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Home My WebLink AboutSP-24-23 - Plans - Record - 0200 Garden StreetSpace Recommendations: Distance from ground to boom of rack: 42” Ceiling height: Minimum 92” Side wall to rack center: Minimum 20”, recommended 24” Distance between racks center to center: Minimum 28”, recommended 31” 11 gauge steel ¼” x 2” ﬂat steel hook mounts 3/4” solid steel locking bar 7/16” holes to accommodate 3/8” bolt Top view Product Materials and Beneﬁts: Mount Options: Color Options: Wall Mount Standard Color Black DoubleUp Rack (w/locking bar) Model: 543-4002 Side View Front View 3 8 . 0 5 3 0 . 2 2 8.88 0 . 1 2 5 0.38 0.25 19.16 23.5 2 2 3 . 0 9 26.59 45° 220 Congress Park Dr. #215 Delray Beach, FL 33445www.theparkcatalog.com Ph: 800-695-3503 C ATA L O G Finishes: Powder Coat Our powder coat ﬁnish assures a high level of adhesion and durability by following these steps: 1. Sanded Down 2. Washed and Dried 3. Zinc Primer 4. Powder Coat 5. UV Clear Topcoat WALL MOUNT RACK AT FRONT OF EACH GARAGE PARKING SPACE Space Recommendations: Ceiling height: Minimum 95” Side wall to rack center:Minimum 20”, recommended 24” Distance between racks center to center: Minimum 28”, recommended 31” 11 gauge steel¼” x 2” ﬂat steel hook mounts3/4” solid steel locking bar7/16” holes to accommodate 3/8” bolt 2” x 2” square support bars Product Materials and Beneﬁts: Finishes: Mount Options: Color Options: Free Standing Standard Color Black Size Options: 2 Rack / 4 Bike (41” Span, Approx 55” w/bikes) 3 Rack / 6 Bike (67” Span, Approx 81” w/bikes) 4 Rack / 8 Bike (93” Span, Approx 108” w/bikes) 5 Rack / 10 Bike (119” Span, Approx 134” w/bikes) DoubleUp Single Sided Rack Model: 543-4010 3350 NW Boca Raton Blvd., Boca Raton, FL 33431 1-866-280-9894 | sales@theparkcatalog.com C A T A L O G 36" Depth 36" Depth 36" Depth 41" Length Span 43.5" Average Depth w/bikes 43.5" Average Depth w/bikes 43.5" Average Depth w/bikes 36" Depth 43.5" Average Depth w/bikes 67" Length Span 93" Length Span 119" Length Span 2 Rack / 4 Bike 3 Rack / 6 Bike 4 Rack / 8 Bike 5 Rack / 10 Bike Powder Coat Our powder coat ﬁnish assures a high level of adhesion and durability by following these steps: 1.Sanded Down 2.Washed and Dried 3.Zinc Primer 4.Powder Coat 5.UV Clear Topcoat 80”95”MinimumHeightClearance WALL MOUNT RACK FOR COMMON BIKE STORAGE (TO BE MOUNTED FLUSH AGAINST PARKING GARAGE WALL) 72 x 3 6 3' - 0"45' - 0"26' - 4"18' - 9"26' - 3"12' - 9 1/2"27' - 9"9' - 0" PROJECT : REVISION/DATE : 1/16" = 1'-0" BUILDING REQUIREMENTS - ENTRANCES 23-273 05-28-2024 A.04 BUILDING 7 PRIMARY FAÇADE - GARDEN STREET ENTRANCES MAX. DISTANCE BETWEEN OPERABLE ENTRANCES (RESIDENTIAL 1ST STORY) : 46'-0'' PROVIDED: 45'-0" MAX. AVERAGE BETWEEN OPERABLE ENTRANCES (RESIDENTIAL 1ST STORY) : 36'-0'' PROVIDED: 21'-0" 100' - 0" LEVEL 1 110' - 9" LEVEL 2 121' - 6" LEVEL 3 132' - 3" LEVEL 4 146' - 3" TOP OF PARAPET 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " A3 B1 B2 C1 D1 B1 A4 A1A2 A1 A2 A3 A4 A1A2 A1A2 A1A2 A1 A2 A1 A2 A1 A2 A1A2 A1A2 A5 A4 A3 A4 A3 A4 A3 A4 A5 A4 A5 A4 A5 A4 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1 C2 C1C2 C1C2 C1C2 C1C2 D1 D1 A2 A4 A6 A6 2' - 6" 24' - 6"24' - 3"36' - 3"14' - 10"36' - 2"17' - 4"36' - 5" 98' - 0" STREET LEVEL 147' - 3" TOP OF PARAPET 2 A1A2 A1 A2 B1 A1 A2 A1 A2 A3A4 A3A4 A3A4 A5A4 2' - 0 " 6' - 6 " 9' - 0"9' - 0"9' - 0"3' - 1 1/2"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"6' - 0"9' - 0" 190' - 0" 14 ' - 0 " 1' - 0 " 110' - 10" FINISH LEVEL 2 121' - 7" FINISH LEVEL 3 132' - 4" FINISH LEVEL 4 111' - 9" TOP OF CANOPY STEEL PROJECT : REVISION/DATE : 1/16" = 1'-0" BUILDING REQUIREMENTS - PRIMARY FAÇADE 23-273 05-28-2024 A.03 BUILDING 7 WINDOW TYPE A1 HEIGHT WIDTH AREA 7' - 10''6' - 6''50.7 SF UPPER FACADE GLAZING TOTAL UPPER FACADE AREA: 6255 SF GLAZING REQUIRED (30%): 1848 SF GLAZING PROVIDED (42%): 2622 SF (100% TRANSPARENT) QTY.TOTAL AREA 709.8 SF BUILDING FRONTAGE TOTAL FACADE LENGTH: 190'-0'' FRONTAGE BUILDOUT PRIMARY BUILD TO ZONE: 190'-0'' (100%) FIRST STORY GLAZING FACADE LENGHT: 190'-0'' GLAZING REQUIRED (40%): 76'-0'' GLAZING PROVIDED (68%): 128'-10'' (880 SF) 14 A2 7' - 10''2' - 6''19.5 SF 312 SF16 5' - 6''2' - 6''13.7 SF 178.1 SF13 7' - 10''6' - 0''46.9 SF 609.7 SF13 2622.3 SF 8' - 6''3' - 0''25.5 SF 331.5 SF13 A3 5' - 6''6' - 6''36.3 SF 290.4 SF8 TRANSPARENT REQUIRED (75%): 577 SF TRANSPARENT PROVIDED (83%): 729 SF 7' - 10''2' - 6''19.5 SF 58.5 SF3 5' - 5''2' - 3''12.1 SF 36.3 SF3 A4 B1 C1 C2 D1 A5 5' - 6''3' - 6''19.2 SF 96 SF5 100' - 0" LEVEL 1 110' - 9" LEVEL 2 121' - 6" LEVEL 3 132' - 3" LEVEL 4 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 146' - 3" TOP OF PARAPET 98' - 0" STREET LEVEL 147' - 3" TOP OF PARAPET 2 14 ' - 0 " 1' - 0 " CEMFORT CEMENT BOARD PANEL SYSTEM CEM-SCREW COLOR ACADIA BY CEMFORT CEMFORT CEMENT BOARD PANEL COLOR IRON ORE SW7069 HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR AGED PEWTER BY JAMES HARDIE JAMES HARDIE CEMENT BOARD PANEL COLOR IRON ORE SW7069 BRICKS OLD DUTCH MODULAR BY PINE HALL METAL CANOPY COLOR IRON ORE SW 7069 100' - 0" LEVEL 1 110' - 9" LEVEL 2 121' - 6" LEVEL 3 132' - 3" LEVEL 4 146' - 3" TOP OF PARAPET 98' - 0" STREET LEVEL 147' - 3" TOP OF PARAPET 2 1' - 0 " 10 ' - 9 " 10 ' - 9 " 10 ' - 9 " 14 ' - 0 " CEMFORT CEMENT BOARD PANEL IRON ORE SW7069 HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR AGED PEWTER BY JAMES HARDIE JAMES HARDIE CEMENT BOARD PANEL COLOR IRON ORE SW7069 HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR XXXXXXXXXX HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR XXXXXXXXXX CEMFORT CEMENT BOARD PANEL SYSTEM CEM-SCREW COLOR ACADIA BY CEMFORT PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 23-273 05-28-2024 A.01 BUILDING 7 GARDEN STREET ELEVATION BACK ELEVATION 100' - 0" LEVEL 1 110' - 9" LEVEL 2 121' - 6" LEVEL 3 89' - 0" PARKING LEVEL 132' - 3" LEVEL 4 146' - 3" TOP OF PARAPET 147' - 3" TOP OF PARAPET 2 HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR AGED PEWTER BY JAMES HARDIE JAMES HARDIE CEMENT BOARD PANEL COLOR AGED PEWTER BY JAMES HARDIE HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR IRON ORE SW7069 BRICKS OLD DUTCH MODULAR BY PINE HALL CEMFORT CEMENT BOARD PANEL SYSTEM CEM-SCREW COLOR ACADIA BY CEMFORT HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR COBBLE STONE BY JAMES HARDIE METAL CANOPY COLOR IRON ORE SW 7069 100' - 0" LEVEL 1 110' - 9" LEVEL 2 121' - 6" LEVEL 3 132' - 3" LEVEL 4 146' - 3" TOP OF PARAPET 98' - 0" STREET LEVEL 147' - 3" TOP OF PARAPET 2 HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR COBBLE STONE BY JAMES HARDIE JAMES HARDIE CEMENT BOARD PANEL COLOR AGED PEWTER BY JAMES HARDIE HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR IRON ORE SW7069 BRICKS OLD DUTCH MODULAR BY PINE HALL HARDIEPLANK LAP SIDING WIDTH: 9.25'' EXPOSURE: 8'' COLOR AGED PEWTER BY JAMES HARDIE METAL CANOPY COLOR IRON ORE SW 7069 PROJECT : REVISION/DATE : 1/16" = 1'-0" ELEVATIONS 23-273 05-28-2024 A.02 BUILDING 7 RIGHT SIDE ELEVATION LEFT SIDE ELEVATION 60 X 36 60 X 3672 x 3660 X 36 60 X 36 32 "60 X 3 6 60 X 3 6 72 x 36 60 X 3 6 60 X 36 60 X 36 60 X 36 72 x 3 6 72 x 3 6 72 x 3 6 DOG WASH GYM LAUNDRY ROOM VEST. MAIL & PACKAGE ROOM LOBBY 8' - 8 1/2" W.C (1577 SF) 102 TYPE E 3 BED CORNER (806 SF) 106 TYPE B 1 BED (842 SF) 108 TYPE B 1 BED (1312 SF) 112 TYPE D 2 BED CORNER (1213 SF) 107 TYPE D 2 BED CORNER (1184 SF) 105 TYPE C 2 BED (577 SF) 103 TYPE A STUDIO (1200 SF) 101 TYPE D 2 BED CORNER (840 SF) 104 TYPE B 1 BED (576 SF) 110 TYPE A STUDIO PROJECT : REVISION/DATE : 1/16" = 1'-0" 1ST LEVEL PLAN 23-273 05-28-2024 A.06 BUILDING 7 UNIT TYPE A - STUDIO B - 1 BED C - 2 BED D - 2 BED C. LEVEL 1 2 LEVEL 2 LEVEL 3 LEVEL 4 TOTAL 4 3 1 3 4 3 1 3 4 3 1 3 3 1 3 14 4 12 12 E - 3 BED 1 1 11 4 TOTAL:1210 461212 72 x 3660 X 36 60 X 36 60 X 36 60 X 36 60 X 3660 X 36 60 X 36 60 X 36 72 x 3 6 60 X 3 6 32 " 72 x 3 6 60 X 3 6 72 x 36 60 X 3 6 72 x 3 6 60 X 36 (1582 SF) 202 TYPE E 3 BED CORNER (1205 SF) 201 TYPE D 2 BED CORNER (1214 SF) 211 TYPE D 2 BED CORNER (1313 SF) 212 TYPE D 2 BED CORNER (575 SF) 210 TYPE A STUDIO (841 SF) 208 TYPE B 1 BED (804 SF) 206 TYPE B 1 BED (840 SF) 204 TYPE B 1 BED (623 SF) 203 TYPE A STUDIO (577 SF) 205 TYPE A STUDIO (574 SF) 207 TYPE A STUDIO (1184 SF) 209 TYPE C 2 BED PROJECT : REVISION/DATE : 1/16" = 1'-0" 2ND LEVEL PLAN 23-273 05-28-2024 A.07 BUILDING 7 UNIT TYPE A - STUDIO B - 1 BED C - 2 BED D - 2 BED C. LEVEL 1 2 LEVEL 2 LEVEL 3 LEVEL 4 TOTAL 4 3 1 3 4 3 1 3 4 3 1 3 3 1 3 14 4 12 12 E - 3 BED 1 1 11 4 TOTAL:1210 461212 60 X 3660 X 36 60 X 36 60 X 36 72 x 3660 X 36 60 X 36 60 X 36 72 x 3 6 32 " 72 x 3 6 60 X 3 6 60 X 3 6 72 x 36 60 X 3 6 72 x 3 6 60 X 36 60 X 36 (620 SF) 303 TYPE A STUDIO (1214 SF) 311 TYPE D 2 BED CORNER (1205 SF) 301 TYPE D 2 BED CORNER (1585 SF) 302 TYPE E 3 BED CORNER (805 SF) 306 TYPE B 1 BED (577 SF) 310 TYPE A STUDIO (1313 SF) 312 TYPE D 2 BED CORNER (574 SF) 305 TYPE A STUDIO (1186 SF) 309 TYPE C 2 BED (841 SF) 308 TYPE B 1 BED (840 SF) 304 TYPE B 1 BED (574 SF) 307 TYPE A STUDIO PROJECT : REVISION/DATE : 1/16" = 1'-0" 3RD LEVEL PLAN 23-273 05-28-2024 A.08 BUILDING 7 UNIT TYPE A - STUDIO B - 1 BED C - 2 BED D - 2 BED C. LEVEL 1 2 LEVEL 2 LEVEL 3 LEVEL 4 TOTAL 4 3 1 3 4 3 1 3 4 3 1 3 3 1 3 14 4 12 12 E - 3 BED 1 1 11 4 TOTAL:1210 461212 60 X 36 60 X 3672 x 3660 X 36 72 x 3 6 72 x 3 6 60 X 3 6 60 X 3 6 72 x 36 60 X 3 6 72 x 3 6 60 X 36 60 X 36 60 X 36 60 X 36 60 X 36 60 X 36 (1493 SF) 402 TYPE E 3 BED CORNER (1205 SF) 401 TYPE D 2 BED CORNER (1216 SF) 411 TYPE D 2 BED CORNER (1306 SF) 412 TYPE D 2 BED CORNER (545 SF) 410 TYPE A STUDIO (773 SF) 408 TYPE B 1 BED (773 SF) 406 TYPE B 1 BED (773 SF) 404 TYPE B 1 BED (623 SF) 403 TYPE A STUDIO (574 SF) 405 TYPE A STUDIO (574 SF) 407 TYPE A STUDIO (1184 SF) 409 TYPE C 2 BED PROJECT : REVISION/DATE : 1/16" = 1'-0" 4TH LEVEL PLAN 23-273 05-28-2024 A.09 BUILDING 7 UNIT TYPE A - STUDIO B - 1 BED C - 2 BED D - 2 BED C. LEVEL 1 2 LEVEL 2 LEVEL 3 LEVEL 4 TOTAL 4 3 1 3 4 3 1 3 4 3 1 3 3 1 3 14 4 12 12 E - 3 BED 1 1 11 4 TOTAL:1210 461212 9' - 0" 1/2" 1' - 2 1/2" 1' - 2 1/2" ELECT. MECH. LOBBY 6' - 0 " 4' - 0 " 20 ' - 0 " ELEV. MECH.ELEV. STAIRS STAIRS 24 ' - 3 1 / 2 " 22 ' - 0 " 24 ' - 9 " 29 PARKING SPACES 46 LONG TERM BIKE SPACES (23 RACKS) PROJECT : REVISION/DATE : 1/16" = 1'-0" P1 LEVEL PLAN 23-273 05-28-2024 A.05 BUILDING 7 314 315 306 307 310 3 10 309 313 314WW F M + 315.02 315.34 + +312.85 + 312.85 +313.35 310.85 + + 3 1 0 .5 0 + (3 1 2.12) + 31 0. 