Loading...
HomeMy WebLinkAboutSP-24-22 - Plans - Record - 0224 0268 Market Street+ 303.83 302.83 + 302.43 + 312 31 2 310 309 31 1 31 0 30 8 30 9 311 3 1 0 MARKET STREE T R E C O N S T R U C T I O N UNDERWAY - SE E P L A N S B Y O T H E R S FOR FINAL IMPR O V E M E N T S 5.5' C O N C R E T E S I D E W A L K 10' P A V E D P A T H EXISTING HYDRANT BLDG B3 339 GARDEN STREET BLDG B1 268 MARKET STREET BLDG B2 224 MARKET STREET M A R K E T S T R E E T GAR D E N S T R E E T CITY H A L L / S C H O O L D R I V E W A Y FUT U R E P U B L I C S T R E E T 481' 434' 215' 4 3 0 ' LOT B T R A N S E C T T - 4 T R A N S E C T T - 5 T R A N S E C T T - 4 T R A N S E C T T - 5 BIORETENTION AREA 20' 16' 26' TYPICAL STRUCTURE FOR TRASH, RECYCLING & COMPOSTING 5' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K 5' W I D E C O N C R E T E S I D E W A L K NEW 6 ' W I D E C O N C R E T E S I D E W A L K NEW 6 ' W I D E C O N C R E T E S I D E W A L K EXIS T . C O N C R E T E S I D E W A L K E X I S T I N G C O N C R E T E S I D E W A L K E X I S T I N G C O N C R E T E S I D E W A L K EXIS T I N G C O N C R E T E S I D E W A L K N E W 7 ' W I D E C O N C R E T E S I D E W A L K N E W 7 ' W I D E C O N C R E T E S I D E W A L K EXIS T I N G P A V E D P A T H EXIS T I N G C O N C R E T E S I D E W A L K EXIS T I N G P A V E D P A T H EXIS T I N G C O N C R E T E S I D E W A L K E X I S T I N G C O N C R E T E S I D E W A L K E X I S T I N G C O N C R E T E S I D E W A L K E X I S T I N G P A V E D P A T H E X I S T I N G P A V E D P A T H 15' R 15' R 15 ' R 15 ' R 15' R 15 ' R 15 ' R 10' R 15 ' R 15' R 24' 24' 22' 24' 24' 22' 24' 24' 8' 8' 8' 5' 18' 9'22' NEW MOUNTABLE GRANITE CURB NEW MOUNTABLE GRANITE CURB NEW MOUNTABLE CONCRETE CURB 5' R 5' R 5' R 8' 8' 8' 5' 9' 18' TYP. CAST IRON DETECTABLE WARNING PLATES (5) BIKE RACKS (10 SPACES) (4) BIKE RACKS (8 SPACES) (4) BIKE RACKS (8 SPACES) (2) BIKE RACKS (4 SPACES) (2) BIKE RACKS (4 SPACES) NEW MOUNTABLE CONCRETE CURB NEW MOUNTABLE CONCRETE CURB PLAZA AT STREET LEVEL OVER RAMP TO PARKING GARAGE NEW CONCRETE SIDEWALK PLAZA C O N C R E T E S I D E W A L K C O N C R E T E P A V E D P A T H S I D E W A L K SEE PLANS BY TJ BOYLE FOR ADDITIONAL DESIGN DETAILS SEE PLANS BY TJ BOYLE FOR ADDITIONAL DESIGN DETAILS TYPICAL FENCE ALONG TOP OF RETAINING WALL ENCLOSURE FOR TRASH, RECYCLING & COMPOST EXI S T I N G C H A I N L I N K F E N C E SEE PLANS FOR TJ BOYLE FOR ADDITIONAL DESIGN DETAILS ALONG MARKET & GARDEN STREET FRONTAGE SEE PLANS FOR TJ BOYLE FOR ADDITIONAL DESIGN DETAILS ALONG MARKET & GARDEN STREET FRONTAGE EXISTING CURB CUT TO BE REMOVED AND REPLACED WITH NEW CONCRETE CURB AND ONSTREET PARKING EXISTING STREET TREE TO BE RELOCATED TO GREEN STRIP EXISTING STREET TREE TO BE RELOCATED TO 10' OFF EMERGENCY VEHICLE ACCESS EMERGENCY VEHICLE ACCESS CONNECTION (SEE SHEET 11 FOR SIGNAGE) PROPOSED FUTURE 20' ACCESS EASEMENT FOR THE BENEFIT OF SCHOOL PROPERTY FUTURE PEDESTRIAN ACCESS 15' 20' SOUTH BURLINGTON CITY CENTER CATAMOUNT RUN MARKET ST. & GARDEN ST. SOUTH BURLINGTON Date