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HomeMy WebLinkAboutZP-24-386 - 0870 Williston Road 11/18/2024^ ^ ^ ^^ o o o o o o o o ^ ^ ^ X X X X X ^^ ^ ^X X X X X X XXX XX X XXX X X X X X X X X X X X X X X XXX X X X X XX X X X X X XX X XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX XXXXX X X X X X X X X X X X X XXXXX X X XXX X X o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o P A T C H E N R O A D VALLEY R I D G E R D IN T E R S T A T E 8 9 IN T E R S T A T E 8 9 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o ^ o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o IN T E R S T A T E 8 9 IN T E R S T A T E 8 9 o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o X X X X X X X X X X X FP FP SAT.DISH SAT.DISH SAT.DISH SAT.DISH SAT.DISH 304.2 302.3 303.1 301.9 299.8 302.2 303.6 290.0 287.7 320.0 310.0 302.3 302.7 301.3 300.4 297.9 290.4 297.9 287.2 289.1 312.1 305.4 314.5 281.9 296.6 293.6 292.0 290.0 282.2 280.1 277.2 291.9 289.9277.3 289.5 290.8 292.0 279.0 293.8 291.9 276.0 291.7 284.2 281.4 291.7 284.0 283.4 289.8 287.7 280.3 280.2 296.7 289.2 301.5 304.5 300.2 292.0 292.9 301.6 299.5 294.1 282.7 286.5 295.9 291.7 289.7 274.8 301.6 299.7 289.0 293.5286.0 282.9 290.5 289.5 300.6 298.8 296.9 261.4 268.6 265.6 261.0 263.6 260.8302.8 308.4 304.5 313.7 305.0 CFC - BASEBALL CONCESSIONS0972 LAKE MONSTERS ^ ^ ^ ^^X XXXXXXXXXX X X X X X X X X X X X X X X X X X X X XXXXXXXX XXXXX X X X X X X302.8 308.4 313.7 305.0 CFC - BASEBALL CONCESSIONS0972 LAKE MONSTERS 287 COLCHESTER AVE CFC MAINTENANCE BARNCENTENNIAL FIELD0971 > C A T A M O U N T D R I V E ^ X X X X X X X X X o o o o o o o o X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X XX X X o o o o o o o o o o o o o o o o o o o o o o o o INT E R S T A T E 8 9 Exit 1 4 O f f R a m p X X X X X X XXXX CATAMOUNT DRIV E CE N T E N N I A L C O U R T ( P r i v a t e l y O w n e d ) FAHC HELICOPTER LANDING PAD (PRIVATE)FACULTY AND STAFF APARTMENTSCENTENNIAL COURT EA S T A V E CA R R I G A N D R I V E M A I N 256 260 FAHC HELICOPTER LANDING PAD M A I N S T WI L L I S T O N R O A D SPE A R S T EA S T A V E ANTENNA 393.2 387.2 392.4 386.2 386.2 374.0 377.2 376.8 368.1 367.4 366.7 370.4 384.3 368.4 358.1 350.3 348.2 352.7 352.7 346.0 346.0 362.3 350.4 360.5 364.4 360.7 354.0 348.6 370.1 370.1 370.1367.9 364.3 364.4 367.9 344.2 345.7 346.0 375.6 376.4 375.6 370.2 370.2 373.1 373.1 349.9 350.8 349.5 T G C 284 EAST AVE 0001 IMF280 EAST AVE0198 LIBRARY RESEARCH ANNEX282 EAST AVE0199 RESCUE FACILITY60 EAST AVE0197 Ins t i t u t i o n a l & A g r i c u l t u r a l - N o r t h D i s t r i c t Co m m e r c i a l 1 - R e s i d e n t i a l 1 2 D i s t r i c t Inte r s t a t e H i g h w a y O v e r l a y D i s t r i c t Int e r s t a t e H i g h w a y O v e r l a y D i s t r i c t Tr a f f i c O v e r l a y D i s t r i c t - Z o n e 1 Tr a n s i t O v e r l a y D i s t r i c t ^^ ^ ^ ^ X X X X X X X X X X X X X XXXXX ^^ X X X X ^^^^^^ ^ ^ X X X X X X X X X X X X X X X X X XXX X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X XXXXXXX X X X X X X X X BILODEAU COURT BIL O D E A U P A R K W A Y BIL O D E A U P A R K W A Y BILODEAU COURT EAS T A V E CASE PARKWAY CASE PARKWAY 27 58 64 66 67 61 55 47 43 35 EA S T A V E 82 76 72 88 94 102 16 4 BILODEAU PARKWAY 140 145 ^ X ^^^ ^^^^^^^^^^ ^ X ^^^ ^ ^ ^ ^ ^ ^ XXX X X X X X ^ ^^ X X X ^ ^ ^ X X X X X ^ ^X X X XXX X X X X X X X X X X X XX X X X X X X X X X X X ^ ^ ^ ^ ^ ^ ^ ^ ^^^ ^ ^ ^ ^ MA R Y F L E T C H E R D R I V E CE N T E N N