7 5 310.55 + +3 1 0.5 5 +310.85 +310.65 311.25+ + +314.22 314.50 315.32+ + (30 8.2) 314.95 + 314.65 + + (309.89) + (310.33) + (310.88) (310.73) + (3 11.8 8) ++ (3 1 2.48) 3 1 3.60 + 316.36++ 31 2.0 0 + 3 11.0 0 + +314.03 3 13.3 0 ++313.60 +313.60 305.25 + +314.5 +312.0 + T O W = 3 08.0 E T L L L G 311 304 3 0 6 311 3 0 8 306 310 3 0 9 3133 1 3 314 315 3 0 5 U D U D 15'R 2 5'R 25 'R 315 315 3 1 3 314 E T T + 314.75 + 314.34 + 315.28 + 314.95 + 314.42 + 314.92 + 315.13 + 315.13 314 3 15 315 W G G G G G G UD UDUD UD UD UD R R R R Y DH H D Y DHY 311 310 31 4 G G G GG E T E T L L L L L L L L L L E T E T E E E W WWW W W W S S S S S S S S R D R D FM D D D S S HH BB 2 2 14 14 5'-0'' HIGH RTU ON 24'' HIGH BASE ROOF EQUIPMENT SCREEN PROJECT : REVISION/DATE : 1/32" = 1'-0" SOLAR-READY ZONE 23-273 02-09-2024 A-1.1 BUILDING 7 SOLAR-READY ZONE Total rooftop area = 12, 650 SF Minimum solar-ready zone = 5, 060 SF 40% X 12,650 SF = 5,060 SF Total solar-ready zone available = 5, 221 SF (solar-ready zone areas shown subject to adjustment with final design of mechanical equipment) The solar-ready zone shall include a collateral dead load of not less than 5 psf in gravity and lateral design calculations. Interconnection pathways shall be provided for routing of conduit or piping from the solar- ready zone to the electrical service panel or service hot water system. The main electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and labeled ''FOR FUTURE SOLAR ELECTRIC''. The reserved space shall be positioned at the end of the panel that is opposite from panel supply conductor connection. A permanent certificate, indicating the solar- ready zone and other requirements, shall be posted near the electric distribution panel, water heater, or other conspicuous location. 4 2 3 1 PROJECT : REVISION/DATE : VIEW 1 23-273 02-09-2024 A-1.2 BUILDING 7 PROJECT : REVISION/DATE : VIEW 2 23-273 02-09-2024 A-1.3 BUILDING 7 PROJECT : REVISION/DATE : VIEW 3 23-273 02-09-2024 A-1.4 BUILDING 7 PROJECT : REVISION/DATE : VIEW 4 23-273 02-09-2024 A-1.5 BUILDING 7 FL SL CJ 4545 6060 9090 120120 150150 180180 AL A: FLOOR TO DECK B: FLOOR TO GWB CEILING C: AS INDICATED WALL HEIGHT: A) ALL WALL DIMENSIONS FROM INSIDE WOOD STUD FACE TO INSIDE WOOD STUD FACE. B) WALL DIMENSIONS FROM INSIDE WOOD STUD FACE TO CORRIDOR CENTERLINE. NOTES: ± 100' 0'' = 317.00' (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 INDICATES 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 CC RE T U R N SU P P L Y EQ EQ EQ EQ EQ EQ EQ EQ 23' - 4 5/8" EQ EQ EQ 16 ' - 4 " 16 ' - 4 " EQ EQ EQ 9' - 2 1 / 2 " 7' - 1 1 / 2 " 23' - 4 5/8" A470 2 GALVANISED 4'' X 4'' HSS (SEE STRUCTURE) TYP. CONTINUOUS GALVANISED 4'' C CHANNEL (SEE STRUCTURE) TYP. 10 11 12 3 A470 TYP. 4' - 9"7' - 9 5/8" 143' - 0" TOP OF ROOF DECK (LP) 145' - 9" TOP OF PARAPET 146' - 9" TOP OF PARAPET 2 23' - 4 5/8" EQ EQ EQ EQ EQ 2' - 0"2' - 0"EQ EQ 1' - 6 " 4' - 6 " EQ EQ 1' - 2 " 1' - 2 " 101112 3 A470 TYP. TOP OF COLUMN 1' - 1 " TY P . 1' - 0 " 1' - 1 " GALVANISED 2'' C CHANNEL TYP. PAINTED CONTINUOUS GALVANISED 2'' X 4'' HSS COLUMN (SEE STRUCTURE) TYP. 75.30 75.31 75.30 75.30 8" 1'' THERMAL BREAK TOP OF COLUMN METAL PANEL DATE / PROJECT NUMBER ARCH D SIZE KEY PLAN © ARTESA ARCHITECTS & DESIGNERS DRAWING TITLE DRAWN BY / VERIFIED BY SCEAU ADDRESS PROJECT'S NAME CLIENT GENERAL NOTES N SCALE / SHEET GARDEN STREET T 450-441-1133 www.artesaconcept.com AS INDICATED BLDG B7 A470 ROOF SCREEN BUILDING 7 GARDEN STREET, SOUTH BURLINGTON, VT 23-27302-05-2024 J.B.E.J. SNYDER- BRAVERMAN DEVELOPMENT LLC A4701/4" = 1'-0" 1 ROOF SCREEN PLAN A4701/4" = 1'-0" 2 ROOF SCREEN ELEVATION A470 4 ROOF SCREEN 3D A4701 1/2" = 1'-0" 3 ROOF SCREEN SECTION DETAIL NO.DATE DESCRIPTION BY A 02-09-2024 ISSUED FOR PERMIT IP X W-3 EXT. INT. 1" 3 5 / 8 ' ' X W-1 EXT. INT. 1" 8 3 / 8 " PROJECT : REVISION/DATE : 3" = 1'-0" WINDOW JAMB 22-374 11-14-2022 A21 CATAMOUNT RUN RESIDENCE - BUILDING B2 A213" = 1'-0" 1 WINDOW JAMB - HARDIE PANEL A213" = 1'-0" 2 WINDOW JAMB - BRICK BLOCK A A00 30+00 D 314 31 5 +312. 5 7 307 310 310 309 313 314 308 313 31 2 31 1 314 30 6 310 313 312 315 3 1 5 312 313 314 307 3 1 6 315 316 3 0 5 308 307 309 3 1 2 305 30 5 306 304 314 314 D D D D 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 312 3 1 2 308 309.5 306 306 304 306 306 31 3 308 3 1 1 311 3 1 3 313 31 1 3 1 2 3 1 2 308 3 0 6 310 313 306 309.5 308 308 312 309.5 310 309.5 3 1 3 312 310 314 313 3 1 4 3 1 3 314 311 30 9 309 313 309 307 3 1 3 3 1 4 3 1 5 314 305 M A R K E T S T R E E T EL E C ELEC 5' C O N C R E T E S I D E W A L K I N F I L T R A T I O N S Y S T E M F O R R O O F T O P R U N O F F 303 MARKET STREET EXISTING MULTI-FAMILY BUILDING E L E C E L E C E X I S T I N G P A V E D P A T H E X I S T . P A V E D P A T H E X I S T I N G C O N C R E T E S I D E W A L K EXIST I N G P A V E D P A T H EXIST I N G C O N C R E T E S I D E W A L K NEW P A V E D P A T H NEW C O N C R E T E S I D E W A L K GARD E N S T R E E T FUTUR E C O N C R E T E S I D E W A L K FUTU R E C O N C R E T E S I D E W A L K CONC R E T E S I D E W A L K GRAVEL WETLAND 1 55' ACCESS AND UTILITY EASEMENT FOR THE BENEFIT OF LOTS M1, M3 & M4 C O N C R E T E S I D E W A L K ELEC NEW 5' WIDE CONCRETE SIDEWALK EXISTING GARDEN BEDS PAVE M E N T EXI S T I N G 5' WIDE C O N C R E T E S I D E W A L K 5' WIDE C O N C R E T E S I D E W A L K R A M P P R O P O S E D P A V E M E N T EXISTING LINE STRIPING TO BE REMOVED TYP. NEW CROSSWALK PAVEMENT MARKING NEW CROSSWALK & STOP BAR PAVEMENT MARKINGS 9' 9'9' 22' 18' 24' 55' LOT M1 LOT M3 LOT M5 LOT M5 PROPOSED MULTI-FAMILY BUILDING 200 GARDEN STREET EX I S T I N G TR A S H / R E C Y L C I N G ST R U C T U R E LOT M4 5' W I D E C O N C R E T E S I D E W A L K OPEN SPACE LOT L 50' CLASS 2 W E T L A N D B U F F E R CLASS 2 WETLAND BUFFER NE W M O U N T A B L E CO N C R E T E C U R B MOUNTABLE CONCRETE CURB EX I S T I N G C O N C R E T E C U R B STABILIZED TURF FIRELANE (SEE SHEET 7) REMOVE & REPLACE EXIST. CURB AS NEEDED FOR NEW MOUNTABLE CURB AND SIDEWALK RAMP SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION WITHIN THE ROW 5' WIDE CONC. SIDEWALK 5' WIDE CONC. SIDEWALK TYP. NEW CAST IRON DETECTABLE WARNING SURFACE REMOVE & REPLACE EXIST. CURB AS NEEDED FOR NEW SIDEWALK RAMPS 20 0 20 40 80 1" = 20 FEET LEGEND PROJECT BOUNDARY 310 ABUTTING PROPERTY LINE SIDELINE OF EASEMENT EXISTING CONTOUR EXISTING TREELINE PROPOSED TREELINE EDGE OF WETLAND EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING ELEC / TELECOM CONDUIT BANK EXISTING STORM PIPE AND CATCHBASIN PROPOSED STORM PIPE AND CATCHBASIN PROPOSED WATERLINE PROPOSED STORM FORCEMAIN W S E/T PROPOSED CONTOUR312 PROPOSED SPOT GRADE312.40+ EXISTING SPOT GRADE(312.40+) W FM PROPOSED EXTERIOR LIGHTING CONDUITL THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN SITE PLAN 1 PROJECT DATA: ZONING DISTRICT: FORM BASED CODE TRANSECT ZONE T4 LOT DATA:LOT M4 = 0.77 ACRE PROPOSED BUILDING BASEMENT - PARKING GARAGE FLOORS 1-4 - RESIDENTIAL UNITS (TOTAL OF 46 UNITS PROPOSED) BUILDING STANDARDS: REQUIRED: PRIMARY BUILDING FACADE / PRIMARY STREET 70% MINIMUM FRONTAGE BUILDOUT 75% MIN. IN PRIMARY BUILD TO ZONE (0'-12') 25% MAX. IN SECONDARY BUILD TO ZONE (0'-24') PROPOSED: PRIMARY BUILDING FACADE / PRIMARY STREET FRONTAGE BUILD OUT = 77.7% (186.6' BUILT / 240.2' FRONTAGE) BUILD OUT IN PRIMARY BUILD TO ZONE = 90% (168.0'/186.6' OF BUILDING IN PRIMARY BUILD TO ZONE) LOCATION MAP NOT TO SCALE WILLI S T O N R O A D MI D A S R 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 MA R Y S T R E E T DO R S E T S T R E E T WHITE S T SITE MARCOTTE CENTRAL SCHOOL SHEET INDEX 1 SITE PLAN 2 EXISTING CONDITIONS PLAN 3 GRADING & UTILITY PLAN 4 GRADING PLAN 5 LIGHTING PLAN 6 EPSC PLAN 7 DETAILS - SITEWORK 8 DETAILS - EPSC & STORM 9 DETAILS - WATER 10 DETAILS - WATER APPLICANT THE SNYDER-BRAVERMAN DEVELOPMENT COMPANY, LLC 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VT 05482 LANDOWNER SOUTH BURLINGTON CITY CENTER, LLC P.O. BOX 2204 SOUTH BURLINGTON, VT 05407 NOTES: 1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOT M4 AND THE ASSOCIATED BUILDING AND SITE IMPROVEMENTS. SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATION WITHIN THE RIGHT OF WAY. 2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEET PL-1, LAST REVISED 10-19-21, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC., RECORDED IN SLIDE 646.3 OF THE SOUTH BURLINGTON LAND RECORDS FOR BOUNDARY INFORMATION. 3.LOTS M4, M5, & M6 ARE SUBJECT TO RECIPROCAL EASEMENTS FOR SHARED ACCESS OVER THE CONSTRUCTED PARKING LOT AISLES AND DRIVES, CONNECTING TO BOTH GARDEN STREET AND MARKET STREET. 4.ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION, HENCEFORTH CWD SPECIFICATIONS. THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. GARDEN STREET PARKING STANDARDS (T-4) FORM BASED CODE REQUIREMENTS: VEHICLE PARKING MAXIMUM 2 SPACES PER RESIDENTIAL UNIT FOR 46 UNITS, MAXIMUM 92 PARKING SPACES PROPOSED PARKING 29 GARAGE SPACES 39 SURFACE SPACES 68 TOTAL PARKING SPACES (1.5 SPACES PER UNIT) BIKE PARKING SHORT TERM BIKE PARKING 1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS 4.6 SHORT TERM SPACES REQUIRED 6 SHORT TERM SPACES PROVIDED (3 INVERTED U RACKS) LONG TERM BIKE PARKING 1 LONG TERM SPACE PER 1 DWELLING UNIT 46 LONG TERM SPACES REQUIRED 46 LONG TERM SPACES PROVIDED (IN PARKING GARAGE) 06-18-24 LABEL WETLAND & BUFFER ON LOT ABR CLASS 2 WETLAND 06-27-24 REV PARKING FOR EMER VEHICLE CONNECT AT WEST END LOT ABR SIGN & PAVEMENT MARKING NOTES: 1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET RIGHT OF WAY SHALL BE DURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708) 2.TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT. 3.ALL SIGNS SHALL BE INSTALLED ON 2" SQUARE STEEL POSTS WITH ANCHORS. 