Sheet number Scale Checked Drawn Survey Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Final Local Review Construction Record Drawing 11-07-22 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN 1 OVERALL SITE PLAN 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONE T4 & TRANSECT ZONE T5 LOT DATA:LOT B = 3.20 ACRES PROPOSED BUILDING:BUILDINGS B1 & B2: MIXED USE BUILDINGS BASEMENT PARKING GARAGE FLOOR 1 T-4:RESIDENTIAL UNITS T-5:NON-RESIDENTIAL FLOORS 2-4 T-4 & T-5: RESIDENTIAL UNITS BUILDING B3: RESIDENTIAL FLOORS 1-4 T-4 RESIDENTIAL UNITS BUILDING STANDARDS:SEE TABLE THIS SHEET PARKING STANDARDS (T-4 & T-5) FORM BASED CODE REQUIREMENTS: VEHICLE PARKING MAXIMUM 2 SPACES PER RESIDENTIAL UNIT NO MINIMUM PARKING FOR COMMERCIAL USES BIKE PARKING SHORT TERM BIKE PARKING 1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS 1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICE LONG TERM BIKE PARKING 1 LONG TERM SPACE PER 1 DWELLING UNIT LONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICE OPEN SPACE REQUIREMENTS (T-4) RESIDENTIAL, 20 UNITS OR MORE ·REQUIRED 60 SF PER UNIT OPEN SPACE REQUIREMENTS (T-5) RESIDENTIAL, 20 UNITS OR MORE ·REQUIRED 60 SF PER UNIT NON-RESIDENTIAL, <20,000 SF ·5% OF NON-RESIDENTIAL GROSS FLOOR AREA WILLI S T O N R O A D HI N E S B U R G R O A D M A R K E T S T R E E T MI D A S R D IN T E R S T A T E 8 9 MARCOTTE CENTRAL SCHOOL LOCATION MAP NOT TO SCALE MA R Y S T R E E T DO R S E T S T R E E T EXIT 14 INTERSTATE 89 APPLICANT THE SNYDER-BRAVERMAN DEVELOPMENT COMPANY, LLC 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VT 05482 LANDOWNER CATAMOUNT RUN PHASE 1, LLC 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VT 05482 WHITE S T SITE SHEET INDEX 1 OVERALL SITE PLAN 2 EXISTING CONDITIONS PLAN 3 GRADING PLAN 4 UTILITY & LAYOUT PLAN 5 EPSC PLAN 6 LIGHTING PLAN 7 DETAILS - SITEWORK 7A DETAILS - PUBLIC ROW SIDEWALK 8 DETAILS - EPSC & SITE 9 DETAILS - WATER 10 DETAILS - WATER INSETS 11 PAVEMENT MARKING & SIGN PLAN D2 STORMWATER DETAILS (BY VHB) GRAPHIC SCALE 30 0 30 60 120 (IN FEET) 1" = 30 ft. NOTES: 1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF BUILDINGS B1, B2, & B3 ON LOT B AND THE ASSOCIATED SITE IMPROVEMENTS. SEE THE MARKET STREET AND GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION WITHIN THE RIGHT OF WAY. 2.SEE THE SUBDIVISION PLAT FOR DETAILED BOUNDARY INFORMATION. STREETGARDEN #324 GARDEN STREET DOVER PLACE LEGEND EXISTING PROPERTY LINE 310 EXISTING TREELINE SIDELINE OF EASEMENT EXISTING CONTOUR #310 MARKET STREET GARDEN APARTMENTS #180 GARDEN STREET CITY HALL & LIBRARY #200 GARDEN STREET CENTRAL SCHOOL BIKE PARKING BUILDING DWELLING UNITS NON-RESIDENTIAL SPACE SHORT TERM BIKE SPACES LONG TERM BIKE SPACES CHANGING FACILITY UNISEX SHOWER CLOTHES LOCKERREQUIREDPROVIDEDREQUIREDPROVIDED B1 64 11,322 SF 9 (6.4 + 2.3)12 65 (64 +1.1)65 NOT REQUIRED NOT REQUIRED 1 REQUIRED B2 53 11,353 SF 8 (5.3 + 2.3)12 54 (53 + 1.1)54 NOT REQUIRED NOT REQUIRED 1 REQUIRED B3 20 NONE 2 10 20 23 NOT REQUIRED NOT REQUIRED NOT REQUIRED VEHICLE