I A L C O U R T ( P r i v a t e l y O w n e d ) CEN T E N N I A L C O U R T ( P r i v a t e l y O w n e d ) CENTENNIAL COURT (Privately Owned) (PRIVATE)FACULTY AND STAFF APARTMENTSCENTENNIAL COURT MARY FLE T C H E R D R I V E EAS T A V E 150 165 175 155 145 EA S T A V E 27 225 224 230 206 202 198 192 166 154 217 205 201 195 183 202 ^ X X X X X X X 19 120 130 38 34 28 22 14 50 44 606064 70 74 75 69 59 55 47 31 37 45 4135 33 27 X X X X X X X X X X XXX X X X X ^ VV V V ANTENNA ANTENNA SAT.DISH SAT.DISHSAT.DISH SAT.DISH SAT.DISH SAT.DISH 385.1 324.5 332.4 330.4 325.1 325.2 326.6 334.6 329.4 380.9 371.1 380.5 352.5 348.5 347.0 351.1 338.6 348.1 347.1 344.6 349.3 336.6 349.8 349.1 341.5341.5 334.4 339.3 339.3 340.8 339.7 339.4 326.6 333.2 342.3340.8 341.2 335.8 342.5 343.2 341.6 343.5 330.9 341.6 338.9 331.9335.7 323.2 343.1 341.6 330.4 342.1 342.3 340.2 333.7 329.1 342.2 341.5 341.5 334.7 326.6 339.6 342.6 335.1 339.8 332.8 329.8 330.5 341.9 330.7 344.4 339.7 336.2 342.0343.4 341.8343.5 329.6 332.6 324.3 355.9 347.7 350.1 345.1346.7 334.1 352.4 348.7 342.7 336.5 355.1 361.3 356.1356.0 356.0 366.0364.9 359.3 352.6 374.4 373.1 360.1 366.4 356.4 364.8 353.0 355.5 361.7 360.6 352.4 342.3 340.4 335.2 341.6 348.6 334.0 336.6 347.3 335.8 344.3 331.8 332.6 338.3 341.4 338.5 338.4 333.5 338.5 338.3 335.7 337.8 337.8 342.2 333.0 329.7 332.2 341.9 331.3 332.2 342.1 331.1 328.9 336.5 340.9 334.0 344.3 331.1 349.1348.6 337.7 345.9341.0 348.5 362.5 360.0 362.2 360.0 349.2 362.1 360.9344.5 353.7 351.4 352.4 352.4352.4 341.9 336.2 330.4 340.7 361.9 356.6 344.6 348.0 358.7355.0 356.5340.6 352.6 349.1 344.5340.9 349.1 347.7 347.7 331.8 334.4 331.7 323.8 323.9 385.0 393.2 392.1 392.1 392.1 392.2 394.7 398.1 381.8 376.5 383.9 381.1 387.1 384.6 385.0 348.1 348.2 338.3 339.0338.8 338.6367.2 377.6 382.2 367.5 357.4 354.0 356.2 355.7 355.2 352.9 386.9 370.1 369.2 379.0364.6 370.2 366.6384.2 368.1 370.2 384.2 380.5 374.9 366.2 343.0 345.9 339.6 337.4 330.1 331.1 332.5 344.1 332.7 341.8 340.8 337.3 338.4 331.7 393.1 385.2 385.2 390.0 376.3 377.3 379.0 383.5 382.4 387.4385.6 380.1 387.4 386.9 386.3 384.5 377.4 385.3 387.5 383.4 369.8 369.8 369.9 383.6368.5 383.8 379.8 379.8 370.4 387.0371.6 377.4 368.6 377.3 380.9 371.0 375.3 364.5 387.7 383.1 370.4 369.7 369.8 377.2 361.4 346.3 347.3 348.7 349.9351.6 352.8 342.8 341.5 340.3 338.8 337.7 357.1358.2 359.7 361.2 362.5 352.7 352.9 351.3 350.1 348.7 347.0 353.1 352.2 352.4 351.6 347.3 346.2 347.3 346.5 348.7 369.1 369.3363.6 363.8 364.1 363.6 342.9 342.9 367.7 368.0 368.4365.6 363.0 363.0 365.2 342.1 342.1 342.9 366.8 367.2 361.4 361.4 361.5 361.5 341.5 341.3 341.6 340.7 340.5 365.9 365.9 361.2361.2 360.7360.7 367.3 366.7369.7 369.6 344.3 341.5 345.7 345.2 365.5 365.5 366.2 366.2 370.8 370.9 372.2 371.4 365.9 365.9 366.1 366.1 347.4 346.0 348.2 370.2 370.2 367.0 367.0 372.7 373.5 373.0 347.7 400.4 406.9 458.0 446.8 X X X X ^^^^^^ ^ ^ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXX X X XXXXXXX X X X X X X X X CASE PARKWAY 58 64 66 67 61 55 47 EA S T A V E 82 76 72 88 94 102 16 4 SAT.DISH 324.5 332.4 330.4 325.1 325.2 326.6 334.6 329.4 333.5 338.5 338.3 335.7 337.8 337.8 342.2 333.0 329.7 332.2 341.9 331.3 332.2 342.1 331.1 328.9 336.5 340.9 334.0 344.3 331.1 349.1348.6 337.7 345.9341.0 348.5 362.5 360.0 362.2 360.0 349.2 362.1 360.9344.5 353.7 351.4 352.4 352.4352.4 341.9 336.2 330.4 340.7 361.9 356.6 344.6 348.0 358.7355.0 356.5340.6 352.6 349.1 344.5340.9 349.1 347.7 347.7 331.8 334.4 331.7 323.8 323.9CENTRAL