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Home My WebLink AboutSD-24-01 - Plans - Non-Record - 0870 Williston Road> CATAMOUNT DRIVE WI L L I S T O N R O A D City o f S o . B u r l i n g t o n City o f B u r l i n g t o n WIL L I S T O N R O A D o o o o o o o o o o CATA M O U N T D R I V E 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 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 Com 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 City C e n t e r F o r m B a s e d C o d e T - 4 Tr a n s i t O v e r l a y D i s t r i c t LOCATION MAP SCALE: 1" = 2,000 FT SITE LAT: N44° 28' 21" LONG: W73° 11' 11" Soil Test Pit Log DoubleTree by Hilton 870 Williston Rd, South Burlington Vermont Date:May 3, 2023 Weather:50° F, Rain, ±2.1" of rain in the previous thee days Present:Cameron Goodrich, Krebs & Lansing Consulting Engineers, Inc. NLTD = no ledge to depth HSWT = high seasonal water table NWTD = no water to depth TP-1 0” - 13”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels 13” - 29”2.5Y 4/3 Olive Brown, gravelly loamy sand, single grain, loose, few roots, damp, heavy seeps @ 29” NLTD, Water = 29” TP-2 0” - 12”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels 12” - 18”2.5Y 5/3 Light Olive Brown, cobbly loamy sand, single grain, loose, damp, roots, few gravels 18” - 48”10YR 5/3 Brown, gravelly loamy sand, single grain, loose, few roots, few cobbles, redox begins @ 48”, heavy seep @ 28” 48” - 66”10YR 5/3 Brown, gravelly loamy sand, single grain, loose, few cobbles, redox throughout layer NLTD Water = 102” SHWT = 48” TP-3 0” - 8”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, heavy root density, few gravels 8” - 20”10YR 5/3 Brown, loamy sand, single grain, loose, structures, roots, damp 20” - 46”10Yr 5/6, Yellowish Brown, fine loamy sand, sub angular blocky, friable, few roots, damp, Redox begins @ 46” 46” - 52”2.5Y 5/1 Gray, fine loamy sand, single grain, soft, friable, damp, redox bands until 49” and clean below NLTD, NWTD HSWT = 46” TP-4 0” - 6”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels 6” - 17”2.5Y 4/4 Olive Brown, loamy sand, single grain, loose, structures, soft, damp, redox begins @ 17” 17” - 52”2.5Y 5/1 Gray, loamy fine sand, sub angular blocky, moderate firm, saturated with moisture, redox throughout layer, seeps @ 50” NLTD Water = 50” HSWT = 17” TP-5 0” - 14”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels, ledge @ 14” Ledge = 14” TP-6 0” - 6”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels 6” - 16”7.5YR 5/4 Brown, gravel fill, very gravelly sand, loose, single grain, damp, landscape fabric @ 16”, redox begins below landscape fabric 16” - 32”2.5Y 4/1 Dark Gray, gravelly sandy silt, massive, very firm, models and redox throughout layer, seeps @ 32” NLTD Water = 32” HSWT = 16” TP-7 0” - 2”10YR 2/2 Very Dark Brown, gravely loamy sand, single grain, loose, organic layer, damp, roots 2” - 10”7.5YR 5/4 Brown, gravel fill, very gravelly sand, loose, single grain, damp 10” - 15”10YR 3/3 Dark Brown, loamy sand, single grain, loose, soft, damp, few