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Home My WebLink AboutZP-23-367 - 0267 Market Street 10/6/2023ZP-23-367 09/25/2023 FBC T4 & T552,896.00 Mixed use building - 75 residential units, 13,500 sf vacant space, associated site work and utilities SP-23-011 SP-23-035 07/20/2023 09/01/2023 see attached 10/06/2023 10/21/2023 10/05/2024 (Acting) 180 Market Street, South Burlington, Vermont 05403 | 802-846-4106 | www.southburlingtonvt.gov Conditions of approval for Zoning Permit #ZP-23-367 267 Market Street 1. The project must comply with SecƟon 3.19, On-Site Solar Photovoltaic Systems, of the Land Development RegulaƟons, including installaƟon of a solar photovoltaic system. 2. This project is subject to the City’s “RegulaƟon of HeaƟng and Service Water Systems in New Buildings Ordinance,”. 3. New building construcƟon fees and impact fees for commercial spaces due at Ɵme of iniƟal zoning permit for fit-up of commercial spaces. Property Owners Name:Catamount Run 2, LLC Property Location:267 Market St Amount:622,187.45 Payment Type:check #000108 Date:9/25/2023 Code Zoning Permit (New Residential)ZP-23-367 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 108740 0.45$ per sq. ft. 48,933.00$ plus 0.20$ per sq. ft. -$ plus 79 50.00$ per bay 3,950.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 52,896.00$ Sewer Allocation Fee WWA-23-129 #204 14560 g.p.d x 14.57$ 212,139.20$ Bartlett Bay x Airport Parkway Impact Fee Administrative Fee #248 $100.00 per application 100.00$ School Impact Fee #222S 243,226.25$ Recreation Impact Fee #220 $1,167.97 /unit 87,597.75$ South Village Recreation Impact Fee #243 /unit -$ Road Impact Fee* #221 $0.00 /unit -$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $348.87 /unit 26,165.25$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WW-23-57 ww 63.00$ per connection 63.00$ *$47,682.00 credit approved by City Council on 9/18/23 Total (Impact Fees + Permit) 622,187.45$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at 60 X 3660 X 3660 X 3660 X 36 60 X 3660 X 36 60 X 3660 X 3672 x 3660 X 3672 x 3660 X 3672 x 3660 X 3672 x 3660 X 3660 X 3660 X 3660 X 3672 x 36 72 x 36 72 x 36 72 x 36 72 x 36 72 x 3660 X 3672 x 3660 X 3672 x 36 60 X 3672 x 3660 X 3672 x 3660 X 3672 x 3660 X 3672 x 36 60 X 3672 x 36FL SL CJ 4545 6060 9090 120120 150150 180180 AL NOTES - PLANS GENERAL NOTES - PLANS 1. ALL DOOR ARE TO BE 4" FROM PERPENDECULAR WALL UNLESS OTHERWISE NOTED. 2. IN RESIDENTIAL UNIT, ALL INTERIOR WALLS ARE TYPE P-5, EXCEPT AS NOTED ON PLAN. 3. FOR W/D SEE DETAIL 10/A-621 AND 11/A-621 (TYP.) 4. PROVIDE P.T. WOOD 6'' X 6'' SLEEPERS FOR ALL EQUIPEMENT THAT IS NOT INSTALLED OTHERWISE 5. INSTALL 3'' X 3'' HSS STEEL COLUMNS IN MEZZANINE NIB WALLS. USE 20 GAGE STUDS FOR THOSE WALLS. 