PARKING BUILDING DWELLING UNITS MAXIMUM PARKING PROPOSED PARKING SPACES GARAGE SURFACE TOTAL B1 64 128 61 55 116 B2 53 106 53 53 106 B3 20 40 NONE 14 14 TOTAL 236 OPEN SPACE BUILDING DWELLING UNITS NON-RESIDENTIAL SPACE OPEN SPACE REQUIRED PROPOSED OPEN SPACE LDA O/S CREDIT ONSITE TOTAL B1 64 14,350 SF 4,558 SF (3,840 + 718) 2,279 SF (50% MAX.) 3,500 SF RAIN GARDEN + 2,375 SF POCKET PLAZA + 1,160 GARDEN SPACE + 1,190 SF SNIPPET / PARKLET 13,028 SF B2 53 13,350 SF 3,848 SF (3,180 + 668) 1,924 SF (50% MAX.) B3 20 NONE 1,200 600 SF (50% MAX.) TOTAL 9,606 SF 4,803 SF 8,225 SF ZONING TRANSECT BOUNDARY EXISTING 4' CHAIN LINK FENCE EXISTING POLE MOUNTED LIGHT EXISTING HYDRANT EXISTING STORM MH & CB EXISTING SEWER MANHOLE BUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT: REQUIRED FRONTAGE BUILDOUT T-4 70% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE) T-5 85% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE) PROPOSED MARKET STREET - LOT N1 / BLDG A1 TOTAL STREET FRONTAGE = 217.7 FT (ALL IN T-5) TOTAL FRONTAGE BUILDOUT = 185.0 FT TOTAL FRONTAGE BUILDOUT = 85% (217.7 FT / 185.0 FT = 85%) MARKET STREET - LOT N2 / BLDG A2 TOTAL STREET FRONTAGE = 212.8 FT (ALL IN T-5) TOTAL FRONTAGE BUILDOUT = 185.0 FT TOTAL FRONTAGE BUILDOUT = 87% (185.0 FT / 212.8 FT = 87%) FUTURE PUBLIC STREET TOTAL STREET FRONTAGE = 239.7 FT (T-5 = 150 FT T-4 = 89.7 FT) TOTAL FRONTAGE BUILDOUT = 191.2 FT TOTAL FRONTAGE BUILDOUT = 88% (191.2FT / 215.3 FT = 88%) GARDEN STREET TOTAL STREET FRONTAGE = 433.7 FT (T-5 = 150 FT T-4 = 283.7 FT) TOTAL FRONTAGE BUILDOUT = 350 FT (BLDG B1 = 230 FT BLDG B3 = 119 FT) TOTAL FRONTAGE BUILDOUT = 80.5% (349 FT / 433.7 FT = 80.5%) THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (349 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (326.1 FT) FOR THE T-4 & T-5. [(150 FT X 0.85) + (283.7 FT X 0.70) = 326.1 FT)] LOT N1 11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR SEE PLANS BY TJ BOYLE FOR ADDITIONAL DESIGN DETAILS 12-09-22 REV SCHOOL ST, NON-RESID SPACE & BIKE/OPEN SPACE ABR 01-09-23 ADD FUT. EASES TO SCHOOL, REV PARK COUNT & SCHOOL ST ABR NEW CONCRETE SIDEWALK 02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR 08-16-23 BLDG B3 FOOTPRINT AND RAMPS/WALKS ABR 09-30-23 REV BLDG B1/B2/B3 UNIT MIX ABR 10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR 01-05-24 ADD BIKE RACKS AT BLDG B3, STAIRS AT BLDG B1 ABR + 3 1 4 . 7 7 +31 3 . 5 6 + 3 1 4 . 8 8 + 3 1 4 . 1 4 + 3 1 4 . 9 1 + 3 1 3 . 5 5 + 3 1 3 . 9 3 + 3 1 4 . 5 2 +31 4 . 8 5 314 . 3 9 + 313 . 8 0 + 313 . 4 5 + 3 1 4 . 3 0 + 313 . 8 6 + 315 . 1 0 + + 3 1 3 . 6 7 + 3 1 3 . 2 6 +31 5 . 4 6 +31 5 . 8 2 +31 6 . 2 7 314.41 + +31 6 . 1 3 +31 4 . 7 5 + 3 1 4 . 7 5 314 315 314.4 0 + 31 5 31 3 . 2 0 + 31 3 . 0 0 + + 31 3 . 9 0 3 1 3 . 2 0 + + 3 1 4 . 0 0 + + 31 3 . 5 0 313 . 5 0 + 3 0 2 . 6 0 + 316 316 + 3 1 5 . 6 5 + 3 1 5 . 3 5 + 3 1 6 . 2 5 3 1 5 . 6 5 + + 3 1 5 . 4 0 315+ 31 5 . 3 5 3 1 5 316 31 5 31 3 31 4 . 2 5 + 313 . 7 5 + 315 314 315 314 312 310 308 306 304 303 315 315 . 4 0 + +31 5 . 2 5 314 + 31 3 . 