gravels, roots 15” - 31”10YR 5/4 Yellowish Brown, loamy fine sand, single grain, loose, damp, few roots and gravels, redox begins @ 31” 31” - 43” 2.5Y 5/3 Light Olive Brown, loamy fine sand, sub angular blocky, friable in hand, very damp, roots, redox throughout layer NLTD, NWTD HSWT = 31” TP-8 0” - 12”10YR 3/3 Dark Brown, loamy sand, single grain, loose, damp, roots, few gravels 12” - 20”2.5Y 4/3 Olive Brown, cobbly loamy sand, single grain, loose, damp, multiple seeps @ 18”, redox begins @ 20” 20” - 32”2.5Y 5/2 Gray, loamy silt, massive, moderate firm, water pooling at bottom of test pit, NLTD, Water = 18” HSWT = 20”C-2.0 OVERALL EXISTING CONDITIONS PLAN 1 60 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER 12202 CATAMOUNT :OODS HOUSING X.BASE.dwg S.ETCH PLAN ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2020 Freeman French Freeman Inc. DOUBLE TREE HOTEL > 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 FF 326.0 x 3 2 5 . 5 x 319.5 x 314.95 x 325.5 3 2 5 . 5 x 3 2 5 . 9 5 x 3 2 5 . 5 x x 325.5 x 313.9 Proposed Building x 314 . 9 5 x 3 2 3 . 5 x 31 9 . 7 5 x 319.60 x 319.5 319.5 x x 3 1 9 . 7 x 3 2 0 . 5 x 3 2 0 . 1 0 x 320 . 7 0 x 3 2 0 . 1 0 x 3 1 4 . 9 5 x 319.3 x 3 1 8 . 7 0 316.8x 310 313.4 x 325 320 x 3 1 8 . 5 0 x 319.1 x 3 1 4 . 8 0 320 3 1 7 . 3 x 320 3 1 5 x 314 . 8 313.9 x x 318.4 tw 319.5 x x 314.0 bw x 31 9 . 5 t w tw 3 2 1 . 5 x x 320 . 6 x 3 1 8 . 5 30.0 0 ' 13 12 12 14 14 14 14 6 S S ST ST ST ST ST ST ST ST ST ST GA S S E R V I C E NE W 4 " F O R C E M A I N ST ST ST ST ST ST ST ST ST ST SPR I N K L E R S E R V I C E ( 8 " ) DO M E S T I C S E R V I C E ( 4 " ) FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM New Pump Station and Emergency Storage G G G G G G G G G G G S S S 8" RD RD RD RD 8" R D RD HYD NEW W A T E R M A I N ST ST ST S T ST ST ST x 3 1 6 . 0 x 315.5 W W W W W W W W W W W W W W W W x 314.3 315 315 Un d e r g r o u n d S t o r m w a t e r C h a m b e r s FF 315.0 FF 326.0 x 314.5 x 326.0 x 3 2 5 . 9 8" R D 320 Core & boot new penetration into existing sewer manhole SMh A rim 319.1 inv. in 314.60 inv. out 314.50 SMh B rim 317.40 inv. in 313.10 inv. out 313.00 SMh C rim 317.05 inv. in 311.50 inv. out 311.40 CB A rim 324.5 inv. in 319.10 inv. out 319.00 CB B rim 317.50 inv. in 312.10 inv. out 312.00 CB C rim 318.00 inv. in 311.10 inv. out 311.00 CB D rim 317.30 inv. in 310.60 inv. out 310.50 VP CB E rim 319.30 inv. in 313.10 inv. out 313.00 CB F rim 314.1 inv. in 310.10 inv. out 310.00 CB G rim 313.40 inv. in 309.1 inv. out 309.00 CB H rim 313.90 inv. in 308.60 inv. out 308.50 CB I rim 315.60 inv. in 307.60 inv. out 307.50 CB J rim 318.90 inv. in 313.10 inv. out 313.00 STMh A rim 321.10 inv. in 315.10 (CBK) inv. in 315.5± (CB4A) inv. out 315.00 CB L rim 320.60 inv. out 316.00 CB K rim 320.25 inv. in 315.60 inv. out 315.50 CB N rim 325.70 inv. in 320.10 inv. out 320.00 CB O rim 322.10 inv. out 316.00 inv. out 312.50 6" P V C S D R 3 5 6" PVC SDR35 6" PV C 6" PV C 6" PVC SD R 3 5 12" AD S 15" ADS 15" ADS 15" ADS 15" A D S 18" AD S 1 8 " A D S 12" A D S 15" A D S 12" A D S 12 " A D S 15" A D S 12" AD S CB B1 rim 319.90 inv. in 313.10 inv. out 313.00 S S co 8" 15 " A D S 8" R D 18" A D S 18" ADS x 319.7 320 ES inv. 304.0 x 314.5 CB E1 rim 320.30 inv. in 315.10 inv. out 315.00 CB E rim 320.30 inv. in 315.10 inv. out 315.00 x 325.8 325. 