4.ALL SIGNS SHALL BE INSTALLED WITH MINIMUM 7 FEET CLEARANCE BETWEEN THE BOTTOM OF THE SIGN AND FINISH GRADE. 5.EXCEPT WHERE SHOWN OTHERWISE ON THIS SHEET, WHERE EXISTING PAVEMENT MARKINGS CONFLICT, THEY SHALL BE REMOVED BY GRINDING IN ACCORDANCE WITH VTRANS SPECIFICATION 646.12. SIGN LEGEND A 'NO PARKING' R8-3 SIGN 18" X 18" SIGN R8-3 NO PARKING SIGNA P B DO NOT ENTER & AUTHORIZED VEHICLES ONLY (SINGLE POST) B DO NOT ENTER R5-1 30" X 30" R5-11 30" X 24"VEHICLESAUTHORIZED ONLY OPEN SPACE REQUIREMENTS (T-4) RESIDENTIAL, 20 UNITS OR MORE ·REQUIRED 60 SF PER UNIT 60 SF X 46 UNITS = 2,760 SF REQUIRED) ·OPEN SPACE MUST BE LOCATED ONSITE, MINIMUM 50% ACCESSIBLE TO ALL RESIDENTS ·NO PUBLIC REALM REQUIREMENTS PROPOSED OPEN SPACE: -1,515 SF (55% OF MINIMUM REQ'D) - PARKLET -1,380 SF (50% OF MINIMUM REQ'D) - ENHANCED STORMWATER TREATMENT AREA (LARGE DEVELOPMENT AREA OPEN SPACE / CITY STORMWATER PARK) IMPERVIOUS SURFACE TOTAL IMPERVIOUS SURFACE ON LOT M4 = 0.60 ACRE DO NOT ENTER & AUTHORIZED VEHICLES ONLY A A A B B PROPOSED SIGN C R7-8 (MODIFIED) SIGN WITH R7-8A (SEE DETAIL SHEET 7) C 07-29-24 ADD SW CONNECT TO TRASH BLDG ABR A 08-13-24 DELETE PARKING SPACE FOR TURNAROUND, ADD CWD NOTE ABR 30+00 D +312. 5 7 W W W S S S 3 0 5 308 307 309 3 1 2 305 30 5 306 S S S S S S W G G G G 304 314 314 W G E E E T T T T T T G G W S S S S S S W WW W W W S S S W W D S S S S D D D E T E T E T L L L L L L L L L L L L L G G G G G G G G G G G G G G G W RD R D R D R D RD G T W W E T ET E E T T E T E T E T E T E T E T E E E T FM G G W L L S W W W W W L LL L L L L L L L L 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 312 3 1 2 308 309.5 306 306 304 306 306 31 3 308 3 1 1 311 3 1 3 313 31 1 3 1 2 3 1 2 308 3 0 6 310 313 306 309.5 308 308 312 309.5 310 309.5 3 1 3 312 310 314 313 3 1 4 3 1 3 314 311 30 9 309 313 309 307 3 1 3 3 1 4 3 1 5 314 305 M A R K E T EL E C ELEC 5' C O N C R E T E S I D E W A L K I N F I L T R A T I O N S Y S T E M F O R R O O F T O P R U N O F F 303 MARKET STREET EXISTING MULTI-FAMILY BUILDING E L E C E L E C E X I S T I N G P A V E D P A T H E X I S T . P A V E D P A T H E X I S T I N G C O N C R E T E S I D E W A L K EXIST I N G P A V E D P A T H EXIST I N G C O N C R E T E S I D E W A L K GARD E N S T R E E T CONC R E T E S I D E W A L K GRAVEL WETLAND 1 S T R E E T 55' ACCESS AND UTILITY EASEMENT FOR THE BENEFIT OF LOTS M1, M3 & M4 C O N C R E T E S I D E W A L K ELEC EXISTING GARDEN BEDS PAVE M E N T EXI S T I N G EXISTING LINE STRIPING TO BE REMOVED PRIOR TO OCCUPANCY OF BUILDING 55' LOT M1 LOT M3 LOT M5 LOT M5 EX I S T I N G TR A S H / R E C Y L C I N G ST R U C T U R E LOT M4 E X I S T I N G P A V E M E N T E X I S T I N G P A V E M E N T T E M P O R A R Y P A V E D P A T H 20 0 20 40 80 1" = 20 FEET LEGEND PROJECT BOUNDARY 310 ABUTTING PROPERTY LINE SIDELINE OF EASEMENT EXISTING CONTOUR EXISTING TREELINE PROPOSED TREELINE EDGE OF WETLAND EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING ELEC / TELECOM CONDUIT BANK EXISTING STORM PIPE AND CATCHBASIN W S E/T EXISTING SPOT GRADE(312.40+) THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN EXISTING CONDITIONS PLAN 2 NOTES: 1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE OVERALL EXISTING LAYOUT OF LOTS M4, M5 AND A PORTION OF LOT M1. SITEWORK IS ONGOING ON LOT M1 AND ON THE NORTH SIDE OF GARDEN STREET. 2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEET PL-1, LAST REVISED 10-19-21, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC., RECORDED IN SLIDE 646.3 OF THE SOUTH BURLINGTON LAND RECORDS FOR BOUNDARY INFORMATION. 07-29-24 ADD EXIST. PLANTINGS AT TRASH STRUCTURE, PAVE MARKINGS ABR 30+00 E T UD UD G D 314 3 1 5 L L E T E T T +312 . 5 7 W W F M 307 310 310 309 313 314 308 313 31 2 31 1 314 30 6 310 313 312 315 3 1 5 312 313 314 307L L L L L L L L L L L L L UD UD 3 1 6 315 316 W W L EV EV EV EV EV EV EV W W W W S S S 308 307 309 3 1 2 305 30 5 304 304 306 S S S S S S S W G G G G 304 314 314 W G E E E E E E T T T T T T T G G W S S S S S S W WW W W W S S W W D UD UD UD UD UD UD UD UD UD UD S S S S D D D E T E T E T L L L L L L L L L L L L L G G G G G G G G G G G G G G W RD R D R D R D RD G T W W E T ET E E T T E T E T E T E T E T E T E E E T U D UDUD UD FM G G G G W L L S W W W W W L LL L L L L L L L L 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 312 3 1 2 308 309.5 306 306 308 304 306 306 306 31 3 308 3 1 1 311 3 1 3 313 311 31 2 31 2 308 3 0 6 310 313 306 309.5 308 308 312 309.5 310 309.5 3 1 3 312 310 314 313 3 1 4 3 1 3 314 311 30 9 309 313 309 307 31 3 3 1 4 3 1 5 314 305 M A R K E T EL E C ELEC STMH48 EX I S T . 1 2 " P E EX I S T . 1 5 " P E EXIST. 1 2 " P E EX I S T . S I D E W A L K EXIST. 12" PE STUB TO BE CUT BACK WITH TRANSITION TO SCH40 PVC THROUGH NEW FOUNDATION WALL EXIST . 1 5 " P E (1) 6" SCH40 PVC (ELEC) (2) 4" SCH PVC (TELECOM/CTV) EXISTING BUILDING FFE = 315.0 GARAGE = 304.0 CB1 CB2 CB3 CB5 E L E C E L E C P A V E D P A T H E X I S T . P A V E D P A T H C O N C R E T E S I D E W A L K PAVE D P A T H SIDEW A L K CONC R E T E 10' WID E P A V E D P A T H 6' WIDE C O N C R E T E S I D E W A L K GARD E N S T R E E T CONCR E T E S I D E W A L K CONC R E T E S I D E W A L K EXIST . S I D E W A L K 8' CB34 6" DI W A T E R 8" PVC 12" PE GRAVEL WETLAND 1 S T R E E T C O N C R E T E S I D E W A L K ELEC EX I S T . 1 5 " P E 5' WIDE 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 M E N T R A M P EXIST. HYD NEW 5' WIDE CONCRETE SIDEWALK TYP. CAST IRON DETECTABLE WARNING SURFACE NEW CONCRETE CURB E X I S T I N G P A V E M E N T TR A S H / R E C Y C L I N G ST R U C T U R E SEE MECHANICAL PLANS FOR ELECTRIC AND TELECOM CONDUIT REQUIREMENTS GAS SERVICE AND METER FIRE DEPARTMENT CONNECTION 6" CL52 DI WATER (FIRE PROTECTION) 2" CL200 PE PIPE FROM CURBSTOP TO BUILDING 2" CL20 0 P E EX I S T . 8 " D I CUT BACK EXIST. 8" WATER SERVICE STUB TO EDGE ROW, INSTALL END CAP & THRUSTBLOCK CUT BACK EXIST. 8" SDR35 PVC SEWER AND TRANSITION TO 8" SCH40 PVC THROUGH FOUNDATION. DESIGN INV = 305.6 EXISTING 8" SDR35 PVC ROOF DRAIN TO BE RELOCATED TO AVOID NEW CONCRETE BASES FOR PILLARS E X . 1 5 " P E CORE EX. CB & INSTALL (2) 3" SCH 40 PVC WITH WATERTIGHT BOOTS ( 2 ) 3 " S C H 4 0 P V C EXISTING BUILDING UNDER CONSTRUCTION WETLA N D B U F F E R 50' CUT AND CAP EXISTING CONDUIT AT EDGE OF STREET ROW CUT AND CAP EXISTING CONDUIT 6" DI CUT BACK EXIST. SEWER SERVICE STUB TO EDGE ROW AND INSTALL WATER TIGHT END CAP SEE SHEET 10 FOR ADDITIONAL WATER SERVICE NOTES RELOCATE EXIST. LIGHT POLE NEW 5' WIDE CONCRETE SIDEWALK TYP. 3" SCH40 PVC CONDUIT & HANDHOLE FOR FUTURE EV CHARGING STATION TYP. 3" SCH40 PVC CONDUIT & HANDHOLE FOR FUTURE EV CHARGING STATION 20 EXISTING INFILTRATION SYSTEM FOR ROOFTOP RUNOFF 0 20 40 80 1" = 20 FEET NOTES: 1.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITH THE DEVELOPER AND ARCHITECTURAL PLANS. 2.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IF THE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BY OTHERS. SEE PLANS BY OTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION. 3.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ELEVATION OF THE COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION. STORM STRUCTURE DATA EXIST. STMH48 (DESIGN) RIM = 314.00 (3) 12" IN = 310.40 15" OUT = 310.35 EXIST. CB5 RIM = 310.00 NEW (2) 3" FM IN = 307.25 8" OUT = 307.15 NEW PS RIM = 305.67 (2) 6" UD IN = 301.67 (2) 3" FM OUT TO CB5 LEGEND PROJECT BOUNDARY 310 ABUTTING PROPERTY LINE SIDELINE OF EASEMENT EXISTING CONTOUR EXISTING TREELINE PROPOSED TREELINE EDGE OF WETLAND EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING ELEC / TELECOM CONDUIT BANK EXISTING STORM PIPE AND CATCHBASIN PROPOSED STORM PIPE AND CATCHBASIN PROPOSED WATERLINE PROPOSED STORM FORCEMAIN W S E/T PROPOSED CONTOUR312 PROPOSED SPOT GRADE312.40+ EXISTING SPOT GRADE(312.40+) W FM PROPOSED EXTERIOR LIGHTING CONDUITL ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION, HENCEFORTH CWD SPECIFICATIONS. THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN UTILITY PLAN 3 07-15-24 REVISE WATER SERVICE, EMERGENCY ACCESS CONNECTION ABR 07-29-24 ADD SIDEWALK CONNECTION TO TRASH STRUCTURE ABR 08-13-24 REV CWD NOTE, DELETE SPACE, ADD EV CONDUIT ABR 30+00 UD UD D + (312 . 2 5 ) 314 3 1 5 +312 . 5 7 R R R R 315. 3 2 + + (308.2) 314. 9 5 + 314 . 6 5 + + ( 3 0 9 . 8 9 ) + ( 3 1 0 . 3 3 ) + ( 3 1 0 . 8 8 ) (3 1 0 . 7 3 ) + ( 3 1 2 . 0 1 ) + + (3 1 2 . 6 1 ) 314.60 + 316.86++ +3 1 4 . 5 3 313.83 + + 3 1 3 . 5 0 305. 6 7 + 306. 7 5 + 307 310 310 309 + TO W = 30 8 . 0 TOW= + 309.5 313 314TOW= + 313.5 + TOW = 31 2 . 7 5 308+313.2 5 313 31 2 31 1 314 (3 1 1 . 0 0 ) + ( 3 1 0 . 1 3 ) + + (3 1 1 . 7 4 ) 3 1 2 . 9 5 + 3 1 3 . 3 0 + + 3 1 2 . 6 0 + 3 1 2 . 9 5 30 6 310 313.5 5 + 313 312 3 1 4 . 6 + 3 1 5 . 2 + 315 3 1 5 315. 2 5 + 312 313 314 307 + 3 1 1 UD UD 314.3 5 +3 1 4 . 5 0 + 3 1 6 315 316 313.75 + 3 1 3 . 5 0 + 3 1 3 . 7 5 + 314.0 0 + W W 315. 