8 5 + 31 3 . 5 5 313 . 6 5 + + 31 4 . 2 5 UD UD + 3 1 4 . 2 5 + 31 4 . 7 5 + 31 4 . 9 5 + + 314.45 + 3 1 4 . 6 0 + 31 4 . 3 3 314.7 0 + + 31 4 . 0 0 + 3 1 4 . 6 0 313 . 4 5 + 31 4 . 1 5 + + 31 3 . 4 5 + 31 3 . 6 5 314 . 5 0 + 3 1 4 3 1 5 + 3 1 5 . 7 5 3 1 6 . 0 0 + +31 5 . 8 5 31 5 . 6 5 + + 3 1 4 . 3 0 31 4 315 314 31 6 31 4 315 313 314 314 . 5 5 + 31 4 . 6 0 + +3 1 4 . 6 0 313 314 UD UD UD 314 314 FM FM 314.9 3 + 314 313.83 ++ 31 4 . 3 3 3 1 3 . 2 3 + 3 1 3 . 4 0 + 314.5 0 + 314 +31 4 . 5 0 315 . 5 0 + 3 1 5 . 5 0 + + 31 5 . 4 0 3 1 5 . 2 5 + + 3 1 5 . 1 5 315 . 5 0 + 315 313 315 315 + 3 1 4 . 8 0 314 + 3 1 4 . 0 + 31 4 . 8 0 + 314 31 3 . 7 5 + 314 . 6 5 + + 317.05 313 . 9 5 + 313 . 9 0 + 313.60 ++ 3 1 3 . 8 8 + 3 1 3 . 8 5 + 3 1 3 . 7 5 314.10 + 31 4 . 1 5 + 315 . 3 5 + 314 . 5 0 + 31 5 . 1 5 + +31 5 . 4 5 + 31 3 . 9 0 31 3 . 6 5 + 313 . 2 5 + + 3 1 3 . 6 0 313. 2 0 + 3 1 2 . 6 9 + +31 3 . 2 0 315 . 0 8 + +31 6 . 0 +31 5 . 6 2 3 1 5 . 1 0 + 3 1 5 . 1 5 + +31 3 . 7 3 + 314 . 1 0 + 3 1 3 . 6 0 313. 8 0 + 31 3 . 9 0 + +314.00 + 3 1 3 . 8 8 31 3 . 7 0 + 31 3 . 4 0 + 31 7 . 1 2 + 31 5 . 6 2 3 1 5 . 5 0 + 316.0 + + 31 6 . 2 0 + 31 5 . 6 0 + + 31 5 . 5 5 31 6 . 1 0 + 31 6 . 2 0 + +3 1 3 . 9 0 31 4 . 1 5 + + 314.0 + 316.0 314.0 + 316.0 + 314.90+314.10 + 3 1 4 . 8 5 + 3 1 4 . 1 3 31 5 312 31 2 313 314 31 2 310 31 2 312 313 313 31 4 31 4 31 5 313 313 312 312 310 314 315 311 31 2 31 3 313314 314 31 3 313 313 31 4 U U U BLDG B1BLDG B2 MARKET STREET GA R D E N S T R E E T CI T Y H A L L / S C H O O L D R I V E W A Y FU T U R E P U B L I C S T R E E T BLDG B3 FFE = 314.0 FFE = 316.0 GARAGE SLAB = 303.0 GARAGE SLAB = 304.10 FFE = 315.10 FFE = 317.25 EX I S T I N G C O N C R E T E S I D E W A L K EX I S T I N G C O N C R E T E S I D E W A L K EXISTING CONCRETE SIDEWALK EXISTING CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NE W C O N C R E T E S I D E W A L K NE W C O N C R E T E S I D E W A L K NE W C O N C R E T E S I D E W A L K MARKET STREET FF E = 3 1 4 . 0 NEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK NE W C O N C . S I D E W A L K NE W C O N C . S I D E W A L K NEW CONCRETE SIDEWALK BIO-RETENTION AREA RETAINING WALL TOP WALL = 315.0 RETAINING WALL TOP WALL = 315.0 FF E = 3 1 5 . 0 EXPOSED FOUNDATION ALONG PORTION OF TRASH / RECYCLING ENCLOSURE BOULDER OR STONE BLOCK RETAINING WALL (MAX. HT = 2') SEE INSET FOR STREET LEVEL PLAZA AREA GRADING NEW CONCRETE SIDEWALK RAMP MAINTAIN POSITIVE DRAINAGE TO EXIST. CATCHBASIN EXIST. CB TO REMAIN STONE BLOCK RETAINING WALL (MAX. HT = 1') RAMP STEPS STEPS RAMP RAMP RAMP RAMP RAMP RAMP RAMP RAMP + 3 1 4 . 7 7 + 3 1 4 . 1 4 + 3 1 4 . 5 2 31 2 U + 31 4 . 3 0 + 3 1 5 . 0 0 + 3 1 5 . 0 0 NEW CONCRETE SIDEWALK 31 5 . 0 0 + 31 5 . 0 0 + + 315.10 + 315.10 + 315.00 31 4 . 