8 x 325 CB N1 Rim 328.30 Inv. out 324.0 x 331.5 x 331.5 x 330.1 x 3 2 9 . 6 305 Xref ..\xref\G-REF.dwg 3 3 1 . 4 x 331.4 x ST ST ST Gravel Wetland Cell #2 Gravel Wetland (Separate Project) Forebay (Separate Project) CB M rim 320.80 inv. in 315.10 inv. out 315.0012" A D S 320 B BB B B B B B rec y c l i n g tra s h com p o s t b i n s H H H H EV EV EV EV EV EV EV EV EV EV EV VA N VA N H H H H x 3 1 4 . 7 5 x 3 1 4 . 9 0 x 314.70 x 314.50 314.1 0 x x 314.45 x 315.30 x 315.3 x 314.9 x 314.5 x 31 5 . 5 0 x 315.55 x 3 1 4 . 8 5 x 314 . 5 x 314.5 x 314.4 x 314.3 x 3 1 3 . 7 x 314.2 3 2 5 . 7 7 x 3 2 5 . 6 5 x 3 2 5 . 4 5 x 3 2 5 3 2 4 . 1 x 3 2 2 . 1 x 3 2 2 . 0 x 325. 9 5 x 325.85 x x 322.1 x 3 2 1 . 1 x 322.45 x 3 2 0 . 9 x 324.95 x 324.45 3 2 4 . 3 5 x x 325.75 32 2 . 7 5 x x 318.9 x 319.0 320 H H x 315.9 x 3 1 6 . 4 x 316.05 3 1 5 3 1 4 . 5 x x 314.9 x 326.1 EV 32 5 . 8 x x 3 2 4 . 5 x 3 2 5 . 2 x 325.7 325 32 0 x 32 1 . 5 x 320 . 7 x 3 2 0 . 1 0 x 320.6 x 320.7 x 32 1 . 2 ST ST ST ST 18" A D S 3 2 5 . 8 5 x 3 2 5 . 7 5 x 3 2 5 . 5 5 x 3 2 5 . 9 x 3 2 5 . 5 5 x 3 2 6 . 1 x 325 320 32 4 32 5 New Sidewalk Courtyard Courtyard Fire Lan e ( N o P a r k i n g ) ( P a v e d ) New Precast Block Retaining Wall New 10' wide Asphalt Recreation Path Dro p - O f f A r e a 2:1 stone stabilized slope ADA Accessible ADA Accessible Drop-Off A r e a New Bike Racks New Bike Racks (5) 50 ft Right of Way Courtyard Place boulders to delineated wetland buffer Dro p - O f f A r e a New security and privacy fencing New Screened Trash Enclosure Alt e r n a t e En t r a n c e 5' greenbelt New EV Charging Stations (8) x 3 1 3 . 9 320 x 3 2 1 . 6 314 3 1 6 31 7 318 319 318 321 x 3 2 1 . 4 x 314.5 x 314.5 31 4 324 322 S ST G W FM RD CW-1.2 UTILITY PLAN 1 0 FUTURE PARKING GARAGE DOUBLE TREE HOTEL 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER 12202 &ATAMOUNT :OODS HOUSING SH-Site.dwg SKET&H PLAN ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2020 Freeman French Freeman Inc. FF 326.0 Proposed Building 30.0 0 ' 13 12 12 14 14 14 14 FF 315.0 FF 326.0 VP co Xref ..\xref\G-REF.dwg Gravel Wetland Cell #2 Gravel Wetland (Separate Project) Forebay (Separate Project) B BB B B B B B rec y c l i n g tra s h com p o s t b i n s H H H H EV EV EV EV EV EV EV EV EV EV EV VA N VA N H H H HH H EV 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 n s i t O v e r l a y D i s t r i c t > CATAMOUNT DRIVE 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 S70° 0 8 ' 4 4 " E 777.7 6 N67°49 ' 1 7 " E 316.96 ' S78°54'10 " E 805.44' S43 ° 5 2 ' 0 9 " W 366 . 