UTILITY PLANT (CUP) RADIATION ONCOLOGY COOLING TOWERS CFC GROUNDS GAR/PUMPCENTENNIAL FIELD0960 CFC GROUNDS BLDG50 UNIVERSITY RD0962 CFC MAINTENANCE FACILITY40 UNIVERSITY RD0963 CFC GROUNDS GARAGECENTENNIAL FIELD0961 HYD 308 NewTrans foreba y Heat P u m p / Cond e n s e r P a d MECH B B B B B B M 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 UD UD B B B B B ST ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION C-100 OVERALL SITE PLAN Do u b l e T r e e P a r k i n g an d S t o r m w a t e r Im p r o v e m e n t s 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 150' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS REV REV DATEDESCRIPTION 08/02/24 Permit Review Approximate project limits. See Sheet C-101 for enlarged site plan Limits of Centennial Woods Natural Area 150' Right of Way (N/F) Vermont Transco LLC 75' Right of Way (N/F) Vermont Transco LLC 75' Right of Way (N/F) Vermont Transco LLCMapped Habitat Block impact (2,430 s.f.) within limits of existing stormwater treatment pond NATURAL RESOURCE ENCROACHMENTS See Inset on this plan PROJECT INFORMATION Property Owner:University of Vermont Zoning:C1-R12 & IA NORTH Habitat Block and Wildlife Corridor Limit LAND USE LEGEND Special Flood Hazard Area River Corridor Limit Very Steep Slope (>25%) Class II Wetland Class II - 50 ft Wetland Buffer Existing Easement/Right of Way East Pond Main Street Pond University of Vermont & State Agricultural College Zoning Districts Proposed Habitat Block Offset Area (2,430 s.f.) Proposed Habitat Block Offset Area 1 08/13/2024Natural Resource Revisions Proposed modified Habitat Block boundary Proposed modified Habitat Block boundary 2 09/18/2024New trees > > > > > > > 18" A D S 31 2 3 1 1 314 313 312 311 31 0 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 308 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306 305 305 Gravel Wetland Cell #1 Ground Elevation 303.0 WSE 302.7 Forebay 310 24" Vertical Inlet Pipes. See details. UD UD Gravel Wetland Cell #2 Ground Elevation 303.0 WSE 302.7 Install 39' of 6" perf. PVC pipe with cleanouts on each end. 6" solid PVC pipe Stable vegetated path for gravel wetland access. Line bottom of forebay with 6" crushed gravel See forebay weir Cross Section Detail. 4:1 sideslopes to elevation 308.0' 24" Vertical Inlet Pipes. See details. UD UD Install 39' of 6" perf. PVC pipe with cleanout. Remove existing outlet structure New 6" PVC New Outlet Structure DMH #1. See Details New 6" co Maintain existing spillway Connect new 24" PVC SDR 35 pipe to existing B B B B B B 310 315 UD U D Connect 24" pipes with 6" perf pipe installed at bottom of stone ST CB H10 Rim 315.4 Inv. in 306.10 Inv. out 306.00 ES inv. 305.0 Sawcut pavement CB H8 Rim 311.50 Inv. out 308.00 ST ST ST ST ST ST Tie-in new curb to existing New paved parking lot in footprint of demolished hotel wing 2.5:1 sideslopes above elevation 308.0' 18" ADS 4' high black vinyl coated chain link fence CB H9 Rim 313.80 Inv. in 307.6 (18" W) Inv. in 307.55 (15"N) Inv. out 307.45 (18" S) CB H7 Rim 315.7 Inv in 308.5 (18" Ex) Inv. out 308.40 (18" E) ST ST ST 15 " A D S New curb to direct runoff to the gravel wetland Restore to vegetation 328. 