6 0 + CONCRETE PLAZA SOUTH BURLINGTON CITY CENTER CATAMOUNT RUN MARKET ST. & GARDEN ST. SOUTH BURLINGTON Date Sheet number Scale Checked Drawn Survey Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Final Local Review Construction Record Drawing 11-07-22 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN 3 GRADING PLAN 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT LEGEND 310 PROJECT BOUNDARY EXISTING TREELINE ABUTTING PROPERTY LINE SIDELINE OF EASEMENT EXISTING CONTOUR #310 #200 GARDEN STREET CENTRAL SCHOOL PROPOSED TREELINE EXISTING 4' CHAIN LINK FENCE EXISTING POLE MOUNTED LIGHT EXISTING HYDRANT EXISTING STORM MH & CB EXISTING SEWER MANHOLE (IN FEET) GRAPHIC SCALE 20 0 20 40 80 1" = 20 ft. #324 #1 8 0 M A R K E T S T CI T Y H A L L & L I B R A R Y PROPOSED CONTOUR313 PROPOSED SPOT GRADE+315.50 EXISTING SPOT GRADE+315.46 PROPOSED CATCHBASIN PROPOSED STONE FILL NOTES: 1.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH THE OWNER. UNLESS STEPS ARE PROPOSED, THE MAXIMUM LONGITUDINAL SLOPE ON ANY SIDEWALK SHALL BE LESS THAN 5%. THE MAXIMUM LONGITUDINAL SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12. THE MAXIMUM CROSS SLOPE ON ANY SIDEWALK SHALL BE 2%. 2.CAST IRON DETECTABLE WARNING PLATES SHALL BE INSTALLED AT ALL SIDEWALK AND PAVED PATH RAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE. 3.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON THE SELECTION AND INSTALLATION OF AN ADA COMPLIANT HANDRAIL. 4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION. 5.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF RETAINING WALLS ON THE SITE. THE DESIGN OF THE RETAINING WALLS AND RAILIINGS ARE TO BE PERFORMED BY OTHERS IN CONSULTATION WITH THE OWNER. PLAZA INSET SCALE: 1" = 20' 11-16-22 UPDATE B3 FOOTPRINT AND WALKS ABR 12-09-22 REV CURB ALONG CITY HALL /SCHOOL DRIVE ABR 01-09-23 REV CURB ALONG CITY HALL /SCHOOL DRIVE, SW ACROSS DRIVE ABR 02-28-23 COORD ENTRIES/RAMPS REAR B1/B2 ABR 03-20-23 REV GRADING BLDG B1 NEAR 314.0/316.0 TRANSITION ABR 06-29-23 RELOCATE XFMR FOR BLDG B2, ADJUST CB11 ABR 07-27-23 REV BLDG B3 FOOTPRINT, ADJUST WALKS/RAMPS ABR 08-16-23 REV BLDG B3 RAMP/WALK AT PARKING LOT ABR 10-04-23 ADD B1/B2 UNIT ENTRIES FROM PARKING LOT ABR 01-05-24 ADD BIKE RACKS AT BLDG B3, STAIRS AT BLDG B1 ABR W T T W WW WWW S UE UE W W W W W W W W W G G G G G G G G G S S S S S S E W W W TTTTT ETT T T TTTTT S S S G G UD UD UD UD UD UD UD UD UD UD UD UD W T T E E E T E T UD UD UD UD UD T E T S S W E FM FM S SS W W E T G G W W T L L E E L L L L LLL L LE E L L L L L L L L L L L L L L L L S S 0+ 0 0 T E T T T E W W W B2 B1 B3 T-4 DISTRICT T-5 DISTRICT 5 L-2.0 +/- 18" TALL BOARD-FORMED PLANTER WALL, TYP. MOVABLE SEATING BY TENANT, TYP. POCKET PLAZA RAIN GARDEN EXISTING WOODS RAILING, TYP. STAIR AND RAILING, TYP. 4 L-2.0 +/- 18" TALL BOARD-FORMED CONCRETE SEAT WALL, TYP. 7 L-2.0 BENCH, TYP. 6 L-2.0 BIKE RACK (COMMERCIAL USE) 6 L-2.0 BIKE RACK, TYP. (RESIDENTIAL USE) STEP, TYP. 5 L-2.0 +/- 18" HIGH BOARD-FORMED PLANTER WALL, TYP. 1 L-2.0 ORNAMENTAL STEEL PLANTER 2 L-2.0 SCULPTURAL SEATING MOVABLE SEATING BY COMMERCIAL TENANT, TYP. 6 L-2.0 BIKE RACK, TYP. (RESIDENTIAL USE) MOVABLE SEATING BY TENANT, TYP. 6 L-2.0 BIKE RACK (COMMERCIAL USE) PEDESTRIAN BRIDGE WITH RAILING 4 L-2.0 BOARD-FORMED CONCRETE SEAT WALL, TYP. EXPOSED AGGREGATE CONCRETE, TYP. EXPOSED