5 8 ' New Sidewalk Courtyard Courtyard Fire Lan e ( N o P a r k i n g ) ( P a v e d ) New Precast Block Retaining Wall New 10' wide Asphalt Recreation Path Dro p - O f f A r e a 2:1 stone stabilized slope ADA Accessible ADA Accessible Drop-Off A r e a New Bike Racks New Bike Racks (5) New 50 ft Right of Way Courtyard Place boulders to delineated wetland buffer Dro p - O f f A r e a New security and privacy fencing New 6' wide concrete walk New Screened Trash Enclosure 5' greenbelt 5' greenbelt New EV Charging Stations (8) 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT SP-1.0 2228.1 tME SUBDIVISION/LEASE LINE MAP 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER 1 0 FUTURE PARKING GARAGE 1/0/24 &ATAMOUNT :OODS HOUSING DOUBLE TREE HOTEL SH-Site.dwg SKET&H PLAN REVISION ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2020 Freeman French Freeman Inc. LEGEND NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW GRAVEL SURFACE NEW ASPHALT & SUBBASE NEW CONCRETE PAD ZONING DISTRICT LINE PROPERTY LINE EASEMENT LINE Original lease limit line 60' R.O.W. Orig i n a l P r o p e r t y L i n e Lease Li m i t L i n e Pro p o s e d L e a s e L i m i t L i n e EXISTING RIGHT OF WAY NEW RIGHT OF WAY ^ ^ ^ ^ ^ 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 PAT C H E N R O A D PAT C H E N R O A D PATC H E N R O A D VALLE Y R I D G E R D VALL E Y R I D G E R D VALLEY RIDG E R D VALL E Y R I D G E R D VALLEY RIDGE R D PA T C H E N R O A D INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTER S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTER S T A T E 8 9 INTE R S T A T E 8 9 INTER S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE 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 INTE R S T A T E 8 9 INTE 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 WILLIS T O N R O A D WILLIS T O N R O A D WILLIS T O N R O A D WILLIS T O N WILLIS T O N R O A D WILLIST O N R O A D INT E R S T A T E 8 9 INT E R S T A T E 8 9 INT E R S T A T E 8 9 INT E R S T A T E 8 9 INT E R S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE R S T A T E 8 9 INTE 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 ooo o o o o o o o o o o o o o o o o o o o WILLISTO N R O A D WILLISTO N R O A D 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 FP FP SAT.DISH SAT.DISH SAT.DISH SAT.DISH SAT.DISHSAT.DISH 304.2 302.3 303.1 301.9 299.8 302.2 303.6 290.0 287.7 320.0 310.0 302.3 302.7 301.3 312.1 305.4 314.5 293.6 292.0 290.0 282.2 280.1 277.2 291.9 289.9277.3 289.5 290.8 292.0 279.0 293.8291.9 276.0 291.7 284.2281.4 291.7 284.0 283.4 289.8 287.7 280.3 280.2 296.7 289.2 301.5 304.5300.2 292.0 292.9 301.6 299.5 294.1 282.7 286.5 295.9 291.7 289.7274.8 301.6 299.7 289.0 293.5286.0 282.9 290.5 289.5 300.6 298.8 296.9 261.4 268.6 266.0 265.1 265.3265.6 265.6 265.6 261.0 263.6 260.8 258.2 255.5 302.8 308.4 304.5 313.7 305.0 CFC - BASEBALL CONCESSIONS0972 LAKE MONSTERS ^ ^ ^ 302.8 308.4 313.7 305.0 CFC - BASEBALL CONCESSIONS0972 LAKE MONSTERS 287 COLCHESTER AVE CFC MAINTENANCE BARNCENTENNIAL FIELD0971 City o f B u r l i n g t o n City o f S o u t h B u r l i n g t o n ^ WILLI S T O N R O A D o o o o o o CATAMOU N T D R I V E 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 CATAMOUNT DRIVE 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 ) 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 ) FAHC HELICOPTER LANDING PAD (PRIVATE)FACULTY AND STAFF APARTMENTSCENTENNIAL COURT EAS T A V E CATAMOUNT DRIVE CARRI G A N D R I V E MAIN EAS T A V E EAS T A V E 256 260 FAHC HELICOPTER LANDING PAD MAIN S T WILLI S T O N R O A D SPEA R S T EA S T A V E ANTENNA 393.2 387.2 392.4 386.2386.2 374.0 377.2 376.8 368.1 367.4 366.7 370.4 384.3 368.4 358.1 350.3 348.2 352.7 352.7 346.0 346.0 362.3 350.4 360.5 364.4 360.7 354.0 348.6 370.1 370.1 370.1367.9 364.3 364.4 367.9 344.2 345.7 346.0 375.6 376.4 375.6 370.2 370.2 373.1 373.1 349.9 350.8 349.5 City o f S o . B u r l i n g t o n City o f B u r l i n g t o n 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 Com 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 City C e n t e r F o r m B a s e d C o d e T - 4 Tra n s i t O v e r l a y D i s t r i c t NATURAL RESOURCES MAP, ZONING & DENSITY PLAN Catamount Woods Housing South Burlington, Vermont 22283 TJB 1" = 200' 12/20/2023 DP-1.0 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com Very Steep Slope (>25%) Wetlands & Buffer 18.4 ac - 800,740 sf 28.3 ac - 1,233,550 sf PROJECT INFORMATION Property Owner:University of Vermont Zoning:C1-R12 & IA NORTH Project Area/Zoning District 87.6 ac - 3,813,980 sf DoubleTree by Hilton Burlington DENSITY CALCULATIONS Density calculations based on Buildable Area which removes Hazard Areas (Very Steep Slopes, wetlands, river corridor, street Right of Ways, Special Flood Hazard Areas, and other possible environmental limitations). Refer to Density Note #1 below for removal of Habitat Blocks and Very Steep Slopes from these calculations. Buildable Area = 87.6 ac - 28.3 ac - 1.2 ac - 0.4 ac = 57.7 ac Allowable Density = 12 units/acre Maximum Density = 57.7 x 12 = 692.4 units = 692 units allowed Density Calculation Notes: 1.Applicant believes review of this application is subject to limitations set forth in 24 V.S.A § 4413, titled “Limitations on municipal bylaws,” which limits regulation of qualified uses, including schools and educational institutions, to specified criteria and only to the extent the regulation does not have the effect of interfering with the intended functional uses. Habitat Blocks and Steep Slopes are not subject to regulation per 24 V.S.A § 4413. Other mapped natural resources apply per state environmental regulations. 2.The wetland analysis was performed as a desktop review by Arrowwood Environmental and is based on LiDAR contours, soils, VSWI advisory information, and available imagery. 3.Very steep slope areas are based on orthophoto based topographic mapping prepared by the SELLS Mapping Company for the University of Vermont. 