6. RETURN HANDRAIL AGAINST WALL 7. COLUMNS THAT DO NOT RECEIVE A FULL HEIGHT GWB PROTECTION MUST HAVE SPRAYED FIREPROOFING. A CARD READER (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) 01 1HR FIRE RATED STRUCTURAL FIREPROOFING AS PER UL D925 (TYPICAL. SEE FIRE RATING DIAGRAMS) B PUSH PLATE (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) C AUTOMATIC DOOR (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) NEW CONCRETE SLAB (SEE STRUCTURE) EXISTING NEW MANUAL FIRE EXTINGUISHER CABINETF.E.C. DOOR BY OTHER (SEE WIEMANN LAMPHERE ARCHITECTS) WLA 02 1HR FIRE RATED STRUCTURAL FIREPROOFING AS PER UL D925 (TYPICAL. SEE FIRE RATING DIAGRAMS) 03 ALL STEEL STRUCTURAL BEAMS SUPPORTING THESTAIRCASE TO BE PROTECTED BY 2HR FIRE PROTECTION WITH SPRAY APPLIED FIREPROOFING 04 LIMIT OF THE MEZZANINE 05 FILL THE CAVITY WITH ACOUSTIC INSULATION 06 EXISTING STANDPIPE SIAMESE CONNECTION TO REMAIN 07a AREA OF REFUGE TELECOM. SEE ELECTRICAL ENGINEERING DRAWINGS 07b AREA OF REFUGE TACTILE SIGNAGE 08 NEW GAS METER LOCATION 09 NEW HOLES FOR PINING. 6"x4" PIPES. 10 EXISTING STEP LADDER TO REMAIN 11 NEW RAILLING INSTALLED TO THE EXISTING STAIR, SIMILAR AT 1 & 3/A510 (TYP.) 12 NEW HANDRAIL INSTALLED ON WALL FOR THE EXISTING STAIR, SIMILAR AT 4 & 5/A510 (TYP.) 13 ADD NEW STEPS 14 SOLAR PANEL AREA (FUTURE BY OTHERS) 15 EXISTING PITCH BOX TO BE REDONE (TYP) 16 FOOT GRILL (TYP) 17 REMOVE AND REPLACE ALL SEALANT JOINTS @ PREFAB SLAB (TYP) 18 RIVER STONE TO REMAIN 19 NEW CONCRETE SLAB ONLY ON 3rd LEVEL 20 APPLIED CEMENTITIOUS SPRAY-FIREPROOFING LIKE MONOKOTE MK-6 BY GCP, TICKNESS FOR 2H UL , ON COLUMNS LEVEL 2 = G2, LEVEL 3 AND 4 = G2, H2, J2,LEVEL 5 = G2 21 DOG SHOWER ON WALL (SEE MECHANICAL) 22 ROOF FALL PROTECTION ANCHOR POINTS ''CB-1-B BOLT-ON WALL ANCHOR'' OR EQUAL (SEE STRUCTURAL ENGINEER FOR LOADS AND ANCHOR TYPES ) 23 STAINED CONCRETE (TYP.) (551 ft²) 220 TYPE A STUDIO (544 ft²) 221 TYPE A STUDIO (245 ft²) E1 ELEVATORS (645 ft²) 201 TYPE A STUDIO (1459 ft²) 202 TYPE E 3 BED (1373 ft²) 203 TYPE E 3 BED (1424 ft²) 204 TYPE E 3 BED (215 ft²) S2 STAIRS (1194 ft²) 205 TYPE D 2 BED -CORNER (1597 ft²) 206 TYPE E 3 BED -CORNER (1424 ft²) 207 TYPE E 3 BED (1446 ft²) 208 TYPE E 3 BED (1523 ft²) 209 TYPE E 3 BED (1394 ft²) 210 TYPE E 3 BED (1097 ft²) 212 TYPE C 2 BED (1614 ft²) 213 TYPE D 2 BED -CORNER (1444 ft²) 213 TYPE E 3 BED (1351 ft²) 214 TYPE E 3 BED (1568 ft²) 215 TYPE D 2 BED -CORNER (1165 ft²) 216 TYPE D 2 BED -CORNER (215 ft²) S1 STAIRS (1299 ft²) 217 TYPE E 3 BED (527 ft²) 218 TYPE A STUDIO (629 ft²) 219 TYPE A STUDIO (1543 ft²) 211 TYPE E 3 BED A 26 38 U 35 R Q N M D.1 C 3630 37 A.7 J 27 E G T 32 S P 3125 B D F K O 29 B.4 B.8 33 34 Q.8 Q.2 1 V Z Y V1 X W Z1 Y1 X1 W1 W.3 W.7 2 3 8 11 13 15 4 6 W1.7 W1.3 16 18 23 19 10 L 2825.9 22.5 15.2 14 7.8 7 2.5 12 15.4 