5 + 3 0 5 308 307 309 3 1 2 305 30 5 304 304 306 304 314 314 D D D D 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 312 3 1 2 308 309.5 306 306 308 304 306 306 306 31 3 308 3 1 1 311 3 1 3 313 311 31 2 31 2 308 3 0 6 310 313 306 309.5 308 308 312 309.5 310 309.5 3 1 3 312 310 314 313 3 1 4 3 1 3 314 311 30 9 309 313 309 307 31 3 3 1 4 3 1 5 314 305 M A R K E T EL E C ELEC CB42 5' C O N C R E T E S I D E W A L K I N F I L T R A T I O N S Y S T E M F O R R O O F T O P R U N O F F 303 MARKET STREET EXISTING MULTI-FAMILY BUILDING E L E C E L E C E X I S T I N G P A V E D P A T H E X I S T . P A V E D P A T H E X I S T I N G C O N C R E T E S I D E W A L K EXIST I N G P A V E D P A T H EXIST I N G C O N C R E T E S I D E W A L K NEW P A V E D P A T H NEW C O N C R E T E S I D E W A L K GARD E N S T R E E T FUTURE C O N C R E T E S I D E W A L K FUTU R E C O N C R E T E S I D E W A L K CONC R E T E S I D E W A L K GRAVEL WETLAND 1 S T R E E T C O N C R E T E S I D E W A L K ELEC GARDEN BEDS PAVE M E N T EXI S T I N G R A M P P R O P O S E D P A V E M E N T PROPOSED BUILDING FFE = 317.0 GARAGE = 306.0 A B C D E F G STABILIZED TURF FIRELANE NEW 5' WIDE CONCRETE SIDEWALK 20 0 20 40 80 1" = 20 FEET NOTES: 1.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH THE OWNER. UNLESS STEPS ARE PROPOSED, THE MAXIMUM SLOPE ON ANY SIDEWALK SHALL BE LESS THAN 5%. THE MAXIMUM SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12. 2.CAST IRON DETECTABLE WARNING STRIPS 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 DEVELOPER 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 DEVELOPER. 6.ALL PIPE SLOPES ARE IN FEET / FEET. BUILDING ENTRY DATA KEY # STEPS RISER HEIGHT STEP INTO BLDG A 3 STEPS 5"YES (4" STEP) B 3 STEPS 6"YES (4" STEP) C 3 STEPS 6.5"YES (4" STEP) D 3 STEPS 7"YES (4" STEP) E 4 STEPS 5.5"YES (4" STEP) F 4 STEPS 6"NO G 6 STEPS 6"YES (4" STEP) NOTES: 1. THE NUMBER OF STEPS AND RISER HEIGHT DOES NOT INCLUDE THE STEP INTO BUILDING, WHERE APPLICABLE. 2. THE NUMBER OF STEPS AND RISER HEIGHT TO BE CONFIRMED WITH THE ACTUAL SIDEWALK ELEVATION ALONG GARDEN ST PRIOR TO CONSTRUCTION. LEGEND PROJECT BOUNDARY 310 ABUTTING PROPERTY LINE SIDELINE OF EASEMENT EXISTING CONTOUR EXISTING TREELINE PROPOSED TREELINE EDGE OF WETLAND EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING ELEC / TELECOM CONDUIT BANK EXISTING STORM PIPE AND CATCHBASIN PROPOSED STORM PIPE AND CATCHBASIN PROPOSED WATERLINE PROPOSED STORM FORCEMAIN W S E/T PROPOSED CONTOUR312 PROPOSED SPOT GRADE312.40+ EXISTING SPOT GRADE(312.40+) W FM PROPOSED EXTERIOR LIGHTING CONDUITL THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN GRADING PLAN 4 ABR06-27-24 ADD STABILIZED TURF FIRELANE ABR07-29-24 ADD SIDEWALK TO TRASH STRUCTURE E T UD UD D 314 3 1 5 E T E T T W W 307 310 310 309 313 314 308 313 31 2 31 1 314 30 6 310 313 312 315 3 1 5 312 313 314 307L L L L L L L L L L L L L UD UD 3 1 6 315 316 L 305 30 5 304 304 306 304 314 314 D D D D E T E T E T L L L L L L L L L L L L L T E T E E T T E T E E T E T E T E E E L L L L L L L L L L 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 3 1 2 308 309.5 306 306 308 304 306 306 306 308 3 1 1 311 3 1 3 311 31 2 308 3 0 6 310 313 306 309.5 308 308 309.5 309.5 3 1 3 312 310 311 30 9 309 309 307 31 3 3 1 4 3 1 5 314 305 EL E C ELEC EX I S T . S I D E W A L K E L E C E L E C PAVE D P A T H CONC R E T E S I D E W A L K GARD E N S T R E E T CONCR E T E S I D E W A L K CONC R E T E S I D E W A L K EXIST . S I D E W A L K GRAVEL WETLAND 1 ELEC E X I S T I N G P A V E M E N T TR A S H / R E C Y C L I N G ST R U C T U R E EXISTING BUILDING UNDER CONSTRUCTION PROPOSED BUILDING EXISTING BUILDING 20 0 20 40 80 1" = 20 FEET THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN LIGHTING PLAN 5 LIGHTING SPECIFICATIONS LEGEND DESCRIPTION MOUNT HEIGHT DISTRIBUTION TYPE COLOR TEMP RAB BLED18N 18W 42" BOLLARD 180 DEGREE 4000K RAB ALED5S150N 24 FEET POLE TYPE V 4000K RAB WPLED13N 9' WALL TYPE III 4000K LITHONIA 4BEMW 11' CANOPY RECESSED CUTOFF 4000K NOTES: COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNER POWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDING(S) LIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN CONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN 5 W B 5 5 B B B B B B B B W W W W W W W W 06-27-24 ABRADD STABILIZED TURF FIRELANE 07-29-24 ABRADD SIDEWALK TO TRASH STRUCTURE E T UD UD G D 314 3 1 5 E T E T T W W F M 307 310 310 309 313 314 308 313 31 2 31 1 314 30 6 310 313 312 315 3 1 5 312 313 314 307 UD UD 3 1 6 315 316 W W 305 30 5 304 304 306 304 314 314 W S S S S S S W WW W W W S S WDS S S S D D D E T E T E T L L L L L L L L L L L L L G G G G G G G G G G G G G RD RD G T W W E T E E T T E T E E T E T E T E E E FM W L W W W W W L L L L L L L L L 312 3 1 0 310 3 0 6 3 1 2 3 1 2 312 3 1 2 308 309.5 306 306 308 304 306 306 306 308 3 1 1 311 3 1 3 311 31 2 308 3 0 6 310 313 306 309.5 308 308 309.5 309.5 3 1 3 312 310 311 30 9 309 309 307 31 3 3 1 4 3 1 5 314 305 EL E C ELEC EX I S T . S I D E W A L K E L E C E L E C PAVE D P A T H CONC R E T E S I D E W A L K GARD E N S T R E E T FUTUR E C O N C R E T E S I D E W A L K CONC R E T E S I D E W A L K EXIST . S I D E W A L K GRAVEL WETLAND 1 ELEC E X I S T I N G P A V E M E N T TR A S H / R E C Y C L I N G ST R U C T U R E EXISTING BUILDING UNDER CONSTRUCTION PROPOSED BUILDING EXISTING BUILDING R O O F T O P I N F I L T R A T I O N S Y S T E M RAISED GARDEN BEDS GRAVEL WETLAND 1 T E M P O R A R Y P A V E D W A L K L O D LO D LO D STABILIZED CONSTRUCTION EXIT (LOCATION MAY VARY). REMOVE & REPLACE CLEAN STONE AS REQUIRED TO PREVENT TRACKING. INSTALL EROSION MATTING OR SOD ON SLOPES >3:1 LOD LOD LOD LOD MAINTAIN EXISTING STRIPED PAVEMENT WALKWAY BETWEEN 303 MARKET ST AND RAISED GARDEN BEDS DURING CONSTRUCTION EXIST. PAVEMENT SHALL BE SWEPT DAILY AS NEEDED TO REMOVE SEDIMENT EXISTING PAVEMENT SHALL BE SWEPT DAILY AS NEEDED TO REMOVE SEDIMENT EXISTING PAVEMENT SHALL BE SWEPT DAILY AS NEEDED TO REMOVE SEDIMENT CHAIN LINK FENCE TO MARK THE LIMIT OF DISTURBANCE ADJACENT TO A PEDESTRIAN ROUTE CHAIN LINK FENCE TO MARK THE LIMIT OF DISTURBANCE ADJACENT TO A PEDESTRIAN ROUTE 20 0 20 40 80 1" = 20 FEET THE CONTRACTOR SHALL NOTIFY AND OBTAIN A TICKET FROM "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN EROSION PREVENTION & SEDIMENT CONTROL PLAN 6 SILT FENCE OR EROSION LOG (12" DIA) STABILIZED CONSTRUCTION EXIT EROSION MATTING LIMITS OF DISTURBANCE EROSION PREVENTION & SEDIMENT CONTROL PERMIT REQUIREMENTS PRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL OBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT 3-9020 WHICH REGULATES STORMWATER RUNOFF FROM CONSTRUCTION SITES. THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTS TO WATER QUALITY, BASED UPON THE FOLLOWING: - A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBED EARTH IS TEMPORARILY OR PERMANENTLY STABILIZED. - A MAXIMUM OF 5 ACRES OF DISTURBANCE AT ANY TIME THESE CRITERIA FORM THE BASIS FOR THE LOW RISK DETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRE THAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IF THE POTENTIAL RISK TO WATER QUALITY, AND THE RELATED PERMITTING REQUIREMENTS, HAVE CHANGED. THE CONTRACTOR SHALL REFER TO THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT A MINIMUM, THESE SHALL INCLUDE: - MARKING THE LIMITS OF DISTURBANCE TO PRESERVE EXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION - LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELY BEING WORKED - MULCHING DISTURBED AREAS WITHIN 14 DAYS OF INITIAL DISTURBANCE AND WHENEVER SITE WORK ACTIVITY WILL BE SUSPENDED - INSTALLATION OF A STABILIZED CONSTRUCTION EXIT. DURING CONSTRUCTION NO VEHICLES SHALL ENTER OR EXIT THE PROPERTY AT ANY LOCATION OTHER THAN THE GARDEN STREET CURB CUT, WHERE A STABILIZED CONSTRUCTION EXIT SHALL BE LOCATED. CONTAMINATED STONE SHALL BE REMOVED AND REPLACED AS NEEDED TO PREVENT TRACKING OF SEDIMENT. - INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS - INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE DISTURBED AREA AND AROUND SOIL STOCKPILES - PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALL SLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHER DISTURBED AREAS - SWEEPING PAVED AREAS TO REMOVE SEDIMENT. PAVED AREAS SHALL BE SWEPT WITH A MECHANICAL OR VACUUM STREET SWEEPER TO REMOVE SEDIMENT AS NEEDED, OR ANYTIME SEDIMENT IS VISIBLE ON MARKET ST, GARDEN ST, THE EXISTING PAVED DRIVES OR EXISTING PARKING AREAS. - APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S) - ALL EPSC MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS. LOD NOTE: THE LIMITS OF DISTURBANCE SHALL BE MARKED WITH 4" ORANGE POLYESTER BARRIER TAPE, CONSTRUCTION FENCE, CHAIN LINK FENCE OR SNOW FENCE. THE LIMITS OF DISTURBANCE ADJACENT TO A PEDESTRIAN ROUTE SHALL BE MARKED WITH CHAIN LINK FENCE. TEMPORARY STABILIZED WORK / STORAGE AREA EPSC LEGEND TREE PROTECTION ZONETPZ FOUNDATION EXCAVATION DEWATERING SPECIFICATIONS DEWATERING FROM THE FOUNDATION EXCAVATION MAY OCCUR AT ONE OR MULTIPLE LOCATIONS, BASED UPON THE DEWATERING METHODS, SOIL, AND GROUNDWATER CONDITIONS. DEWATERING SHALL BE FROM A STABILIZED SUMP OR DEWATERING PIT. THE DEWATERING PIT SHALL BE ADEQUATELY SIZED TO MINIMIZE SOIL MIGRATION AND SEDIMENT TRANSPORT. THE DISCHARGE LOCATION(S) SHALL BE OUTSIDE THE GARDEN STREET AND MARKET STREET RIGHTS OF WAY, IN A LOCATION OF EXISTING VEGETATION OR STABILIZED SURFACE (CLEAN STONE FILL), HAVING A SLOPE OF LESS THAN 5%. IF THERE ARE MULTIPLE DISCHARGE LOCATIONS, THEY SHALL BE SEPARATED BY AT LEAST 50 FEET. THERE SHALL BE NO DEWATERING DISCHARGE DIRECTLY TO THE EXISTING GRAVEL WETLAND OR TO A NATURAL WETLAND. NO DISCHARGE SHALL BE DIRECTED IN ANY FASHION TO THE ROOFTOP INFILTRATION SYSTEM. IF THE DISCHARGE IS VISIBLY TURBID, A FILTER BAG SHALL BE INSTALLED. IF THE DISCHARGE IS NOT VISIBLY TURBID, A LEVEL 10' X 10' X 8" THICK CLEAN 2" STONE PAD SHALL BE INSTALLED TO PREVENT EROSION AT THE OUTLET. WINTER EPSC PLAN REQUIREMENTS THE CITY OF SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS REQUIRE THAT LAND SHALL NOT BE LEFT EXPOSED BETWEEN OCTOBER 15 AND APRIL 15 (SECTION 16.03.B(2)). TEMPORARY VEGETATION, TEMPORARY STABILIZATION, OR STRUCTURAL MEASURES SHALL BE IN PLACE TO PREVENT EXPOSURE OF SOIL BETWEEN OCTOBER 15 AND APRIL 15. IF CONSTRUCTION ACTIVITIES INVOLVING EARTH DISTURBANCE CONTINUE PAST OCTOBER 15, OR BEGIN BEFORE APRIL 15, THEN THE FOLLOWING PROVISIONS SHALL BE IMPLEMENTED: 1.STABILIZED ACCESS POINTS SHALL BE ENLARGED TO PROVIDE FOR SNOW STOCKPILING WHILE STILL MAINTAINING EFFECTIVE SEDIMENT CONTROL. PACKED SNOW AND ICE MAY NEED TO BE REMOVED AND ADDITIONAL STONE PLACED TO MAINTAIN THE LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION EXITS. 