4.The River Corridor limit is based on information extracted from the South Burlington City Map Viewer. Habitat Block and Wildlife Corridor Limit Stormwater Ponds 1.2 ac - 50,890 sf Right of Ways 0.4 ac - 16,290 sf DMR East Pond Main Street Pond LAND USE LEGEND Special Flood Hazard Area River Corridor Limit SCALE: 1” = 30’ 01.05.24CATAMOUNT WOODS | LANDSCAPE CONCEPT ROTARY WITH SCULTPURE & MOUNTABLE CURB FOR LARGER VEHICLES CONFERENCE DROP-OFF & NEW ENTRY PLAZA ADA RAMP COURTYARD ACCESS PLANTING BUFFER FOR ROOM PRIVACY WALLS TO TRANSITION GRADE + 325.5 + 319.7 + 320 REDI-ROCK WALL ROTATED PARKING BREAK-AWAY GATE CONCRETE 2-TRACK FOR FIRE ACCESS AND PLOWING RECESSED LAWN BETWEEN. PENDING FIRE MARSHALL APPROVAL. ASPHALT DRIVE WETLAND OVERLOOK DECK PAVERS BETWEEN 2 - TRACK AT COURTYARDS OVERLOOK / SEATING IN SUNNIEST PART OF COURTYARD + 325.5 BOCCE COURT SECURITY FENCE AT BOTTOM OF SLOPE SUN A N G L E 87 SPACES BUS DROP-OFF SEATWALLS TO WAIT FOR BUS + 316 + 325.5 + 325.5 + 319 + 315 + 315 LOWER LEVEL LIGHT WELL / COURTYARD / EGRESS WETLAND OVERLOOK DECK + 325.5 MOUNTABLE CURB FOR TRUCKS / BUS TRASH / RECYCLING ENCLOSURE EXISTING TREE TO REMAIN, TYP. + 325.5 SEATING AREA EV PARKING CONCRETE RETAINING WALL WITH STONE CAP STAIR ACCESS OPEN LAWN + 317 STONE DUST SEATING COURT 5% WALKWAY STAIR ACCESS CONCRETE RETAINING WALL WITH STONE CAP OVERLOOK / SEATING IN SUNNIEST PART OF COURTYARD PLANTING BUFFER FOR ROOM PRIVACY OPEN LAWN PEDESTRIAN ENTRANCE TO BIKE PARKING PLANTERS FOR SEASONAL COLOR SHORT-TERM BIKE PARKING SHORT-TERM BIKE PARKING SECURITY FENCE AT BOTTOM OF SLOPE INT E R S T A T E 8 9 > CATAMOUNT DRIVE WI L L I S T O N R O A D City o f S o . B u r l i n g t o n City o f B u r l i n g t o n WIL L I S T O N R O A D 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 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 XX X X X X X XXXXXXXX X X X X 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 FAHC HELICOPTER L A N D I N G P A D EA S T A V E FAHC HELICOPTE R L A N D I N G P A D WIL L I S T O N R O A D EA S T A V E 360.5 City o f S o . B u r l i n g t o n City o f B u r l i n g t o n T G C RESCUE FACILITY 60 EAST AVE 0197 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 Tra f f i c O v e r l a y D i s t r i c t - Z o n e 1 Com 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 City C e n t e r F o r m B a s e d C o d e T - 4 Tr a n s i t O v e r l a y D i s t r i c t 30.0 0 ' VP co 312 311 314313312311313 303302 304 306 307 308 309 311 312 313 310 314 313 312 311 309 308 307 306 304 303 314 312 308 306 304 303 x 3 0 3 . 7 304 304 304 304 New 5' wide concrete walk Xref ..\xref\G-REF.dwg A B Dri v e w a y New 10' Paved Recreation Path ex. 10' wide paved recreation path 5' wide green belt B BB B B B B B rec y c l i n g tra s h com p o s t b i n s H H H H EV EV EV EV EV EV EV EV EV EV EV BUILDING BUILDING Hotel Addition x320. 0 0 F F E 127 S p a c e s Buildi n g C o n n e c t o r CATAMOUNT WOODS New Multi-Level Parking Garage FUTURE HOUSING PROJECT VAN VAN H H H HH H EV 327 328 329 330 331 332 333 338 334 335 336 337 325 338 338 H H MEC H 10. 6 1 ' 10. 2 6 ' 320 Courtyard / Open Space Site Amenity (13,470 sf.) 