AGGREGATE CONCRETE, TYP. 9 L-2.0 GORIC CRAWL TUNNEL WITH SOLID SAFETY SURFACE 11 L-2.0 ADIRONDACK CHAIR, TYP. 2 L-2.0 ORNAMENTAL RAISED GARDEN BEDS STAIR AND RAILING, TYP. RAILING, TYP. STEP, TYP. BOULDERS IN RIVERSTONE 7 L-2.0 BACKLESS BENCH, TYP. MOWED PATH 6 L-2.0 BIKE RACK, TYP. (RESIDENTIAL USE) B2 B1 7 L-2.0 BENCH, TYP. PLAN ISSUED 05/07/2024 10 L-2.0 CONCRETE PLANTER 5 L-2.0 +/- 18" TALL BOARD-FORMED PLANTER WALL, TYP. 4 L-2.0 +/- 18" TALL BOARD-FORMED CONCRETE SEAT WALL, TYP. 5 L-2.0 +/- 18" TALL BOARD-FORMED PLANTER WALL, TYP. 4 L-2.0 +/- 18" TALL BOARD-FORMED CONCRETE SEAT WALL, TYP. 4 L-2.0 +/- 18" HIGH BOARD-FORMED CONCRETE SEAT WALL, TYP. SCALE: 1" = 20'SOUTH BURLINGTON CITY CENTER - CATADOUNT RUN DATE: NOsEDBER 1ϴ͕ 2022 REsISED DECEDBER ϱ͕ 2022 REsISED DECEDBER 1ϱ͕ 2022 - SHEET L1͘0HARDSCAWE WLANREsISED :ANUARY 11͕ 202ϯ REsISED DAY ϳ͕ 202420'40'10'0 3 L-2.0 SCREENING WALL 1 ORNAMENTAL STEEL PLANTER IMAGE, REPRESENTATION ONLYL2.0 2 SCULPTURAL SEATING IMAGE, REPRESENTATION ONLYL2.0 3 SCREENING WALL CHARACTER IMAGEL2.0 4 5 BOARD-FORMED CONCRETE PLANTER WALL CHARACTER IMAGEL2.0 6 BIKE RACK IMAGE, NOT TO SCALEL2.0 7 BENCH IMAGE, NOT TO SCALEL2.0 8 ORNAMENTAL RAISED GARDEN BEDS (MIX OF 18.5" AND 37" Ht., SEE PLAN) CHARACTER IMAGEL2.0 9 GORIC CRAWL TUNNEL CHARACTER IMAGEL2.0 PRODUCT NAME: PIXEL COLLECTION, AVAILABLE FROM: MAGLIN SITE FURNITUREPRODUCT NAME: WILSHIRE PLANTER, AVAILABLE FROM: TOURNESOL SITEWORKS PRODUCT NAME: SC BIKE RACK 1600 SERIES, AVAILABLE FROM: MAGLIN SITE FURNITURE PRODUCT NAME: 1200 SERIES BENCH, BACKED/BACKLESS AVAILABLE FROM: MAGLIN SITE FURNITURE, BLACK PHOTO FROM JUNIPER HOUSE IN BURLINGTON, DESIGNED BY T.J. BOYLE ASSOCIATES PLAN ISSUED 05/07/2024 BOARD-FORMED CONCRETE SEAT WALL CHARACTER IMAGE 10 CONCRETE PLANTER IMAGE, NOT TO SCALEL2.0 11 ADIRONDACK CHAIR IMAGE, NOT TO SCALEL2.0 PRODUCT NAME: TF4003 ECLIPSE CONCRETE PLANTER, 36" AVAILABLE FROM: WAUSAU TILE, COLOR TBD PRODUCT NAME: POLYWOOD COUNTRY LIVING MODERN ADIRONDACK CHAIR AVAILABLE FROM: POLYWOOD, BLACK L2.0 SOUTH BURLINGTON CITY CENTER - CATADOUNT RUN DATE: NOsEDBER ϭϴ͕ ϮϬϮϮ REsISED DECEDBER ϱ͕ ϮϬϮϮ REsISED DECEDBER ϭϱ͕ ϮϬϮϮ - SHEET LϮ͘ϬHARDSCAWEDETAILSREsISED DAY ϳ͕ ϮϬϮϰ PRODUCT NOTES ·FINISH: POWDER COAT ·COLOR: SILVER METALLIC ·SEE PLAN FOR LAYOUT S 158 VEST. 160 ELEVATOR MARKET STREET 157 STAIR 1 154 COMMERCIAL 102 TYPE D 101 TYPE D 103 TYPE C 153 VEST. 152 COMMERCIAL 104 TYPE C 156 PET WASH 161 JANITOR 151 RENTAL OFFICE 159 MAIL ROOM ROOM 162 LOBBY 2' - 0 " 2' - 0" 150 STAIR 2 PROJECT : REVISION/DATE : 1/32" = 1'-0" PLAN - LEVEL 1 22-374 A-08 CATAMOUNT RUN - BLOCK B - BUILDING B1 06-05-2024 114' - 0" LEVEL 2 124' - 9" LEVEL 3 135' - 6" LEVEL 4 10 ' - 9 " 10 ' - 9 " 4' - 3"30' - 9"13' - 1"8' - 3"16' - 1"23' - 8"16' - 5"25' - 11"8' - 2"30' - 3"8' - 2" A2A1 A1 B1B2B1 B1 B1 B1 185' - 0" C1C2 C2 99' - 0" LEVEL 1 - STREET / COMMERCIAL (PE) BUILDING BREAKS CANOPY D B1 B1A2 A2 B2 A2 C1C1 C2 C1C1 C2 C1C1 A2 B2 A2 A2 B2 A2 C2 C1C1 C2 C1C1 C2 C1C1C1 B1C1C2C1 B1C1C2C1 B1 B1 A1 B1 A2 A2 B2 A1 A1 B1 A1 