2.BASED UPON THE WINTER ACTIVITIES PROPOSED, THE ON-SITE PLAN COORDINATOR SHALL DEVELOP A SNOW MANAGEMENT PLAN THAT SHALL INCLUDE AT A MINIMUM: A.ADEQUATE SIZE FOR SNOW STORAGE AREAS B.SNOW STORAGE AREAS LOCATED DOWN GRADIENT OF AREAS OF PLANNED DISTURBANCE C.CONTROL OF SNOWMELT RUNOFF D.PROHIBITING STORAGE OF SNOW IN STORMWATER TREATMENT STRUCTURES E.A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUCH AS SILT FENCE) TO ALLOW FOR SNOW CLEARING AND MAINTENANCE 3.IN AREAS OF DISTURBANCE WITHIN 100 FT OF A RECEIVING WATER, THE FOLLOWING MUST BE INSTALLED ACROSS THE SLOPE, DOWN GRADIENT OF THE EARTH DISTURBANCE: A.FILTER SOCKS OR STRAW WATTLES SHALL BE PLACED IN FRONT OF SILT FENCE OR EROSION CONTROL BERMS B.SILT FENCE SHALL BE USED IN CONJUNCTION WITH EROSION CONTROL BERMS C.A SINGLE ROW OF REINFORCED SILT FENCE 4.THE ONSITE PLAN COORDINATOR INSPECTIONS SHALL INCLUDE MAINTENANCE OF DRAINAGE STRUCTURES TO INSURE THAT THEY ARE OPEN AND FREE OF SNOW AND ICE DAMS. 5.SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE SHALL BE INSTALLED AHEAD OF GROUND FREEZING. IF PRACTICES MUST BE INSTALLED OR MAINTAINED AFTER GROUND FREEZING, NO FROZEN MATERIAL SHALL BE USED IN THE CONSTRUCTION OF BERMS OR DIKES, OR INSTALLATION OF SILT FENCE. 6.WHERE MULCH IS USED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT A MINIMUM OF 2 INCHES WITH AN 80-90% COVER. 7.TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBED SOIL MUST BE STABILIZED PRIOR TO ANY RUNOFF PRODUCING EVENTS, WITH THE FOLLOWING EXCEPTION: A.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURING IN A SELF-CONTAINED EXCAVATION (E.G. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES, PROVIDED ANY DEWATERING, IF NECESSARY IS CONDUCTED AS REQUIRED. 8.PRIOR TO STABILIZATION, SNOW OR ICE MUST BE REMOVED TO THE EXTENT PRACTICABLE. 9.WHERE EXTERIOR CONSTRUCTION ON BUILDINGS WILL CONTINUE, OR WHERE VEHICLE OR EQUIPMENT TRAFFIC ASSOCIATED IS EXPECTED, A STABILIZED WORK AREA AROUND THE PERIMETER OF THE STRUCTURE SHALL BE STABILIZED WITH CRUSHED STONE OR GRAVEL. CB INLET PROTECTION (SEE SHEET 8 FOR ADDITIONAL SPECIFICATIONS) ALL EPSC MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS 07-29-24 ADD LOD AT EXIST PAVE, NOTE RE: STRIPED WALK TO GARDENS ABR SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN 7 DETAILS AND SPECIFICATIONS SITEWORK GENERAL CONSTRUCTION SPECIFICATIONS 1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE PLANS. 2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE THE ACTUAL LOCATION OF THE EXISTING SERVICE STUBS AND PRIVATE UTILITIES WITHIN THE LIMITS OF THE PROPOSED WORK. 3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM LIMITED FIELD SURVEYS AND AVAILABLE PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER BROOM AS DUST CONTROL. 6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATE E-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE WHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE FLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THE PAVED PORTION OF THE PUBLIC RIGHT OF WAY. 7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. 8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONT WATER SUPPLY RULES. 9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTED BY THE CONTRACTOR. 10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISE SPECIFIED. 11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 7" 6" 9" 18" NOTES: 12" 2" 1/4" RADIUS 1/2" RADIUS PAVEMENT CLASS B CONCRETE SIDEWALK RAMP DETAILS C B A C B 8.3 % MAXIMUM CURB TRANSITION SECTION C-C 5' MIN. WIDTH SECTION B-B SECTION A-A CONCRETE CURB 8.3 % MAX. RAMP AUXILIARY ROUNDING ( TYPICAL ) 8.3 % MAX. AUXILIARY RAMP CURB SIDEWALK RAMP 1/4" REVEAL E D G E O F P A V E M E N T CONCRETE CURB 24" CAST IRON DETECTABLE WARNING SURFACE LEVEL LANDING SIDEWALK RAMP WITH CAST IRON DETECTABLE WARNING SURFACE SIDEWALK RAMP SIDEWALK RAMP SINGLE RAMP ON TANGENT: SIDEWALK ADJACENT TO CURB. CONCRETE SIDEWALK DETAIL NOTE: ALL DETECTABLE WARNING SURFACES SHALL BE CAST IRON AND SET IN PORTLAND CEMENT CONCRETE. SEE PLANS 1 1 GRADE OF PAVEMENT SLOPE TO MATCH FINISH SEE SITE PLAN FOR GRADING CONCRETE CURB 18" 1 1/2" THICK VTRANS TYPE III WEARING COURSE 2" THICK VTRANS TYPE II BASE COURSE MIRAFI 500X GEOTEXTILE FABRIC OR EQUAL DENSE GRADED CRUSHED STONE (VTRANS SPEC 704.06) SELECT NATIVE SAND DRIVE & PARKING AREA CROSS SECTION NTS WHERE FILL IS REQUIRED, SELECT NATIVE SAND OR APPROVED SAND FILL SHALL BE USED TO REACH THE SUBGRADE ELEVATION. IF ALTERNATE MATERIAL IS USED, THE ENGINEER SHALL BE CONSULTED REGARDING THE NEED FOR UNDERDRAIN NTS MIN. 30" BIKE RACK DETAIL BIKE RACK LOOP SEE LANDSCAPING PLANS FOR BIKE RACK SPECIFICATIONS 22" MIN. SIDE VIEW NOTES: 1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER PRIOR TO ORDERING. 2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.BIKE RACKS SHALL BE SCHEDULE 40 STEEL, POWDER COATED BLACK. SEE PLAN FOR NUMBER OF LOOPS STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE SEE CONCRETE SIDEWALK DETAIL STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE SEE PLAN FOR MOUNTABLE CURB LOCATIONS ROADWAY SURFACE CONCRETE CURB DETAIL 4" 4" FINISH GRADE3" MOUNTABLE CONCRETE CURB 9" 18" PRIOR TO PAVING, THE PORTION OF CURBING TO BE IN CONTACT WITH PAVEMENT SHALL BE COATED WITH EMULSIFIED ASPHALT 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORK. ) 3) ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS THAN 5% AND NOT MORE THAN 7% N.T.S. INDIVIDUAL RESIDENTIAL ENTRY WALKWAY DETAIL TYPICAL BUILDING GROUND FLOOR DWELLING UNIT PROPOSED CONCRETE WALKWAY SIDEWALK ALONG PUBLIC STREET THE EDGE OF THE WALKWAY SHALL ALIGN WITH THE HINGE SIDE OF THE DOOR THE WALKWAY ALIGNMENT SHALL BE OFFSET FROM THE DOOR TO CREATE SPACE AT THE ENTRY STEPS (AS REQ'D) THE WALKWAY SHALL NOT BE CENTERED ON THE DOOR 2' 5' ACCESSIBLE VAN PARKING RESERVED ACCESSIBLE PARKING SPACE DETAIL PARTIAL GARDEN STREET TYPICAL SECTION NTS S=1/3"/FT S=1/3"/FT 16" 1 4 1" BITUMINOUS CONCRETE PAVEMENT - TYPE IV 1-1/2" BITUMINOUS CONCRETE PAVEMENT - TYPE III SUBBASE OF DENSE GRADED CRUSH GRAVEL, FINE GRADED 4" TOPSOIL & SEED 5" THICK CONCRETE SIDEWALK 2' - 6"10' PAVED PATH 6" 6" TOPSOIL & SEED S = 2% CONCRETE CURB 1 1 S = 2% GEOTEXTILE FOR ROADBED SEPARATOR (MIRAFI 500X) 13.5" 6' WIDE SIDEWALK TRAVEL LANE 8' ONSTREET PARKING R. O . W . (SEE PLAN VIEW) NOTE: THIS PARTIAL CROSS SECTION IS INTENDED TO SHOW THE PROPOSED LAYOUT OF THE PAVED PATH AND CONCRETE SIDEWALK ALONG GARDEN STREET. SEE GARDEN STREET DESIGN PLAN FOR FULL CONSTRUCTION DETAILS. SEE ALSO GARDEN STREET DESIGN PLANS FOR PAVEMENT MARKINGS ALONG PAVED PATH. THE CENTERLINE OF THE PAVED PATH SHALL HAVE A BROKEN 4" WIDE YELLOW LINE USING THERMOPLASTIC MARKING (TO BE APPROVED BY DPW) SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN PLAN PROFILE TURF ESTABLISHMENT SPECIFICATIONS 1. 3A. 3B. 5. 4. NORTH AMERICAN GREEN N150 OR APPROVED EQUAL 2. 1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3H:1V OR AS SHOWN ON THE PLANS. 2. PREPARE SOIL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. SOIL SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM BEING APPLIED IN FULL CONTACT WITH THE SOIL SURFACE. 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF MATTING EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL. SECURE MATTING OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" PART ACROSS THE WIDTH OF THE MATTING. 4. ROLL THE MATTING (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING IS AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND APPLICATION. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE MATTING. 5. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON MATTING TYPE. 6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE - WITH THE UPPER MATTING PLACED OVER THE TOP OF THE LOWER MATTING) WITH AN APPROXIMATE 12" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH. SEED AT 5 LBS PER 1,000 SQ. FT.100 HOME RUN PERENNIAL RYEGRASS15 BLADERUNNER TALL FESCUE25 CROSSFIRE IV TALL FESCUE30 % OF MIX GRASS SEED MIX TYPE OF SEED TITANIUM TALL FESCUE25 KENTUCKY BLUEGRASS5 CONCRETE CURB (WHERE APPLICABLE) EXTEND 1" MINIMUM AND 3" MAXIMUM FROM EDGE OF GRATE (TYP) SECURE USING 3-1/2" DIA. PRESSURE DISKS AND 175# PLASTIC TIES FASTENED TO INLET GRATE (TYP) THREE DIMENSIONAL NATURAL FIBER INLET PROTECTION DEVICE (VTRANS INLET PROTECTION DEVICE, TYPE 2) INLET CASTING SECTION GRATE TOP LAYER GRATE BAR BOTTOM LAYER ZIP TIE PRESSURE DISK EROSION MATTING INSTALLATION DETAIL STABILIZED CONSTRUCTION EXIT CATCHBASIN INLET PROTECTIONEROSION LOG SECTION WOOD STAKE, DRIVEN A MINIMUM OF 12" INTO THE SOIL AND SPACED A MAXIMUM OF 4' APART EROSION LOG - SEE PLAN FOR LOCATIONS FLOW NOTES: 1.TIGHTLY ABUT THE ENDS OF THE EROSION LOGS - NO GAPS. 2.INSTALL EROSION LOGS PARALLEL TO CONTOURS AS SHOWN ON THE PLANS. 12" THE EROSION LOG SHALL BE EMBEDDED 2" INTO THE SOIL OR SHALL HAVE 3" OF HAY MULCH PLACED ON THE UPSLOPE TOE THE BOTTOM OF THE EROSION LOG SHALL BE IN CONTINUOUS CONTACT WITH THE UNDERLYING GROUND 8 DETAILS AND SPECIFICATIONS EPSC & STORM DETAILS MAINTAIN POSITIVE DRAINAGE TO INLET GRATENEMA 4X (UL LISTED) JUNCTION BOX STAINLESS STEEL PIPE SUPPORT (TYP.) 12" SUMP MONOLITHIC BASE MINIMUM 2' HIGH 3" SCH 40 PVC FM 6 FT X 6 FT X 6 FT (INSIDE DIMENSIONS) PRECAST REINFORCED 5000 PSI CONCRETE STRUCTURE 1/4" WEEP HOLE SECTION PUMP UNION USE WATERPROOF GROUT TO SECURE FRAME TO CONCRETE COVER HEAVY DUTY CAST IRON FRAME AND COVER MARKED STORM LIFT CHAIN OR CABLE PUMP ON MIN. 6" OF 3/4" CRUSHED STONE 4' (WITH INSULATION) 3" SCH 80 PVC PRECAST CONCRETE BLOCKS OR STAND TO SUPPORT PUMP AND PROVIDE A MINIMUM 18" SUMP FOR SEDIMENT PUMP OFF(157 GALLON DOSE) ALARM ON GATE VALVE 30" PROVIDE HOOK FOR CHAIN 24" HEAVY DUTY CAST IRON FRAME AND GRATE UNDISTURBED EARTH FLOAT HANGER NTS PROVIDE 2" THICK RIGID INSULATION OVER THE TOP AND ALL SIDES OF THE TANK TO A DEPTH OF 4 FEET STORMWATER PUMP STATION O-RING RUBBER GASKET IN ACCORDANCE WITH ASTM C-443 AND ASTM C-361 AT ALL JOINTS OR BUTYL ROPE (TYP.) STORMWATER PUMP STATION SPECIFICATIONS 1.THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP(S), AND THE SPECIFIED DOSE VOLUME. 