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 n s i t O v e r l a y D i s t r i c t Courtyard / Open Space Site Amenity (11,840 sf.) Courtyard / Open Space Site Amenity (12,750 sf.) LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW GRAVEL SURFACE NEW ASPHALT & SUBBASE SITE LAT: N44° 28' 21" LONG: W73° 11' 11" LOCATION MAP SCALE: 1" = 2,000 FT NEW CONCRETE PAD MP-1.0 UVM MASTER PLAN 1 50 Gravel Wetland Cell #2 Gravel Wetland Cell #1 Forebay 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME CIVIL ENGINEER 12202 SH-Site.dwg S.ET&H PLAN ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2023 Freeman French Freeman Inc. &ATAMOUNT :OO'S HOUSING Gravel Wetland Cell #2A Gravel Wetland Cell #1A Forebay 'OUBLETREE HOTEL FUTURE BUILDING Future Stormwater Treatment Facility Expansion 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com > CATAMOUNT DRIVE City o f S o . B u r l i n g t o n 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 XX X X X X X X XXXXXXXXX X X X X X X o o o o o o FF 326.0 Proposed Building 30 6 30 8 310 311 313 319 325 320 324 3 1 9 320 320 319 31 7 318 3 1 5 3 1 4 322 30.0 0 ' 13 12 12 14 14 14 14 6 S S NEW 4 " F O R C E M A I N SPR I N K L E R S E R V I C E ( 8 " ) DO M E S T I C S E R V I C E ( 4 " ) FM FM FM FM FM FM FM FM FM FM FM FM FM S S HYD NE W W A T E R M A I N W W W W W W W W W W W W 317 315 316 317 315 318 FF 315.0 FF 326.0 321 320 323 S 3 1 4 320 325 310 315 x 30 5 . 0 ' 310 305 310 305 310 305 305 305 305 305 Xref ..\xref\G-REF.dwg 320 B BB B B B B B rec y c l i n g tra s h com p o s t b i n s H H H H EV EV EV EV EV EV EV EV EV EV EV VA N VAN H H H H 3 2 5 320 H H 3 1 5 318 3 1 6 321 324 316 3 1 7 31 8 EV 321 324 325 326 320 324 324 323 323 330 335 325 323 320 321 318 319 317 325 New Sidewalk Courtyard Courtyard Fire Lan e ( N o P a r k i n g ) (Paved) New Precast Block Retaining Wall New 10' wide Asphalt Recreation Path Dro p - O f f A r e a 2:1 stone stabilized slope ADA Accessible ADA Accessible Drop-Off A r e a New Bike Racks New Bike Racks (5) 50 ft Right of Way Courtyard Place boulders to delineated wetland buffer Dro p - O f f A r e a New security and privacy fencing New 6' wide concrete walk New Screened Trash Enclosure Alt e r n a t e En t r a n c e 5' greenbelt 5' greenbelt New EV Charging Stations (8) 314 320 320 314 3 1 6 31 7 318 319 318 321 31 4 324 322 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 n s i t O v e r l a y D i s t r i c t LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS) FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) S ST G UGP W PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED STORM LINE/MANHOLE/BASIN NEW UNDERGROUND POWER NEW WATER LINE/SHUTOFF/VALVE PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW GRAVEL SURFACE NEW ASPHALT & SUBBASE SITE LAT: N44° 28' 21" LONG: W73° 11' 11" LOCATION MAP SCALE: 1" = 2,000 FT NEW CONCRETE PAD CW-1.0 OVERALL SITE MATERIAL PLAN 1 40 FUTURE PARKING GARAGE CATAMOUNT HOUSING DOUBLE TREE HOTEL 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER 12202 CATAMOUNT :OODS HOUSING SH-Site.dwg SKETCH PLAN ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2020 Freeman French Freeman Inc. > CATAMOUNT DRIVE 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 FF 326.0 x 3 2 5 . 5 x 319.5 x 314.95 x 325.5 3 2 5 . 