17 22.8 24.6 21 H 2.3 5 9 20 22 16.1 (2903 ft²) 200 CORRIDOR (176 ft²) 223 LAUNDRY ROOM (58 ft²) 222 JANITOR A: FLOOR TO DECK B: FLOOR TO GWB CEILING C: AS INDICATED WALL HEIGHT: 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS OTHERWISE NOTED . NOTES: ± 87' 4" = 189.79' (SEE CIVIL) GEODESIC GROUND LEVEL: D: FLOOR TO CONCRETE SLAB/CEILLING LEVEL DOOR NUMBER WALL TYPE ELEVATION NUMBER DRAWING NUMBER WINDOW NUMBER CONSTRUCTION NOTE 00 ROOM NUMBER ALL FACES ALIGN LEVEL INDICATE REVISION PB PANIC BAR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT WALL HEIGHT FIRE RATING 01 X X XXX Nom de pièce A 500 1 SECTION NUMBER DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER 1 120 1t 4.5 T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH E KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEETMA R K E T S T R E E T G A R D E N S T R E E T AS INDICATED A102 2nd, 3rd AND 4th LEVEL PLAN - UNITS CATAMOUNT RUN - BLOCK A - BUILDING A1 SOUTH BURLINGTON, VT 22-37404.13.2023 Auteur Vérificateur SNYDER-BRAVERMAN DEVELOPMENT LLC A1021" = 10'-0" 1 2nd, 3rd AND 4th LEVEL PLAN - UNITS NO.DATE DESCRIPTION BY 08.01.2023 FL SL CJ 4545 6060 9090 120120 150150 180180 AL 60 X 36 60 X 3660 X 3660 X 3672 x 36 60 X 3672 x 36 60 X 3672 x 3660 X 3672 x 36 72 x 3660 X 3672 x 36 72 x 3660 X 34A: FLOOR TO DECK B: FLOOR TO GWB CEILING C: AS INDICATED WALL HEIGHT: 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS OTHERWISE NOTED . NOTES: ± 87' 4" = 189.79' (SEE CIVIL) GEODESIC GROUND LEVEL: D: FLOOR TO CONCRETE SLAB/CEILLING LEVEL DOOR NUMBER WALL TYPE ELEVATION NUMBER DRAWING NUMBER WINDOW NUMBER CONSTRUCTION NOTE 00 ROOM NUMBER ALL FACES ALIGN LEVEL INDICATE REVISION PB PANIC BAR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT WALL HEIGHT FIRE RATING 01 X X XXX Nom de pièce A 500 1 SECTION NUMBER DRAWING NUMBER DETAIL NUMBER DRAWING NUMBER 1 120 1t 4.5 A 26 38 U 35 R Q N M D.1 C 3630 37 A.7 J 27 E G T 32 S P 3125 B D F K O 29 B.4 B.8 33 34 Q.8 Q.2 1 V Z Y V1 X W Z1 Y1 X1 W1 W.3 W.7 2 3 8 11 13 15 4 6 W1.7 W1.3 16 18 23 19 10 L 2825.9 22.5 15.2 14 7.8 7 2.5 12 15.4 17 22.8 24.6 21 H 2.3 5 9 20 22 16.1 (955 ft²) 101 TYPE B 1 BED (312 ft²) S1 STAIRS (1319 ft²) 102 TYPE E (1317 ft²) 103 TYPE E (1205 ft²) 104 TYPE D (1596 ft²) 105 TYPE E (1417 ft²) 106 TYPE E (1444 ft²) 107 TYPE E (1191 ft²) 108 TYPE C (62 ft²) 115 WC ADA (60 ft²) 114 WC ADA (671 ft²) 113 GYM (112 ft²) 112 VEST. (164 ft²) 110 PACKAGE ROOM (143 ft²) 111 MAIL ROOM (245 ft²) 121 LAUNDRY ROOM (212 ft²) 120 PET WASH (147 ft²) 119 VEST. (243 ft²) E1 ELEVATORS (85 ft²) 118 JANITOR (2648 ft²) 100 CORRIDOR (240 ft²) 117 VEST. (330 ft²) S1 STAIRS (13773 ft²) 116 COMMERCIAL (757 ft²) 109 TYPE B 1 BED -ADA 0' - 10" NOTES - PLANS GENERAL NOTES - PLANS 1. ALL DOOR ARE TO BE 4" FROM PERPENDECULAR WALL UNLESS OTHERWISE NOTED. 