2.THE PUMP STATION STRUCTURE SHALL BE A WATERTIGHT, STEEL-REINFORCED, 5,000 PSI, PRE-CAST CONCRETE STRUCTURE DESIGNED BY H-20 LOADING. 3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION OF THE STRUCTURE. THE COST OF TEMPORARY SHEETING AND/OR DEWATERING SHALL BE INCIDENTAL TO THE COST OF THE PUMP STATION. 4.THE PUMP STATION SHALL BE CONSTRUCTED TO MINIMIZE THE RISK OF FREEZING OF EFFLUENT IN THE PIPES OR STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCE MAIN TO DRAIN BACK INTO THE STRUCTURE BETWEEN DOSES. 5.ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TO SCHEDULE 40 PVC BEYOND THE EXTERIOR OF THE PUMP STATION. 6.ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT SEALS AROUND THE PIPES. 7.BACKFILL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANK SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR. 8.ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALS SHALL MEET U.L. APPROVAL. CONDUIT SHALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THE ELECTRICAL SOURCE AND THE CONTROL PANEL. 9.AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLUDED WITH THE PUMP STATION: -ALARM, FLOATS, AND DUPLEX PUMP CONTROLS -PUMP RUN TIME METER FOR EACH PUMP -LIGHT AND AUDIBLE ALARMS -MAIN DISCONNECT SWITCH 10.PUMP SPECIFICATIONS HEAD LOSSES - BUILDINGS A1 & A2 3" PVC @ 75 GPM 50' OF FORCE MAIN = 2 FT STATIC LIFT =7.8 FT VALVES AND FITTINGS = 1 FT TOTAL HEAD LOSS =11 FT MIN. DISCHARGE RATE =75 GPM USE TWO (2) DUAL ALTERNATING DEWATERING PUMPS, SINGLE PHASE, 208 VOLTS, CAPABLE OF PASSING 2" SPHERICAL SOLIDS, MINIMUM CAPACITY: 75 GPM @ 11 FT TDH 11.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP. THE CONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION, INCLUDING ALL FLOAT FUNCTIONS, ALARMS, AND INDICATOR LIGHTS. THE PUMPS SHALL BE FIELD-TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS. 6"6" THICK CONCRETE SLAB IN ADDITION TO STANDARD PRECAST STRUCTURE DIMENSIONS NOTE: FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECAST STRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON 6" THICK WALLS AND 8" THICK TOP AND BASE). IF THE ACTUAL WEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER, PRIOR TO FABRICATION. 2" RIM = SEE PLAN 7" PLAN VIEW HEAVY DUTY CAST IRON FRAME AND GRATE TYPICAL HEAVY DUTY CAST IRON FRAME AND COVER OR APPROVED EQUAL NEMA 4X (UL LISTED) JUNCTION BOX PVC CONDUIT(S) TO CONTROL PANEL AND POWER SOURCE (SIZE AS REQUIRED) ALARM LIGHT AND HORN TO BE WALL MOUNTED IN PARKING GARAGE. ALARM TO BE ON SEPARATE CIRCUIT BREAKER FROM PUMP. 6 FT X 6 FT SQUARE (INSIDE DIMENSIONS) PRECAST REINFORCED 5000 PSI CONCRETE STRUCTURE 6' 6' RE T A I N I N G W A L L 2' MIN. 6" U D 12" MIN. STAKES TO BE DRIVEN MIN. 12" INTO GROUND HARDWOOD STAKE FILTER FABRIC 6" FABRIC TO BE KEYED 6" INTO GROUND 6" TOP VIEW OF JOINT JOINING TWO ROLLS OF SILT FENCE NOTES 1) SILT FENCE INSTALLED WITHIN 100 FEET OF A WETLAND, STREAM, OR RECEIVING WATER SHALL BE REINFORCED WITH WOVEN WIRE FENCE (MIN. 14 GAUGE WIRE WITH 6" MAX. MESH SPACINGS) 2) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFER ZONE. 3) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SHALL INSTALL A CONTINUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN. 4) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE MATERIAL. 5) THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT OTHER LOCATIONS AS NEEDED. TEMPORARY SILT FENCE GROUND 36" MIN. HARDWOOD STAKE (MAX. 8' O.C.) 4-FT HIGH MIRAFI 100X FILTER FABRIC OR EQUAL SEE NOTE 1 FOR REINFORCING WHERE SILT FENCE IS LOCATED WITHIN 100 FEET OF A WETLAND, STREAM, OR RECEIVING WATER 3" SCH 40 PVC FM 6" UD 3" SCH 40 PVC FM COCONUT FIBER INLET PROTECTION SILT SACK INLET PROTECTION NOTES: 1.SILT SACKS SHALL BE INSTALLED IN CATCHBASINS ON STREETS OR DRIVES THAT ARE OPEN TO PUBLIC TRAFFIC. 2.SILT SACKS SHALL REPLACE COCONUT FIBER INLET PROTECTION WHEN THE ADJACENT PAVED OR GRAVEL SURFACE IS SUBJECT TO PLOWING / WINTER MAINTENANCE. 3.THE SILT SACK SHALL BE EMPTIED WHEN SEDIMENT DEPTH REACHES EXPANSION RESTRAINT 4.SILT SACK PRODUCT SHALL BE MANUFACTURED BY ACF ENVIRONMENTAL, DANDY PRODUCTS, TERRAFIX GEOSYNTHETICS, OR APPROVED EQUAL. NOTES: 1.FIBER INLET PROTECTION MANUFACTURERS SHALL BE BLOCKSOM, INDIAN VALLEY INDUSTRIES, ROLANKA, OR APPROVED EQUAL. 2.COCONUT FIBER INLET PROTECTION SHALL NOT BE INSTALLED ON STREETS OPEN TO PUBLIC TRAFFIC. 3.COCONUT FIBER INLET PROTECTION SHALL BE REPLACED WITH SILT SACKS WHEN THE ADJACENT PAVED OR GRAVEL SURFACE IS SUBJECT TO PLOWING. NOMINAL SILT SACK SIZE = 24" X 24" FLOW FILTER BAG SLOPE 5% MAX. 8" MIN. MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES CONSTRUCTION SPECIFICATIONS 1.TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. 2.PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG. 3.CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. 4.REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE. 5.USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING: GRAB TENSILE 250 LB ASTM D-4632 PUNCTURE 150 LB ASTM D-4833 FLOW RATE 70 GAL/MIN/FT²ASTM D-4491 PERMITTIVITY (SEC-1)1.2 SEC-1 ASTM D-4491 UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355 APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751 SEAM STRENGTH 90%ASTM D-4632 6.REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. ELEVATION STRAP PUMP DISCHARGE HOSE PLAN VIEW FILTER BAG FLOW STRAP 12 IN MIN. FILTER BAG DETAIL NTS 6" U D 07-29-24 REVISE STABILIZED CONSTRUCTION EXIT NOTES ABR SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN 9 DETAILS AND SPECIFICATIONS WATER WATER DISTRIBUTION SPECIFICATIONS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES (LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. BUILDING SLAB BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM PIPING SEAL SLAB PENETRATION WITH WATERSTOP REDUCER (AS REQ'D) CL52 DUCTILE IRON FLANGE & SPIGOT PIECE MECHANICAL JOINT WITH GRIP RING RESTRAINT (TYP.) (2) 3/4" Ø THREADED ROD PIPE RESTRAINTS THRUST BLOCK (SEE DETAIL) MIN. 12" VERTICAL SEPARATION BETWEEN BOTTOM OF FOOTING AND TOP OF WATER PIPE LAST JOINT TO BE NO CLOSER THAN 5' TO FOUNDATION WALL CL52 DI PIPE FINISH GRADE 6' B U R Y D E P T H O R IN S U L A T E P E R T Y P I C A L WA T E R T R E N C H D E T A I L UNDER FOOTING / THROUGH SLAB CL52 DI PIPE 12" <10'BACKFLOW PREVENTION DEVICE DOMESTIC WATER LINE BUILDING SLAB SHUT OFF METER TO BE OBTAINED FROM MUNICIPAL WATER DEPARTMENT. CONFIRM SIZE WITH FINAL MECHANICAL PLANS SEAL SLAB PENETRATION WITH WATERSTOP MIN. 12" VERTICAL SEPARATION BETWEEN BOTTOM OF FOOTING AND TOP OF WATER PIPE FINISH GRADE 6' B U R Y D E P T H O R IN S U L A T E P E R T Y P I C A L WA T E R T R E N C H D E T A I L DOMESTIC WATER SERVICE ENTRANCE DETAIL NTS 12" SEE MECHANICAL PLANS FOR INTERIOR PLUMBING DESIGN, INCLUDING PIPE SUPPORT 2" CTS CL200 POLYETHYLENE FROM CURBSTOP TO BUILDING WATER SERVICE NOTES: 1.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS AND SPECIFICATIONS. 2.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONT PLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. SEAL SLAB PENETRATION WITH WATERSTOP 2" CTS CL200 POLYETHYLENE FROM CURBSTOP TO BUILDING ALTERNATE ENTRY OPTION WITH SERVICE PIPING UNDER FOOTING AND THROUGH SLAB BUILDING SLAB SEAL SLAB PENETRATION WITH WATERSTOP REDUCER (AS REQ'D) FINISH GRADE 6' B U R Y D E P T H O R IN S U L A T E P E R T Y P I C A L WA T E R T R E N C H D E T A I L WATER SERVICE ENTRANCE DETAIL NTS WATER SERVICE NOTES: 1.THE WATER SERVICE SHALL ENTER THROUGH THE FOUNDATION WALL UNLESS THE ELEVATION OF THE EXISTING WATERMAIN IS SUCH THAT THE SERVICE CAN ENTER UNDER THE FOUNDATION FOOTING WITHOUT, OR WITH MINIMAL, VERTICAL BENDS. 2.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS AND SPECIFICATIONS. 3.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONT PLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. THROUGH FOUNDATION WALL BACKFLOW PREVENTION DEVICE SPRINKLER SYSTEM PIPING CL52 DUCTILE IRON FLANGE & SPIGOT PIECE CL52 DI PIPE (2) 3/4" Ø THREADED ROD PIPE RESTRAINTS DI PIPE RESTAINING GLAND ALL LINES AND APPURTENANCES OUTSIDE OF THE CITY ROW SHALL BE CONSIDERED PRIVATE AND SUBJECT TO THE CITY OF SOUTH BURLINGTON WATER ORDINANCE REQUIREMENTS. PC = 4 6 + 7 3 . 7 9 315 E W W 314 S W W S W S S S E T L L L L G G G E SOUTH BURLINGTON CITY CENTER LOT M4 200 GARDEN STREET 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 05-15-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN 10 DETAILS AND SPECIFICATIONS WATER & INSETS ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES (LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND WATER LINE CROSSINGS. 