0 0 x 12" AD S CB H11 Rim 328.00 Inv. out 323.00 (No Sump) Remove 6" storm pipe and expand existing penetration for new 12" ADS pipe. Insert pipe (Inv. 317.3±) and concrete encase penetration. See Detail Install vertical bends on storm pipe as necessary to fit pipes into storm structure penetrations. Remove and dispose of existing storm structure and pipe Remove and dispose of existing storm structure and pipes 6' transition to flush curb Stone dissipater pad at edge of pavement 10' wide double gate for stormwater system access New concrete curb 12 Parallel Parking Spaces 312 New 2-1/2" min. caliper ‘Nyssa sylvatica’/ Black Tupelo trees (typical of 3) Begin new curb New curb to direct runoff to the gravel wetland LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) ST PROPOSED STORM LINE/MANHOLE/BASIN PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 GRAVEL WETLAND NEW CRUSHED STONE EASEMENT LINE ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION C-101 SITE PLAN GRAVEL WETLAND & STORM COLLECTION Do u b l e T r e e P a r k i n g an d S t o r m w a t e r Im p r o v e m e n t s 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 1" = 20' SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS GRAVEL WETLAND #1 Topsoil, seed, and stabilize sideslopes wtih rolled erosion matting Topsoil, seed, and stabilize sideslopes wtih rolled erosion matting Install boulders along wetland buffer prior to beginning construction REV REV DATEDESCRIPTION 08/02/24 Permit Review Se e I n s e t A b e l o w INSET A Prope r t y L i n e 1 08/13/2024Natural Resource Revisions 2 09/18/2024New trees PROPERTY LINE NEW 2-1/2" CALIPER DECIDUOUS TREE > > > > > > > 31 2 3 1 1 314 313 312 311 31 0 315 31 3 x 30 5 . 0 ' 303302 304 306 307 308 309 311 312 313 310 305 305 314 313 312 311 309 308 307 306 304 303 310 305 313 312 308 306 304 303 x 3 0 3 . 7 305 304 304 306 306 305 305 310 UD UD UD UD B B B B B B 310 315 UD UD ST ST ST ST ST ST ST ST ST ST 312 Begin new curb New curb to direct runoff to the gravel wetland ISSUED: STATUS: SCALE: COPYRIGHT © SMITH BUCKLEY ARCHITECTS PLLC ALL RIGHTS RESERVED REQUEST CLARIFICATIONS AT ONCE IF THE MEANING IS UNCLEAR OR DISCREPANCIES APPEAR IN THESE DRAWINGS. FIELD CHECK ALL DIMENSIONS PRIOR TO CONSTRUCTION C-300 1" = 20' EROSION PREVENTION & SEDIMENT CONTROL PLAN CIVIL ENGINEER 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com KREBS & LANSING CONSULTING ENGINEERS SMITH BUCKLEY ARCHITECTS P 802 540 0323 www.SBAVT.com 431 PINE STREET SUITE 210 BURLINGTON VT 05401 After topsoil and seeding, stabilize sideslopes with rolled erosion fabric. Stabilize sideslopes with rolled erosion fabric. Install and properly key-in silt fence or straw wattles or shallow stable swale at top of slope along edge of pavement to direct runoff away from excavation Install crushed stone stable discharge area REV REV DATEDESCRIPTION Install and maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install and maintain straw wattles or approved equal, around catch basin inlet. Place Marsh Mat coir inlet filter over grate Install and properly key-in silt fence or straw wattles prior to beginning new curb. Install orange construction limit tape on grade stakes Install construction limit barrier prior to beginning earthwork, typical SE E I N S E T B E L O W Do u b l e T r e e P a r k i n g an d S t o r m w a t e r Im p r o v e m e n t s 87 0 W i l l i s t o n R o a d So u t h B u r l i n g t o n , V e r m o n t 08/02/24 Permit Review Install and properly key-in silt fence or straw wattles prior to beginning new curb. Install orange construction limit tape on grade stakes INSET Possible dewatering site. Pump to Dirt Bag, or approved equal, sediment filter bag with downslope wattles Erosion Prevention and Sediment Control Notes 1 09/18/2024New trees