2. IN RESIDENTIAL UNIT, ALL INTERIOR WALLS ARE TYPE P-5, EXCEPT AS NOTED ON PLAN. 3. FOR W/D SEE DETAIL 10/A-621 AND 11/A-621 (TYP.) 4. PROVIDE P.T. WOOD 6'' X 6'' SLEEPERS FOR ALL EQUIPEMENT THAT IS NOT INSTALLED OTHERWISE 5. INSTALL 3'' X 3'' HSS STEEL COLUMNS IN MEZZANINE NIB WALLS. USE 20 GAGE STUDS FOR THOSE WALLS. 6. RETURN HANDRAIL AGAINST WALL 7. COLUMNS THAT DO NOT RECEIVE A FULL HEIGHT GWB PROTECTION MUST HAVE SPRAYED FIREPROOFING. A CARD READER (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) 01 1HR FIRE RATED STRUCTURAL FIREPROOFING AS PER UL D925 (TYPICAL. SEE FIRE RATING DIAGRAMS) B PUSH PLATE (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) C AUTOMATIC DOOR (TO BE CENTERED AT 42’’ ABOVE THE FLOOR ) NEW CONCRETE SLAB (SEE STRUCTURE) EXISTING NEW MANUAL FIRE EXTINGUISHER CABINETF.E.C. DOOR BY OTHER (SEE WIEMANN LAMPHERE ARCHITECTS) WLA 02 1HR FIRE RATED STRUCTURAL FIREPROOFING AS PER UL D925 (TYPICAL. SEE FIRE RATING DIAGRAMS) 03 ALL STEEL STRUCTURAL BEAMS SUPPORTING THESTAIRCASE TO BE PROTECTED BY 2HR FIRE PROTECTION WITH SPRAY APPLIED FIREPROOFING 04 LIMIT OF THE MEZZANINE 05 FILL THE CAVITY WITH ACOUSTIC INSULATION 06 EXISTING STANDPIPE SIAMESE CONNECTION TO REMAIN 07a AREA OF REFUGE TELECOM. SEE ELECTRICAL ENGINEERING DRAWINGS 07b AREA OF REFUGE TACTILE SIGNAGE 08 NEW GAS METER LOCATION 09 NEW HOLES FOR PINING. 6"x4" PIPES. 10 EXISTING STEP LADDER TO REMAIN 11 NEW RAILLING INSTALLED TO THE EXISTING STAIR, SIMILAR AT 1 & 3/A510 (TYP.) 12 NEW HANDRAIL INSTALLED ON WALL FOR THE EXISTING STAIR, SIMILAR AT 4 & 5/A510 (TYP.) 13 ADD NEW STEPS 14 SOLAR PANEL AREA (FUTURE BY OTHERS) 15 EXISTING PITCH BOX TO BE REDONE (TYP) 16 FOOT GRILL (TYP) 17 REMOVE AND REPLACE ALL SEALANT JOINTS @ PREFAB SLAB (TYP) 18 RIVER STONE TO REMAIN 19 NEW CONCRETE SLAB ONLY ON 3rd LEVEL 20 APPLIED CEMENTITIOUS SPRAY-FIREPROOFING LIKE MONOKOTE MK-6 BY GCP, TICKNESS FOR 2H UL , ON COLUMNS LEVEL 2 = G2, LEVEL 3 AND 4 = G2, H2, J2,LEVEL 5 = G2 21 DOG SHOWER ON WALL (SEE MECHANICAL) 22 ROOF FALL PROTECTION ANCHOR POINTS ''CB-1-B BOLT-ON WALL ANCHOR'' OR EQUAL (SEE STRUCTURAL ENGINEER FOR LOADS AND ANCHOR TYPES ) 23 STAINED CONCRETE (TYP.) T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH E KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEETMA R K E T S T R E E T G A R D E N S T R E E T AS INDICATED A101 1st LEVEL PLAN - UNITS CATAMOUNT RUN - BLOCK A - BUILDING A1 SOUTH BURLINGTON, VT 22-37404.13.2023 C.F.E.