10 0 10 20 1" = 10 FEET BUILDING 7 FIRE PROTECTION AND DOMESTIC WATER SERVICES GARDEN STR E E T THE FIRE DEPARTMENT CONNECTION SHALL BE KEPT CLEAR OF LANDSCAPING OR OTHER OBSTRUCTIONS WITH A 6 FT WIDE CLEAR PATH TO & FROM THE PUBLIC WAY, CENTERED ON THE FDC EXISTING GATE VALVE EXISTING 8" SEW E R M A I N EXISTING 12" DI W A T E R M A I N EX I S T I N G 8 " D I EXISTING ELECTRIC & TELECOM CONDUIT BANK EXIST. HYD 12' EXISTING SEWER SERVICE STUB TO BE CUT BACK TO EDGE OF STREET ROW WITH WATERTIGHT END CAP GAS METER FDC 6" GATE VALVE 2" CURBSTOP & ERIE CURB BOX 2" CTS CL200 POLYETHYLENE FROM CURBSTOP TO BUILDING 2" CORPORATION & TYPE 'K' COPPER TO CURBSTOP (2) 45° BENDS WITH CAST IN PLACE CONCRETE THRUST BLOCKS 6" CL52 DI EXISTING 8" DI WATER SERVICE STUB. CUT BACK EXISTING 8" DI AND INSTALL 8"X6" REDUCER AS SHOWN (2) 45° BENDS WITH CAST IN PLACE CONCRETE THRUST BLOCKS NEW 8"X6" REDUCER NOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT. EX I S T I N G 1 2 " P E EX I S T I N G 1 2 " P E EXISTING 18" PE D R R R R RR RR SOUTH BURL I N G T O N GARDEN STREET S0 7 ° 4 6 ' 2 7 " E L 2 IPF D LOT L 526,082 S IPS 112 GARDEN STREET PROSPECT PLACE LOT N PAVED PARKING AREA EX. SIDEWALK PA V E D P A R K I N G A R E A EXISTING BOX CULVERT TO CORSET ST EXISTING STORM POND 1 EXISTING GRAVEL WETLAND 5 LOT N M A R K E T S T R E E T FUTURE BUILDING 7 303 MARKET ST 113 GARDEN STREET BUILDING 6 267 MARKET STREET BUILDING 4 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 E X I S T I N G C O N C R E T E S I D E W A L K TEMPORARY 6' WIDE PAVED PATH. (10' PAVED PATH AND ADJACENT SIDEWALK TO BE COMPLETED PRIOR TO OCCUPANCY OF BUILDING 7) EXIST. STOP SIGN 50 ' R REMOVE 40 LF EXISTING CURB TEMPORARY NEW GRAVEL SUBBASE (18") AND PAVEMENT (2.5" TYPE II) POLY SAFETY BARRIERS (EMPTY) EXIST. STOP SIGN FUTURE CONCRETE SIDEWALK FUTURE PAVED PATH TYPICAL TRAFFIC FLOW DIRECTION TYPICAL RESERVED PARKING SPACE FOR DAY CARE STOP SIGN TYPICAL TEMPORARY CHAIN LINK FENCE ALONG 6' PAVED PATH WHEN THERE IS ADJACENT CONSTRUCTION BIORETENTION AREA NEW TAPERED CONCRETE CURB TEMPORARY ONE-WAY CIRCULATION NEAR DAY CARE BUILDING ENTRY UD UD GARDEN STREET 112 GARDEN STREET PROSPECT PLACE LOT N EX. SIDEWALK PA V E D P A R K I N G A R E A EXISTING BOX CULVERT TO CORSET ST EXISTING STORM POND 1 LOT N M A R K E T S T R E E T FUTURE BUILDING 7 303 MARKET ST 113 GARDEN STREET BUILDING 6 267 MARKET STREET BUILDING 4 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 COUR S E WEARING COURSE PAVEMENT WEA R I N G C O U R S E P A V E M E N T WEAR I N G PAVEM E N T E X I S T I N G C O N C R E T E S I D E W A L K BIORETENTION AREA SOUTH BURLINGTON CITY CENTER GARDEN STREET (SOUTH OF MARKET STREET) GR I D 1 PHASED COMPLETION PLAN AND TEMPORARY PEDESTRIAN & VEHICULAR ACCESS (IN FEET) 40 0 40 80 160 1" = 40 ft. STAGE BUILDING COMPLETION DATE STAGE 1 PROSPECT PLACE 112 GARDEN STREET JUNE 1, 2024 STAGE 2 CATAMOUNT RUN-PH2 267 MARKET STREET STREET AUGUST 1, 2025 STAGE 3 CATAMOUNT RUN-PH2 113 GARDEN STREET AUGUST 1, 2025 STAGE 4 BUILDING 7 114 GARDEN STREET SEPTEMBER 1, 2025 WEARING COURSE PAVEMENT & OPEN GARDEN STREET TO PUBLIC TRAFFIC SEPTEMBER 1, 2025 GARDEN STREET PHASED COMPLETION GR I D GARDEN STREET PHASED COMPLETION SCALE: 1" = 40 FEET TEMPORARY PEDESTRIAN & VEHICULAR ACCESS - 112 GARDEN STREET SCALE: 1" = 40 FEET MINIMUM 5' WIDE TEMPORARY PAVED PATH ADJACENT TO EXISTING LIGHT POLE BASE. INSTALL TYPE 3 OBJECT MARKER SIGNS ON EACH SIDE. OM3L & R 12" X 36" R5-11 30" X 24" VEHICLES AUTHORIZED ONLY POLY SAFETY BARRIER MINIMUM HEIGHT = 36" 70 LB EMPTY WEIGHT (72" LONG UNIT) POLY SAFETY BARRIERS (EMPTY) OVERALL LENGTH = 30 FEET INSTALL (2) 'AUTHORIZED VEHICLES ONLY' SIGNS FACING CORSET STREET TYPICAL SAFETY BARRIERS (POLY OR CONCRETE) TO TEMPORARILY CLOSE PARKING SPACES TEMPORARY NO PARKING TEMPORARY NO PARKING TEMPORARY NO PARKING TEMPORARY NO PARKING COORDINATE WITH DPW ON TEMPORARY PARKING SPACE CLOSURE, IF REQUIRED, TO EXTEND CORNER SIGHT DISTANCE FROM EXISTING DRIVEWAY DO NOT ENTER R5-1 30" X 30" S1 S1 ONE WAY R6-1 36"X18"S2S1 S2 S2 R5-11 30" X 24" VEHICLESAUTHORIZED ONLY (2) 'AUTHORIZED VEHICLES ONLY' SIGNS FACING MARKET STREET TYPICAL TRAFFIC FLOW DIRECTION 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 04-04-24 KB ABR B&G THE SNYDER GROUP, INC. 4076 SHELBURNE ROAD, SUITE 6 SHELBURNE, VERMONT 05482 802-985-5722 WWW.SNYDERHOMESVT.COM AS SHOWN TEMPORARY RUBBER SPEED BUMP MOUNTED ON PAVEMENT (LENGTH = 18', MIN. HEIGHT = 2") 04-18-24 ADD NOTES PER STAFF REVIEW ABR TEMPORARY PEDESTRIAN AND VEHICULAR ACCESS 1.ONE-WAY CIRCULATION WITHIN A PORTION OF THE PARKING LOT SERVING THE BUILDING AT 112 GARDEN STREET SHALL BE TEMPORARY. SIGNS FOR ONE-WAY CIRCULATION SHALL BE REMOVED CONCURRENT WITH THE OPENING OF THE GARDEN STREET CURBCUT FOR RESIDENT USE. 2.THE CONCRETE CURB MODIFICATION (REMOVAL) AT THE SOUTHERLY CORNER OF THE BUILDING AT 303 MARKET STREET SHALL BE TEMPORARY. THE CONCRETE CURB SHALL BE RE-CONSTRUCTED TO MATCH THE APPROVED RECORD PLAN FOR 303 MARKET STREET WITHIN 30 DAYS OF THE OPENING OF THE GARDEN STREET CURBCUT FOR THE RESIDENTS AT 112 GARDEN STREET. 3.CONTINUOUS PEDESTRIAN ACCESS SHALL BE PROVIDED ALONG GARDEN STREET BETWEEN MARKET STREET AND THE BOX CULVERT LOCATED WEST OF THE BUILDING AT 112 GARDEN STREET, THE TEMPORARY PAVED PATH ALONG THE NORTH SIDE OF BUILDING 7 SHALL BE REMOVED PRIOR TO INSTALLATION OF THE PERMANENT 10 FEET WIDE PAVED PATH (SEE GARDEN STREET DESIGN PLANS FOR CONSTRUCTION DETAILS RELATED TO THE PAVED PATH AND CONCRETE SIDEWALK). STOP R1-1 30" X 30" PRIOR TO THE OCCUPANCY OF THE BUILDING AT 112 GARDEN STREET, STOP SIGNS SHALL BE INSTALLED ON EACH GARDEN STREET APPROACH TO MARKET STREET S3 S3 S3 05-01-24 ADD NOTES RE: GARDEN ST STOP SIGN INSTALL TIMING ABR W W S 3 0 5 307 308 307 309 3 1 2 305 30 5 304 304 306 S S S S S S W G G G 304 314 314 T T T T G G W S S S S W WWWW S S S W D UD UD UDUD UD UD UD UD UD S S S S S D D D G G G G GG G GG G G G G G W R D R D G W W U D UD UD UD FM UD G G G G W SW W W W W 3 1 5 315 3 1 3 3 1 4 308 312 310 306 3 1 2 31 2 31 3 UD UD G D 314 315 E T T R R R R RR RR F M 307 310 310 309 313 314 308 313 3 1 2 3 1 1 314 3 0 6 310 313 312 315 3 1 5 312313314 307 L L L L L L L L L L L L L UD UD 3 1 6 315 316 W W L RD RD GARDEN STREET M A R K E T S T R E E T G 314 310 310 309 313 314 3 1 6 315 316 RD #303 MARKET STREET EXISTING MULTI-FAMILY BUILDING GRAVEL WETLAND 1 PROPOSED BUILDING FFE = 317 GARAGE = 306 #112 GARDEN STREET 10' WIDE SHARED USE PAVED PATH 6' WIDE CONCRETE SIDEWALK FUTURE CONCRETE SIDEWALK EX. TRASH BLDG. EXISTING WOODS E X I S T I N G P A V E D P A T H 5' C O N C R E T E S I D E W A L K EXISTING GARDEN BEDS ELEC ELEC EL E C E L E C EX I S T I N G PAV E M E N T SEE SHEET L1.1 FOR PLANTING PLAN GARDEN STREET, SOUTH BURLINGTONSCALE: 1" = 20' SITE PLAN SHEET: L1.0DATE: MAY 20, 2024 SOUTH BURLINGTON CITY CENTER | LOT M4REVISIONSDATEDATEREVISIONS 0 10'40'20' 1 L2.0 BIKE RACK, TYP. SHEET LIST: L1.0 SITE PLAN L1.1 PLANTING PLAN L2.0 SITE DETAILS L2.1 PLANTING DETAILS DRAWING REVISED 08/20/2024 3 L2.0 BENCH (6.5') 4&5 L2.0 TALL OPEN PILLAR 2 L2.0 BENCH (13') EXPOSED AGGREGATE PAVING, TYP. RIVERSTONE, EDGE TYP. CONCRETE WITH 2'X2' SAW CUT JOINT SPACING SEE, OPEN SPACE INSET OPEN SPACE INSET SCALE 1"=5' 1 GRASS BERM GRASS BERM BLDG. CANOPY (PER ARCH), TYP. RETAINING WALL (PER CIVIL), TYP. REV PARKING TREE PER FIRE ACCESS 07/18/2024 STABILIZED TURF FIRELANE (PER CIVIL) SNOW STORAGE 4&5 L2.0 SHORT OPEN PILLAR REV PLANTING PER NEW SIDEWALK 07/31/2024 1 L2.0 BIKE RACK, TYP. SHIFT PARKING TREE PER NEW WALK 08/20/2024 S S UDUD D D G G G G G G W W FM W W W W 3 1 5 3 1 3 3 1 4 G 314 31 5 E T T F M 307 310 310 309 313 314 308 31 3 3 1 2 3 1 1 314 3 0 6 310 313 31 2 315 3 1 5 312313314 307 L L L L L L L L L L L L L UD UD 3 1 6 315 316 W W L RD RD CS(5) BPW(12) AM(5) RAG(20) CS(4) AM(3) GT(2) LT ARR(2) CO(2) QR HH(8) VC AFA(2) ACG AST(14) TT(3) VC SP CK(3) AFA(2) BNH(3) CK(3) HP(5) NF(5) AG(4) GTH VCPO(4) SP NF(10) JC(5) HH(10) AO IVJ(1) IVR(2) AM(4) PB(9) HH(7) PB(9) TT(3) HH(5) TT(2) AST(12) IVJ(1) IVR(2) CS(5) AM(5) CA(6) BNH(3) AO HP(5)SJ(7)SJ(8) HH(9) PB(14) AA CA(3) TT(3) PO(3) VC(2) FG(18) TT(2) VC AA(2) AFA CS(5) ACG HT(7) HT(6) DC(16)DE(9) HT(14) DE(13)DE(5)DC(12) CK(3) CK(3) SJ(3) DE(5) AB JC(15) (4) EXISTING TO REMAIN Thua o. 'Holmstrup Dwarf' (5) RELOCATED Salix purpurea 'Nana' (3) RELOCATED Miscanthus sinensis 'Purpurascens' QR (7) RELOCATED Thua o. 'Holmstrup Dwarf' (3) ADDITIONAL Miscanthus sinensis 'Purpurascens' GARDEN STREET, SOUTH BURLINGTON #303 MARKET STREET EXISTING MULTI-FAMILY BUILDING PROPOSED BUILDING FFE = 317 GARAGE = 306 GARDEN STREET SCALE: 1" = 10' PLANTING PLAN SHEET: L1.1 SOUTH BURLINGTON CITY CENTER | LOT M4REVISIONSDATEDATEREVISIONS 10'20'5'0 PLANTING LEGEND PARKING LOT TREE DECIDUOUS TREE CONIFER TREE DECIDUOUS SHRUB CONIFER SHRUB PERENNIAL, GROUNDCOVER EXISTING TREE TO REMAIN BLDG. CANOPY (PER ARCH), TYP. EX. TREE, TYP. GRASS BERM GRASS BERM DATE: MAY 20, 2024 REV PARKING TREE PER FIRE ACCESS 07/18/2024 SN O W S T O R A G E STABILIZED TURF FIRELANE (PER CIVIL) ELEC ELEC RELOCATE AND/OR REPLACE EXISTING PLANTINGS FOR NEW SIDEWALK REV PLANTING PER NEW SIDEWALK 07/31/2024 MISCANTHUS sinensis 'Purpurascens'MS3 Prairie Dropseed Clump #1 Cont.space 18" o.c. DRAWING REVISED 08/20/2024 NOTE: FOR ALL PARKING LOT PLANTING ISLANDS, REMOVE / REPLACE / PREPARE WITH PLANTING SOIL TO MINIMUM 24 INCH DEPTH. PLANTINGS SOILS ARE TO BE PREPARED PER 329113 - SOIL PREPARATION SPECIFICATION (TYP.) SHIFT PARKING TREE PER NEW WALK 08/20/2024 5'-6" WASHED RIVERSTONE TO BE COORDINATED WITH LANDSCAPE ARCHITECT LED LIGHT-FIXTURE MOUNTING HEIGHT EDGE OF CONCRETE WALK 2'-9"1' 3" CLEAR, TYP. COMPACTED SUBGRADE OR UNDISTURBED SOIL (6) #5 VERTICAL, SEE FOOTER CROSS SECTION TO LEFT #3 TIES, SPACED 12" O.C. VERTICALLY 3/4" X 8'0" COPPER GROUND ROD, CONNECT TO GROUND LUG IN POLE W/ #6 COPPER WIRE 34" MIN. CONDUIT FOOTER CROSS SECTION ANCHOR BOLTS (PER ENGINEER) 2'-9" #3 TIES #5 VERTICAL 3" CLEAR TO BOLT HOUSES PILLAR BASE SECTION 2" MIN. 5" REINFORCED CONCRETE FOUNDATION PRECAST OF CAST IN PLACE -5,000 psi @ 28 DAY -REINFORCING AS SHOWN DRAWING ISSUED 05/20/2024 SITE DETAILS SHEET: L2.0 4 OPEN PILLAR SPEC SHEET, NTSL2.0 REVISIONS DATE DATEREVISIONS SOUTH BURLINGTON CITY CENTER | LOT M4 1 BIKE RACK SPEC SHEET, NTSL2.0 3 BENCH (6.5') SPEC SHEET, NTSL2.0 2 BENCH (13') SPEC SHEET, NTSL2.0 6 OPEN PILLAR LIGHT FIXTURE SPEC SHEET, NTSL2.0 5 OPEN PILLAR BASE DETAIL, NTSL2.0 DATE: MAY 20, 2024 6 L2.0 OPEN PILLAR LIGHT FIXTURE DIMENSIONS: 79" L x 24" W PRODUCT NAME: ROUGH&READY CROSSWISE BENCH (R&R-CW-200-60) MANUFACTURER: STREETLIFE HEIGHT: 177" (SHORT), 236" (TALL) MATERIAL: WEATHERING STEEL (CORTEN) PRODUCT NAME: OPEN PILLARS WILD MANUFACTURER: STREETLIFE DIMENSIONS: 160" L x 24" W PRODUCT NAME: ROUGH&READY CROSSWISE BENCH (R&R-CW-400-60) MANUFACTURER: STREETLIFE Light Fixture Dimensions CONTRACTOR TO COORDINATE WITH STREETLIFE FOR FABRICATION OF FIXATION HOLE ON OPEN PILLARS NOTE: TOP VIEW BACK VIEW MOUNTING SLEEVE WITHOUT MOUNTING SLEEVE EXPLODED VIEW MOUNTING: SURFACE MOUNTED FINISH: POWDER COATED COLOR: GUNMETAL PRODUCT NAME: LOFTY BIKE RACK (LBR-2-SF-P) MANUFACTURER: THOMAS STEELE DRAWING ISSUED 05/20/2024 PLANTING DETAILS SHEET: L2.1 3 4 1 5 GROUNDCOVER PLANTING TREE PLANTING DETAIL SHRUB PLANTING LAWN & SEEDING AREA NTS NTS GENERAL PLANTING NOTES: 1.THE LANDSCAPE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. CONTACT DIG SAFE TWO FULL BUSINESS DAYS BEFORE PLANTING. (48 HOUR MIN.) 2.THE LANDSCAPE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. THE PLAN QUANTITIES SHALL ALWAYS SUPERCEDE THE PLANT LIST. 3.ALL PLANT MATERIAL SHALL CONFORM AND BE INSTALLED TO THE GUIDELINES ESTABLISHED BY THE CURRENT ANSI Z60.1. 