A1 B1C2C1C1 C2C1C1 C1 C2C1C1 C2C1C1 C2C1C1 D D 15 ' - 0 " 148' - 3" TOP OF PARAPET 1 152' - 3" TOP OF PARAPET 2 C2C1C1 154' - 9" TOP OF PARAPET 3 2' - 6 " 4' - 0 " 12 ' - 9 " 9' - 3 1/2"42' - 7 1/2"14' - 2"16' - 10 1/2"53' - 6 1/2"12' - 6" PROJECT : REVISION/DATE : 1/16" = 1'-0" BUILDING REQUIREMENTS - PRIMARY FAÇADE 22-374 A-04 CATAMOUNT RUN - BLOCK B - BUILDING B1 UPPER FACADE GLAZING TOTAL UPPER FACADE AREA: 6002 SF GLAZING REQUIRED (30%): 1800 SF GLAZING PROVIDED (33%): 2006.75 SF BUILDING FRONTAGE TOTAL FACADE LENGTH: 185'-0'' FRONTAGE BUILDOUT PRIMARY BUILD TO ZONE: 139'-9'' (75%) FIRST STORY GLAZING FACADE LENGHT: 185'-0'' GLAZING REQUIRED (80%): 148'-0'' GLAZING PROVIDED (80%): 149'-0'' TRANSPARENT REQUIRED (75%): 111'-0'' TRANSPARENT PROVIDED (92%): 138-0'' 06-05-2024 WINDOW TYPE A1 HEIGHT WIDTH AREA 5' - 6''4' - 0''22 SF QTY.TOTAL AREA 154 SF 2006.7 SF 7 A2 5' - 6''3' - 6''19.25 SF 192.5 SF10 B1 7' - 6''4' - 0''30 SF 420 SF14 B2 7' - 6''3' - 6''26.25 SF 131.25 SF5 C1 7' - 6''2' - 8''20 SF 620 SF31 C2 7' - 6''2' - 8''20 SF 300 SF15 D 8' - 6''8' - 0''63 SF 189 SF3 100' - 0" LEVEL 1 - STREET / COMMERCIAL 114' - 0" LEVEL 2 124' - 9" LEVEL 3 89' - 0" PARKING LEVEL 135' - 6" LEVEL 4 4' - 0 " 10 ' - 9 " 10 ' - 9 " 14 ' - 0 " ALUMINIUM PANEL BLACK 315.10' 304.10' 148' - 3" TOP OF PARAPET 152' - 3" TOP OF HIGH PARAPET HARDIEPANEL VERTICAL SIDING IRON ORE SW 6079 BY SHERWIN WILLIAMS HARDIEPANEL VERTICAL SIDING TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING ARTIC WHITE BY JAMES HARDIE HARDIEPANEL VERTICAL SIDING COLOR SITE WHITE SW 7070 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING COLOR IRON ORE SW 7069 BY SHERWIN WILLIAMS CEMFORT CEMENT BOARD PANEL COLOR SIMILAR TO GRAY SLATE BY JAMES HARDIE FULL BRICK GEORGIAN RED BY GLEN - GERY 12 ' - 9 " 100' - 0" LEVEL 1 - STREET / COMMERCIAL 114' - 0" LEVEL 2 124' - 9" LEVEL 3 135' - 6" LEVEL 4 14 ' - 0 " 10 ' - 9 " 1 0 ' - 9 " CA T A M O U N T R U N R E S I D E N C E BU I L D I N G B 2 ALUMINIUM BLACK PANEL 4' - 0 " 315.10' 148' - 3" TOP OF PARAPET 152' - 3" TOP OF HIGH PARAPET CEMFORT CEMENT BOARD PANEL COLOR SIMILAR TO GRAY SLATE BY JAMES HARDIE HARDIEPANEL VERTICAL SIDING IRON ORE SW 6079 BY SHERWIN WILLIAMS HARDIEPANEL VERTICAL SIDING TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING COLOR IRON ORE SW 7069 BY SHERWIN WILLIAMS HARDIEPANEL VERTICAL SIDING COLOR SITE WHITE SW 7070 BY SHERWIN WILLIAMS CEMFORT CEMENT BOARD PANEL ACADIA WOOD BY CEMFORT 12 ' - 9 " 4 ' - 0 " PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 05-31-2024 A-04 CATAMOUNT RUN - BLOCK B - BUILDING B2 PATIO ELEVATION BACK ELEVATION UD UD + 313.50 313.75 + + 3 1 4 . 2 5 + + 314.33 + 314.00 313.45 + + 313.45 + 313.65 314.50 + + 314.33 + 3 1 4 . 0 + 313. 