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A1011" = 10'-0" 1 1st LEVEL PLAN - UNITS NO.DATE DESCRIPTION BY 08.01.2023 302.5302.5 302.5302.5 302.5 LLLL L LL 310 309 309 310311311 310305 3123123143153143123 1 1 3113113113103103123123 1 2 31 2 298308 308305305308305300 300 300305308298 299305310 3 1 0 31031 0 309311310308309307309312314314DDD305307UUUUUU312311311311310310 3 1 0 3 10 311312MARKET STLOT M410' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKEX. SIDEWALKEXISTING BOXSTORM POND 1SEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARKGARDEN STREETLOT M5110.2' 1 0 0 .0 '209.1'NEW CONCRETE SIDEWALK6' C ON CR E TE S I D EW A LK6' CONCRETE SIDEWALKPROPOSED 61 UNITRESIDENTIAL BUILDINGBIKE RACKS(4 HOOPS)6' WIDE CONCRETE SIDEWALK5' CONCRE T E S I D EW A L K20' R.30' R.10' R.20' R.22'20'20' R.CONCRETE CURBCONC R E T E CU R B RAMPTRASH & RECYCLING CONTAINERSTO BE LOCATED IN PARKING GARAGEBLDG B1MARKET STREETCI T Y H A L L / SCHOO L DR I V EWAY FU TURE PUB L IC S TREE T 3 2 4 'LOT B-B2LOT B-B1TRANSECT T-4TRANSECT T-5TRANSECT T-4TRANSECT T-56' WIDE CONCRETE SIDEWALK8 6 . 5 'L=136.9 '28.7'3.3'L=91.0'289.6'181.3'137.8'61 .2 ' 2 4 8 . 1 '60'6' W I D E CON CRE TE S I DEW A L K 10' WIDE SHARED USE PAVED PATH1 0 ' W IDE SH A RED U S E P A V ED PA TH BUILDING A2225 MARKET STREETBUILDING A1267 MARKET STREETBUILDING A3113 GARDEN STREETFU TUR E PUB L IC S TRE E TBIOERETENTION AREAPOCKET PLAZALOT N13.71 AC.LOT N21.79 AC.TRASH & RECYCLINGSTRUCTUREPLAZA AT STREETLEVEL OVER RAMPTO PARKING GARAGETYPICAL RAILING ALONGTOP OF RETAINING WALL22'22'15' R.TRANSECT T-5TRANSECT T-4TRANSECT T - 5TRANSECT T - 4 MOUNTABLECONCRETE CURBMOUNTABLECONCRETE CURBCONCR E T E C UR B CONCRETE CURB5' R .5' R.15' R.15' R.30' R.54' R.22'20'10' R.30' R.22'EXISTING PAVED DRIVEPROPOSED 20' WIDE PEDESTRIANEASEMENT TO THE CITY OF SOUTHBURLINGTON20'CLASS 2 WETLAND50'50' WETLAND BUFFEREXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CON CRE TE S I DEW A L K (4) BIKE RACKS(8 SPACES)(4) BIKE RACKS(8 SPACES)5' WIDE CONCRETE SIDEWALK 5' WIDE CONCRETE SIDEWALK5' WIDE CONC. SIDEWALKEXISTING PAVED PARKINGEXISTINGPAVEDPARKINGSEE PLANS BY TJ BOYLE FORADDITIONAL DESIGN DETAILS20'20'8'8'22'15' R.15' R.10' R.15' R.12' R.18'8'8'8'9'EL E CELEC ELEC18'8'8'8'9'24'18'9'24'8'8'8'8' R.15' R .10' R.10' R.1 5 8 . 6 'L=81.0 'L=89.0'L=11.2'L=180.5'357.6'14.6'110.8'L = 89 . 4 'L=54.6'L=215.8'430.5'S PEEDTABLE SPEEDTABLE20.3'(3) BIKE RACKS(6 SPACES)(3) BIKE RACKS(6 SPACES)(4) BIKE RACKS(8 SPACES)CONCRETE CURB CONCR E T E CUR B30'5' WIDE BOARDWALK OVER STONESPILLWAY. PROVIDE MINIMUM 1'CLEARANCE BETWEEN BOTTOM OFBOARDWALK AND TOP OF STONE.GRADE BETWEEN SIDEWALKAND STORM POND BERM TOPROVIDE SMOOTH TRANSITIONSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB&GTHE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN1OVERALL SITE PLANWILLISTON ROADLOCATION MAPNOT TO SCALEMAR Y S T R E E T EXIT 14INTERSTATE 89MIDAS RDHINESBURG ROADINTERSTATE 89MARKET STREETMARCOTTECENTRALSCHOOLDORSET STREETAPPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407WHITE STSITENOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOT N AND THEASSOCIATED BUILDING AND SITE IMPROVEMENTS. SEE THE MARKET STREET ANDGARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY.2.FOR LOT N PERIMETER BOUNDARY INFORMATION, SEE THE SOUTH BURLINGTON CITYCENTER, LLC SUBDIVISION PLAT BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS,INC., LAST REVISED 10-19-21 AND RECORDED IN SLIDE 646.3 OF THE CITY LAND RECORDS.3.LOT N IS SUBJECT TO A PROPOSED SUBDIVISION. SEE THE SUBDIVISION SURVEY PLATDATED 06-28-23 BY BARNARD & GERVAIS, LLC FOR DETAILED INFORMATION ON LOTSN1-N3.GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.GARDEN STLEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUR#155 MARKET STREETMIXED USE BUILDINGLOT BBUILDING B2BIKE PARKINGBLDGDWELLINGUNITSNON-RESIDENTIALSPACESHORT TERM BIKE SPACESLONG TERM BIKE SPACESCHANGINGFACILITYUNISEXSHOWERCLOTHESLOCKERREQUIREDPROVIDEDREQUIREDPROVIDEDBLDG A17513,500 SF12 (7.5 + 4 MIN.)1477 (75 + 2)104NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A26213,500 SF10 (6.2 + 4 MIN.)1464 (62 + 2)64NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A350NONE585052N/AN/AN/AZONING TRANSECT BOUNDARYEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLELOT BBUILDING B1#112 GARDEN STREET#303 MARKETSTREETSHEET INDEX1OVERALL SITE PLAN2EXISTING CONDITIONS PLAN3GRADING PLAN - BLDG A1 & A24GRADING PLAN - BLDG A35UTILITY & LAYOUT PLAN - BLDG A1 & A26UTILITY & LAYOUT PLAN - BLDG A37EPSC PLAN8LIGHTING PLAN9DETAILS - SITEWORK10DETAILS - SITEWORK & STORM11DETAILS - EPSC & STORM12DETAILS - WATER13DETAILS - WATER & INSETS14PAVEMENT MARKING & SIGN PLAND2STORMWATER DETAILS (BY VHB)LOT N3FUTURE STREET ROW0.36 AC.PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 & TRANSECT ZONE T5LOT DATA:LOT N1 = 3.71 ACRELOT N2 = 1.79 ACRE (STORM POND)LOT N3 = 0.36 ACRE (FUTURE ROW)PROPOSED BUILDING:BUILDINGS A1 & A2: MIXED USE BUILDINGBASEMENT - PARKING GARAGEFLOOR 1T-4:RESIDENTIAL UNITST-5:NON-RESIDENTIALFLOORS 2-4T-4 & T-5: RESIDENTIAL UNITSBUILDING A3: RESIDENTIALBASEMENT - PARKING GARAGEFLOORS 1-4T-4:RESIDENTIAL UNITSPARKING STANDARDS (T-4 & T-5)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITBIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICELONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNITLONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICEVEHICLE PARKINGBUILDING / LOTDWELLINGUNITSPROPOSED PARKING SPACESGARAGESURFACETOTALBLDG A1 / LOT N1757944123BLDG A2 / LOT N162483482BLDG A3 / LOT N150331548OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITOPEN SPACE REQUIREMENTS (T-5)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·5% OF NON-RESIDENTIAL GROSSFLOOR AREAOPEN SPACEBLDGDWELLINGUNITSNON-RESIDENT.SPACEOPEN SPACEREQUIREDPROPOSED OPEN SPACELDA O/S