4.NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 5.THE LANDSCAPE CONTRACTOR SHALL PROVIDE AMENDED PLANTING SOIL AS PER THE CONTRACT SPECIFICATIONS. 6.SOIL DEPTH SHOULD BE AS LISTED BELOW. EXISTING SOIL ON SITE WHICH MEETS THE CONTRACT SPECIFICATIONS MAY BE USED. REMOVE SUB GRADE AND OTHER GRAVEL FILL IN PLANTING AREAS ON SITE. 6.1.GROUND COVER BEDS: 12” DEPTH. 6.2.LAWN AREAS: 6" DEPTH 6.3.SHRUB/PLANT BEDS: 18” DEPTH 7.PLANTS SHALL BE INSTALLED SUCH THAT THE ROOT FLARE IS AT OR SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 8.ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. 9.WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 10.THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUBS SHALL BE FLAGGED FOR APPROVAL BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL. 11.LANDSCAPE ARCHITECT MAY REQUIRE ALL PLANTS BE SPRAYED WITH AN ANTIDESSICANT WITHIN 24 HOURS AFTER PLANTING. IN TEMPERATE ZONES, ALL PLANTS SHALL BE SPRAYED WITH AN ANTIDESSICANT AT THE BEGINNING OF THEIR FIRST WINTER. 12.STAKING PLANTS IS AT THE DISCRETION OF THE LANDSCAPE CONTRACTOR. ONLY STAKE PLANTS IN THE MANNER SPECIFIED IN THE PLANTING DETAILS. 13.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 14.THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 15.THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL REQUIREMENTS RELATED TO THE TIME OF PLANTING. 6 PLANT BED 3" MAX. NTS NTS NTS Spacing 'D'Row 'A'Number of Plants Area Unit 6" O.C.5.2"4.61 1 SQ. FT.8" O.C.6.93"2.6 10" O.C.8.66"1.66 12" O.C.10.4"1.15 15" O.C.13.0"7.38 10 SQ. FT.18" O.C.15.6"5.12 24" O.C.20.8"2.91 30" O.C.26.0"1.55 36" O.C.30.0"1.25 4' O.C.3.46'7.25 100 SQ. FT.5' O.C.4.38'4.61 6' O.C.5.2'3.2 8' O.C.6.93'1.8 10' O.C.8.66'1.16 12' O.C.10.4'8 1000 SQ. FT.15' O.C.13.0'5 20' O.C.17.3'2.88 25' O.C.21.65'1.85 30' O.C.26.0'1.29 40' O.C.34.6'7.22 10,000 SQ. FT. D D D A PLANT SPACING CHARTO.C. = ON CENTER PLANT SPACING CHART 7 PLANT SPACING CHART DETAIL NTS 2 TREE PLANTING ON SLOPE DETAIL NTS 8 TREE PRUNING ILLUSTRATION NTS TREE PRUNING NOTES: ·REFER TO ANSI A300 (Part 1, MOST UPDATED VERSION) PRUNING SPECIFICATIONS FOR ADDITIONAL INFORMATION. ·WORK SHOULD BE PREFORMED BY A CERTIFIED ARBORIST OR PROFESSIONAL TREE COMPANY. ·AVOID DAMAGING BARK AND OTHER LIVING TISSUE THROUGHOUT THE PRUNING PROCESS. ·MAKE SURE PRUNING TOOLS ARE SHARP. ·MAKE CLEAN CUT AS CLOSE TO THE BRANCH COLLAR AS POSSIBLE. DO NOT LEAVE A STUB. ·REDUCE THE SIZE OF THE BRANCH FOR A BETTER CUT. ·THE FIRST AND SECOND CUTS SHOULD BISECT THE ANGLE BETWEEN ITS BRANCH BARK RIDGE AND AN IMAGINARY LINE PERPENDICULAR TO THE BRANCH OR STEM. ·NOT MORE THAN 25% OF GROWTH SHOULD BE REMOVED FROM A CANOPY DURING A GROWING SEASON. L2.1 FOR USE WHEN PLANTS ARE SHOWN EQUIDISTANT FROM EACH OTHER (AS SHOWN) GROUND COVER 2" FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. 12" MINIMUM PLANT BED DEPTH UNDISTURBED OR COMPACTED SOIL PRUNE TO REMOVE DEADWOOD AND CROSSING BRANCHES TOP OF ROOT BALL TO BE SAME HEIGHT AS PREVIOUSLY GROWN 2" FINE CHIPPED, PINE BARK MULCH, NOT MORE. DO NOT PLACE AGAINST PLANT STEM. 2" EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. UNDISTURBED OR COMPACTED SOIL REMOVE BURLAP FROM TOP 2/3 OF THE ROOT BALL. NEVER LEAVE BURLAP EXPOSED ABOVE THE SOIL. IF CONTAINER GROWN, REMOVE POT COMPLETELY. LOOSEN ROOT MASS TO PREVENT GIRDLING. 3 TIMES DIAMETER OF ROOT BALL 3 TIMES DIAMETER OF ROOT BALL USE WIDE BELT-TYPE TIES; DO NOT USE ROPE OR WIRE IN HOSE SLEEVES ·PRUNE DAMAGED OR BROKEN BRANCHES REUSABLE PERFORATED PLASTIC TREE WRAP (TO BE REMOVED ONE YEAR AFTER PLANTING). USE IF NECESSARY. 3 - 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 72" ALLOW FOR A DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT R SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. 2" EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUB GRADE TO 4". ·CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 2/3 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. UNDISTURBED OR COMPACTED SOIL LOOSEN SUB GRADE BY DRAGGING TEETH OF THE BUCKET 6" MINIMUM PLANT BED DEPTH. ·SOIL COMPACTION AFTER INSTALLATION SHALL BE 75-250 PSI AT SOIL MOISTURE BETWEEN FIELD CAPACITY AND WILTING POINT ·SOIL COMPACTION AFTER INSTALLATION SHALL BE 75-250 PSI AT SOIL MOISTURE BETWEEN FIELD CAPACITY AND WILTING POINT LAWN UNDISTURBED OR COMPACTED SOIL LOOSEN SUB GARDE BY DRAGGING TEETH OF THE BUCKET 18" MINIMUM PLANT BED DEPTH. 2-3" FINE CHIPPED BARK MULCH, NO MORE. DO NOT COVER FOLIAGE. EDGE LAWN PER PLAN, 1" REVEAL (MAX.) SECOND CUT FIRST CUT CUT AT ANGLE TO THE BRANCH COLLAR BRANCH COLLAR FINAL CUT L2.1 L2.1 L2.1 L2.1 L2.1 L2.1 L2.1 USE WIDE BELT-TYPE TIES; DO NOT USE ROPE OR WIRE IN HOSE SLEEVES ·PRUNE DAMAGED OR BROKEN BRANCHES IF STAKING: 3 - 2" X 2" HARDWOOD STAKES 1/3 HEIGHT OF TREE OR MIN. OF 72" ALLOW FOR A DEPTH OF 12" BELOW UNDISTURBED GRADE. (STAKING TO BE REMOVED ONE YEAR AFTER PLANTING.) ROOT FLARE SHALL BE PLANTED AT R SLIGHTLY ABOVE FINAL GRADE (DUE TO NURSERY PRACTICES, THIS MAY REQUIRE REMOVING SOIL FROM THE TOP OF THE ROOT BALL TO LOCATE THE ROOT FLARE). 2-3" FINE CHIPPED BARK MULCH, NOT MORE. DO NOT PLACE MULCH DIRECTLY AGAINST TRUNK. 2" EARTH SAUCER. AMEND BACKFILL AS SPECIFIED, BREAK UP CLODS AND REMOVE DEBRIS AND STONES. SCARIFY SUB GRADE TO 4". ·CUT & REMOVE ALL OF THE WIRE BASKET, EXCEPT THAT WHICH IS UNDER THE ROOT BALL. LEAVE NO BURLAP EXPOSED ABOVE THE SOIL SURFACE. REMOVE BURLAP FROM THE TOP 2/3 OF ROOT BALL IF BURLAP IS MADE OF NATURAL FIBER. IF BURLAP IS PLASTIC OR TREATED, CUT AND REMOVE ALL BUT THAT WHICH IS UNDER THE ROOT BALL. 3 TIMES DIAMETER OF ROOT BALL EXISTING GRADE. REVISIONS DATE DATEREVISIONS SOUTH BURLINGTON CITY CENTER | LOT M4 DATE: MAY 20, 2024 314 315 306 307 310 3 10 309 313 314WW F M + 315.02 315.34 + +312.85 + 312.85 +313.35 310.85 + + 3 1 0 .5 0 + (3 1 2.12) + 31 0. 7 5 310.55 + +3 1 0.5 5 +310.85 +310.65 311.25+ + +314.22 314.50 315.32+ + (30 8.2) 314.95 + 314.65 + + (309.89) + (310.33) + (310.88) (310.73) + (3 11.8 8) ++ (3 1 2.48) 3 1 3.60 + 316.36++ 31 2.0 0 + 3 11.0 0 + +314.03 3 13.3 0 ++313.60 +313.60 305.25 + +314.5 +312.0 + T O W = 3 08.0 E T L L L G 311 304 3 0 6 311 3 0 8 306 310 3 0 9 3133 1 3 314 315 3 0 5 U D U D 15'R 2 5'R 25 'R 315 315 3 1 3 314 E T T + 314.75 + 314.34 + 315.28 + 314.95 + 314.42 + 314.92 + 315.13 + 315.13 314 3 15 315 W G G G G G G UD UDUD UD UD UD R R R R Y DH H D Y DHY 311 310 31 4 G G G GG E T E T L L L L L L L L L L E T E T E E E W WWW W W W S S S S S S S S R D R D FM D D D S S HH BB 2 2 14 14 5'-0'' HIGH RTU ON 24'' HIGH BASE ROOF EQUIPMENT SCREEN PROJECT : REVISION/DATE : 1/32" = 1'-0" SOLAR-READY ZONE 23-273 02-09-2024 A-1.1 BUILDING 7 SOLAR-READY ZONE Total rooftop area = 12, 650 SF Minimum solar-ready zone = 5, 060 SF 40% X 12,650 SF = 5,060 SF Total solar-ready zone available = 5, 221 SF (solar-ready zone areas shown subject to adjustment with final design of mechanical equipment) The solar-ready zone shall include a collateral dead load of not less than 5 psf in gravity and lateral design calculations. Interconnection pathways shall be provided for routing of conduit or piping from the solar- ready zone to the electrical service panel or service hot water system. The main electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar electric installation and labeled ''FOR FUTURE SOLAR ELECTRIC''. The reserved space shall be positioned at the end of the panel that is opposite from panel supply conductor connection. A permanent certificate, indicating the solar- ready zone and other requirements, shall be posted near the electric distribution panel, water heater, or other conspicuous location. 4 2 3 1 06-18-2024 SOLAR ZONE Total rooftop area = 12, 650 SF Minimum solar zone = 5,060 SF 40% X 12,650 SF = 5,060 SF Total solar zone available = 5, 221 SF (solar zone areas shown subject to adjustment with final design of mechanical equipment) The solar zone shall include a collateral dead load of not less than 5 psf in gravity and lateral design calculations. Interconnection pathways shall be provided for routing of conduit or piping from the solar zone to the electrical service panel or service hot water system. The main electrical service panel shall have space for installation of a dual pole circuit breaker for solar electric installation and labeled ''FOR SOLAR ELECTRIC''. This space shall be positioned at the end of the panel that is opposite from panel supply conductor connection. PROJECT : REVISION/DATE : VIEW 1 23-273 02-09-2024 A-1.2 BUILDING 7 PROJECT : REVISION/DATE : VIEW 2 23-273 02-09-2024 A-1.3 BUILDING 7 PROJECT : REVISION/DATE : VIEW 3 23-273 02-09-2024 A-1.4 BUILDING 7 PROJECT : REVISION/DATE : VIEW 4 23-273 02-09-2024 A-1.5 BUILDING 7