 Gal. Shrubs 60 EA $85.00 $5,100.00 Ornamental Grasses, 2 gal.45 EA $25.00 $1,125.00 Carex Plugs - GROUNDCOVER 2174 EA $12.00 $26,088.00 Planting Subtotal $65,893.00 Subtotal $96,653.00 TOTAL $96,653.00 NOTE: The following Trees are being planted as replacement Trees for those removed Gleditsia t.c. 'Streetkeeper - HONEYLOCUST; 3-3.5" Cal. 4 EA $1,125.00 $4,500.00 Quercus rubra - RED OAK; 3-3.5" Cal.5 EA $1,150.00 $5,750.00 Ulmus americana- AMERICAN ELM; 3-3.5" Cal.5 EA $1,100.00 $5,500.00 Zelkova serrata - ZELKOVA; 3-3.5" Cal.1 EA $1,300.00 $1,300.00 TOTAL (15 REPLACEMENT TREES)$17,050.00 NOTE: Estimate does not include the following Any earthwork, grading, seeding, concrete walks, bituminous concrete paving Permeable Pavers, Corten Entry Wall or any other items that do not count toward the City of South Burlington Landscape Fee Wagner Hodgson Landscape Architecture 1 7/21/2020 331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'331'330'330'330'330'330'330'330'330'330'330'330'329'W W W W W W W W W UE UE UE UE UE UT UT UT UT UT UT UT UT UT UTUTUTUTUTUTUTUTUTUTUT G G G G G G G G G G G G G G G G G G G G G G G G G G UE UE GGGGW W W W GVGVOS WGVEX XX X X XUEUEUEUEUESS XXXXXXXXXXXXESGVSSSSD SD SDSDBBBBBBBBBBBUEUEUEUE UE UE UE UE UE UE UE UE UEUE UE UE UE UE UE UESD WAE&TAE&TAE&TBSOS WSBOS WBBBBBBBAE&TAE&TAE&TAE&TAE&TAE&T SDSDSDSDSDSDSDSD SDUTUTUTUE UE UE UE GGSD SD SD SD SD SD SDG SD SD SD SD SD SD SD SS SS SS SS SD SD CMCT15"CMP 10"PE 12"RCP12"RCP15"CMP CCIT6-24"PVCTIE DOWN ANCHOR36"CPEP18"CPEP GATE1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOK1.0'DIA CONC PADTIE DOWN HOOKB12B10B11TG 328.35INV 324.9BOT 321.8TG 330.14INV IN 321.3INV OUT 321.2BOT 320.3TG 330.34INV IN 325.6INV OUT 322.1BOT 320.9RIM 331.31RIM 331.29RIM 331.28RIM 331.28DDDXWALK SIGNAL4"X4" POSTLANE DIRCONC BLOCK WALLSTEL PED8"STEELTG 330.30INV IN 327.5INV OUT 327.7BOT 325.96"CMPDPAVEMENT J O I N T PAVEMENT J O I N T BTV MAINTENANCEPARKING ONLY4"X4"CONC2.8'AG UG TEL4"X4"CONC3.5'AG UG TELBTV AIRPORTSHORT TERMCELL PHONE LOT4"X4" POSTMAILBOXTG 330.92BOT 314.5COULD NOT SEE PIPES3' TO 5' OF WATERTG 328.94INV 327.3BOT 324.4(3' OF WATER)TG 329.74INVS 327.2BOT 326.2TG 330.18INV 328.0BOT 326.0TG 330.02INV 327.5BOT 326.1DDDDDDDRIM 330.56IT-1TP-2IT-3TEST PITMAILBOXBIAMAINTENANCETG 330.0112" INV 326.715" INV S 325.715" INV N 325.2BOT 324.6UTILCABINETCCIT TEST PITIT-5TP-312"STEELTG 330.07INVS 327.3BOT 327.3TG 329.4812" INV 326.715" INV S 325.715" INV N 324.9BOT 324.94"STEEL RIM 330.34INV IN 319.8INV OUT 319.712"VCP12"VCP IT-2TP-1TEST PIT> >>>>>>>UPUPX X X X X X X X X X X X X X X X X X X X X XUPUP402 SFCLASSROOM 1403 SFCLASSROOM 2541 SFSIM 2541 SFSIM 13108 SFFUTURE640 SFCLASSROOM 3160 SFOFFICE279 SFMEETING101 SFLOUNGE309 SFVRUPUPSDSDSDSDSDSDSDSDSSSSSSSDSDSDW W W W W W W W W W W W UGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGEUGEUGEUGEUGE UGE UGE UGE UGE UGE U G E project name:sheet title: sheet no. scale: project no. checked by: drawn by: date:P. 802.879.515320 MAIN ST. ESSEX JUNCTION, VT 05452SCOTTPARTNERS.COMF. 802.872.2764project address:sheet date:BETA Technologies1794500123 JUNE 12, 2020ISSUED FOR PERMIT REVISED 06/26/20 1150 AIRPORT DRIVESOUTH BURLINGTON, VT 0540306/12/20 Date Revisions Stantec Consulting Services Inc.55 Green Mountain DriveSouth Burlington VT 05403 U.S.A.802.864.0223www.stantec.comTel. UTILITY PLAN C-106NC. GENDRON G. 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