CREDITPROVIDEDTOTALBLDG A17513,500 SF5,175 SF(4,500 + 675)2,587.5 SF(50% MAX.)990 SF SNIPPET (A1) +1,300 SF SNIPPET (A1)+ 2,400 SFPOCKET PLAZA +1,175 SF SNIPPET (A2)+ 3,500 SFRAIN GARDEN (A3)15,650 SFBLDG A26213,500 SF4,395 SF(3,720 + 675)2,197.5 SF(50% MAX.)BLDG A350NONE3,000 SF1,500 SF(50% MAX)TOTAL12,570 SF6,285 SF9,365 SFBUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:REQUIRED FRONTAGE BUILDOUTT-470% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)T-585% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)PROPOSEDMARKET STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 430.5 FT (ALL IN T-5)TOTAL FRONTAGE BUILDOUT = 185.6 FT + 185.5 FT = 371.1 FTTOTAL FRONTAGE BUILDOUT = 86% (371.1 FT / 430.5 FT = 86%)FUTURE PUBLIC STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 239.6 FT (T-5 = 150 FT T-4 = 89.6 FT)TOTAL FRONTAGE BUILDOUT = 191.4 FTTOTAL FRONTAGE BUILDOUT = 80% (191.4 FT / 239.6 FT = 80%)THE PROPOSED FRONTAGE BUILDOUT FOR THE FUTURE PUBLIC STREET (191.4 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (190.2 FT) FOR THE T-4 & T-5.[(150 FT X 0.85) + (89.6 FT X 0.70) = 190.2 FT)]GARDEN STREET - LOT N1 / BLDGS A1 & A3TOTAL STREET FRONTAGE = 761.5 FT (T-5 = 151.3 FT T-4 = 610.2 FT)TOTAL FRONTAGE BUILDOUT= 590.0 FT = 369.9 FT (BLDG A1) + 220.1 FT (BLDG A3)TOTAL FRONTAGE BUILDOUT = 77% (590.0 FT / 761.5 FT)THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (590.0 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (555.8 FT) FOR THE T-4 & T-5.[(151.3 FT X 0.85) + (610.3 FT X 0.70) = 555.8 FT)]05-05-23COORDINATION WITH PROPERTY PLATABR05-19-23REV DRIVE OFF GARDEN STABR06-15-23REV PEDESTRIAN EASE ALONG STORM PONDABR07-05-23REV BIKE SPACES IN BLDG A3ABR08-01-23REV DWELLING UNITS IN BLDG A1ABRDRAFT 08-01-23 100' - 0" LEVEL 1 - STREET / COMMERCIAL 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 JAMES HARDIE CEMENT BOARD PANEL COLOR ARTIC WHITE 315.10 149' - 2 1/2" TOP OF PARAPET 1 151' - 2 1/2" TOP OF PARAPET 2 101' - 0" LEVEL 1 - UNITS 99' - 0" LEVEL 1 - MARKET STREET COMMERCIAL 152' - 8 1/2" TOP OF PARAPET 3 154' - 2 1/2" TOP OF PARAPET 4 BRICK GLEN-GERYEASTLINE HARDIEPLANK - LAP SIDINGCOLOR ARTIC WHITEBRICK WATSON BRICK CO.BERGEN KT COMPOSITE WOOD SIDING 5' - 0"12' - 8 1/2"10' - 9"10' - 9"14' - 0"1' - 0"1' - 0"2' - 8"3' - 1" 3' - 2" BRICK GLEN-GERYEASTLINE 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 149' - 2 1/2" TOP OF PARAPET 1 151' - 2 1/2" TOP OF PARAPET 2 101' - 0" LEVEL 1 - UNITS 154' - 2 1/2" TOP OF PARAPET 4 JAMES HARDIE CEMENT BOARD PANEL COLOR S.W 7068 GRIZZLE GRAY JAMES HARDIE CEMENT BOARD PANEL COLOR LIGHT MIST 14' - 0"10' - 9"10' - 9"12' - 8 1/2" 2' - 0"3' - 0"HARDIEPLANK - LAP SIDING COLOR ARTIC WHITE COMPOSITE WOOD SIDING 3' - 1" PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 