7 5 + 313.25 + + 313.60+ 314.10 + 313.60 S SS S 314 G 119 VEST. 122 ELEVATOR MARKET STREET 118 PET WASH 114 COMMERCIAL 112 COMMERCIAL 102 TYPE D 101 TYPE D 111 JANITOR 116 WC ADA 115 WC ADA 117 GYM 113 VEST. 120 MAIL ROOM 110 LOBBY 100 HALLWAY 103 STAIRS 2 PROJECT : REVISION/DATE : 1" = 30'-0" PLAN - LEVEL 1 22-374 05-31-2024 A-09 CATAMOUNT RUN - BLOCK B - BUILDING B2 100' - 0" LEVEL 1 - STREET / COMMERCIAL 114' - 0" LEVEL 2 124' - 9" LEVEL 3 146' - 9" TOP OF ROOF DECK (L.P.) 135' - 6" LEVEL 4 FULL BRICK NAPA VALLEY, VELOUR BURGUNDY BY GLEN-GERY FULL BRICK GEORGIAN RED BY GLEN - GERY 8' - 0 " 11 ' - 3 " 10 ' - 9 " 10 ' - 9 " 15 ' - 0 " CEMFORT CEMENT BOARD PANEL TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING ARTIC WHITE BY JAMES HARDIE HARDIEPLANK LAP SIDING COLOR IRON ORE SW 7069 BY SHERWIN WILLIAMS CEMFORT CEMENT BOARD PANEL ACADIA WOOD BY CEMFORT GRANITE TILE- TROWEL TRADES COLOR SILVER RIDGE 99' - 0" LEVEL 1 - STREET / COMMERCIAL (PE) 5' - 6 " 314.00'315.00' 148' - 3" TOP OF PARAPET 1 152' - 3" TOP OF PARAPET 2 2' - 6 5/8" 154' - 9" TOP OF PARAPET 3 114' - 0" LEVEL 2 124' - 9" LEVEL 3 146' - 9" TOP OF ROOF DECK (L.P.) 101' - 0" LEVEL 1 - UNITS 135' - 6" LEVEL 4 11 ' - 3 " 10 ' - 9 " 10 ' - 9 " ALUMINIUM PANEL BLACK 13 ' - 0 " 148' - 3" TOP OF PARAPET 1 152' - 3" TOP OF PARAPET 2 2' - 6 5/8" F2b F2d F2b HARDIEPLANK LAP SIDING ARTIC WHITE BY JAMES HARDIE CEMFORT CEMENT BOARD PANEL ACADIA WOOD BY CEMFORT CEMFORT CEMENT BOARD PANEL TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS FULL BRICK GEORGIAN RED BY GLEN - GERY FULL BRICK NAPA VALLEY, VELOUR BURGUNDY BY GLEN-GERY HARDIEPLANK LAP SIDING COLOR IRON ORE SW 7069 BY SHERWIN WILLIAMS PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 A-02 CATAMOUNT RUN - BLOCK B - BUILDING B1 06-05-2024 MARKET STREET ELEVATION GARDEN STREET ELEVATION 100' - 0" LEVEL 1 - STREET / COMMERCIAL 114' - 0" LEVEL 2 124' - 9" LEVEL 3 146' - 9" TOP OF ROOF DECK (L.P.) 101' - 0" LEVEL 1 - UNITS 135' - 6" LEVEL 4 14 ' - 0 " 1 0 ' - 9 " 1 0 ' - 9 " 1 1 ' - 3 " CEMFORT CEMENT BOARD PANEL COLOR SIMILAR TO GRAY SLATE BY JAMES HARDIE CA T A M O U N T R U N R E S I D E N C E BU I L D I N G B 1 13 ' - 0 " 5' - 6 " 315.00'316.00' 148' - 3" TOP OF PARAPET 1 152' - 3" TOP OF PARAPET 2 154' - 9" TOP OF PARAPET 3 HARDIEPANEL VERTICAL SIDING IRON ORE SW 6079 BY SHERWIN WILLIAMS HARDIEPANEL VERTICAL SIDING TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING ARTIC WHITE BY JAMES HARDIE HARDIEPANEL VERTICAL SIDING COLOR SITE WHITE SW 7070 BY SHERWIN WILLIAMS CEMFORT CEMENT BOARD PANEL ACADIA WOOD BY CEMFORT 100' - 0" LEVEL 1 - STREET / COMMERCIAL 114' - 0" LEVEL 2 124' - 9" LEVEL 3 146' - 9" TOP OF ROOF DECK (L.P.) 135' - 6" LEVEL 4 5' - 6 " 11 ' - 3 " 10 ' - 9 " 10 ' - 9 " 14 ' - 0 " 89' - 0" ENTRANCE PARKING LEVEL 315.00' 304.00' 148' - 3" TOP OF PARAPET 1 152' - 3" TOP OF PARAPET 2 2' - 6 5/8" HARDIEPANEL VERTICAL SIDING TRICORN BLACK SW 6258 BY SHERWIN WILLIAMS CEMFORT CEMENT BOARD PANEL COLOR SIMILAR TO GRAY SLATE BY JAMES HARDIE HARDIEPANEL VERTICAL SIDING IRON ORE SW 6079 BY SHERWIN WILLIAMS HARDIEPLANK LAP SIDING ARTIC WHITE BY JAMES HARDIE HARDIEPLANK LAP SIDING COLOR IRON ORE SW 7069 BY SHERWIN WILLIAMS PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 A-03 CATAMOUNT RUN - BLOCK B - BUILDING B1 06-05-2024 PATIO ELEVATION BACK ELEVATION