5 x 3 2 5 . 9 5 x 3 2 5 . 5 x x 325.5 x 313.9 Proposed Building x 314. 9 5 x 3 2 3 . 5 x 31 9 . 7 5 x 319.60 x 319.5 319.5 x x 3 1 9 . 7 x 3 2 0 . 5 x 3 2 0 . 1 0 x 320 . 7 0 x 3 2 0 . 1 0 x 3 1 4 . 9 5 x 319.3 x 3 1 8 . 7 0 316.8x 310 313.4 x 325 320 x 3 1 8 . 5 0 x 319.1 x 3 1 4 . 8 0 320 3 1 7 . 3 x 320 3 1 5 x 31 4 . 8 313.9 x x 318.4 tw 319.5 x x 314.0 bw x 31 9 . 5 t w tw 3 2 1 . 5 x x 320. 6 x 3 1 8 . 5 30.0 0 ' 13 12 12 14 14 14 14 6 x 3 1 6 . 0 x 315.5 x 314.3 315 315 FF 315.0 FF 326.0 x 314.5 x 326.0 x 3 2 5 . 9 320 VP co x 319.7 320 x 314.5 x 325.8 325. 8 x 325 305 Xref ..\xref\G-REF.dwg Gravel Wetland Cell #2 Gravel Wetland (Separate Project) Forebay (Separate Project) 320 B BB B B B B B rec y c l i n g tra s h com p o s t b i n s H H H H EV EV EV EV EV EV EV EV EV EV EV VA N VA N H H H H x 3 1 4 . 7 5 x 3 1 4 . 9 0 x 314.70 x 314.50 314.1 0 x x 314.45 x 315.30 x 315.3 x 314.9 x 314.5 x 3 1 5 . 5 0 x 315.55 x 3 1 4 . 8 5 x 314 . 5 x 314.5 x 314.4 x 314.3 x 3 1 3 . 7 x 314.2 3 2 5 . 7 7 x 3 2 5 . 6 5 x 3 2 5 . 4 5 x 3 2 5 3 2 4 . 1 x 3 2 2 . 1 x 3 2 2 . 0 x 325. 9 5 x 325.85 x x 322.1 x 3 2 1 . 1 x 322.45 x 3 2 0 . 9 x 324.95 x 324.45 3 2 4 . 3 5 x x 325.75 322 . 7 5 x x 318.9 x 319.0 320 H H x 315.9 x 3 1 6 . 4 x 316.05 3 1 5 3 1 4 . 5 x x 314.9 x 326.1 EV 32 5 . 8 x x 3 2 4 . 5 x 3 2 5 . 2 x 325.7 325 32 0 x 321 . 5 x 320 . 7 x 3 2 0 . 1 0 x 320.6 x 320.7 x 32 1 . 2 3 2 5 . 8 5 x 3 2 5 . 7 5 x 3 2 5 . 5 5 x 3 2 5 . 9 x 3 2 5 . 5 5 x 3 2 6 . 1 x 325 320 New Sidewalk Courtyard Courtyard Fire Lan e ( N o P a r k i n g ) ( P a v e d ) New Precast Block Retaining Wall New 10' wide Asphalt Recreation Path Dro p - O f f A r e a 2:1 stone stabilized slope ADA Accessible ADA Accessible Drop-Off A r e a New Bike Racks New Bike Racks (5) 50 ft Right of Way Courtyard Place boulders to delineated wetland buffer Dr o p - O f f A r e a New security and privacy fencing New 6' wide concrete walk New Screened Trash Enclosure Alt e r n a t e En t r a n c e 5' greenbelt 5' greenbelt New EV Charging Stations (8) x 3 1 3 . 9 320 x 3 2 1 . 6 31 4 3 1 6 31 7 318 319 318 321 x 3 2 1 . 4 x 314.5 x 314.5 31 4 324 322 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 n s i t O v e r l a y D i s t r i c t LEGEND FINISH GRADE CONTOUR LINES (5 FOOT INTERVALS)230 FINISH GRADE CONTOUR LINES (1 FOOT INTERVALS) PRECONSTRUCTION EXCAVATION NEW LIGHT POLE AND BASE FINISH GRADE FLOW DIRECTION FINISH GRADE SPOT ELEVATIONx363.9 NEW CONCRETE WALK NEW BUILDING REPLACE PAVEMENT (NO SUBBASE) NEW ASPHALT & SUBBASE NEW GRAVEL SURFACE NEW CONCRETE PAD 231 CW-1.1 SITE & GRADING PLAN 1 0 FUTURE PARKING GARAGE DOUBLE TREE HOTEL 81 Maple Street - Burlington VT 05401 802-864-6844 - www.fffInc.com Architecture - Planning - Interiors SOUTH BURLINGTON, VERMONT 2228.1 tME 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 www.krebsandlansing.com CIVIL ENGINEER 12202 &ATAMOUNT :OODS HOUSING SH-Site.dwg SKET&H PLAN ORIGINATION DATE: SCALE: DRAWN BY:CHECKED BY: K&L PROJECT NO: ISSUE LOG: SHEET CONTENTS: SHEET NO: © 2023 Freeman French Freeman Inc.