03-22-2023 A01 CATAMOUNT RUN - BLOCK A - BUILDING A1 MARKET STREET ELEVATION PATIO ELEVATION - FACING A2 100' - 0" LEVEL 1 - STREET / COMMERCIAL 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 149' - 2 1/2" TOP OF PARAPET 1 101' - 0" LEVEL 1 - UNITS 152' - 8 1/2" TOP OF PARAPET 3HARDIEPLANK - LAP SIDING COLOR ARTIC WHITE BRICK WATSON BRICK CO. BERGEN KT COMPOSITE WOOD SIDING JAMES HARDIE CEMENT BOARD PANEL COLOR LIGHT MIST JAMES HARDIE CEMENT BOARD PANEL COLOR ARTIC WHITE 3' - 1" HARDIEPLANK - LAP SIDING COLOR ARTIC WHITE BRICK WATSON BRICK CO. BERGEN KT JAMES HARDIE CEMENT BOARD PANEL COLOR LIGHT MIST BRICK GLEN-GERY EASTLINE COMPOSITE WOOD SIDING 100' - 0" LEVEL 1 - STREET / COMMERCIAL 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 149' - 2 1/2" TOP OF PARAPET 1 101' - 0" LEVEL 1 - UNITS 152' - 8 1/2" TOP OF PARAPET 3 154' - 2 1/2" TOP OF PARAPET 4 BRICK WATSON BRICK CO. BERGEN KT BRICK GLEN-GERY EASTLINE JAMES HARDIE CEMENT BOARD PANEL COLOR S.W 7069 IRON ORE 2' - 7" PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 03-22-2023 A02 CATAMOUNT RUN - BLOCK A - BUILDING A1 GARDEN STREET ELEVATION - SECTION A GARDEN STREET ELEVATION - SECTION CGARDEN STREET ELEVATION - SECTION B COMPOSITE WOOD SIDINGJAMES HARDIECEMENT BOARD PANEL COLOR LIGHT MIST HARDIEPLANK - LAP SIDING COLOR ARTIC WHITEJAMES HARDIECEMENT BOARD PANEL COLOR S.W 7068 GRIZZLE GRAY JAMES HARDIECEMENT BOARD PANEL COLOR RICH ESPRESSO 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 149' - 2 1/2" TOP OF PARAPET 1 151' - 2 1/2" TOP OF PARAPET 2 101' - 0" LEVEL 1 - UNITS 99' - 0" LEVEL 1 - MARKET STREET COMMERCIAL 152' - 8 1/2" TOP OF PARAPET 3 154' - 2 1/2" TOP OF PARAPET 4 COMPOSITE WOOD SIDINGJAMES HARDIE CEMENT BOARD PANEL COLOR LIGHT MIST HARDIEPLANK - LAP SIDING COLOR ARTIC WHITE 99' - 0" LEVEL 1 - MARKET STREET COMMERCIAL JAMES HARDIE CEMENT BOARD PANEL COLOR LIGHT MIST JAMES HARDIE CEMENT BOARD PANEL COLOR S.W 7068 GRIZZLE GRAY JAMES HARDIE CEMENT BOARD PANEL COLOR RICH ESPRESSO JAMES HARDIE CEMENT BOARD PANEL COLOR S.W 7069 IRON ORE JAMES HARDIE CEMENT BOARD PANEL COLOR S.W.6150 UNIVERSAL KHAKI 115' - 0" LEVEL 2 125' - 9" LEVEL 3 136' - 6" LEVEL 4 101' - 0" LEVEL 1 - UNITS 152' - 8 1/2" TOP OF PARAPET 3 154' - 2 1/2" TOP OF PARAPET 4 COMPOSITE WOOD SIDINGHARDIEPLANK - LAP SIDING COLOR ARTIC WHITE JAMES HARDIE CEMENT BOARD PANEL COLOR S.W 7068 GRIZZLE GRAY PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 22-374 03-22-2023 A03 CATAMOUNT RUN - BLOCK A - BUILDING A1 BACK ELEVATION - SECTION A BACK ELEVATION - SECTION B BACK ELEVATION - SECTION C LATERAL ELEVATION PROJECT : REVISION/DATE : RENDERING 22-374 03-22-2023 A00 CATAMOUNT RUN - BLOCK A - BUILDING A1 ARTIST'S RENDITION - FOR DISCUSSION PURPOSES ONLY. SEE DESIGN PLANS FOR DETAILS.