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HomeMy WebLinkAboutSD-24-03 - Plans - Non-Record - 0500 Old Farm Roadwww.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C1 07 / 2 3 / 1 8 COVER SHEET, SHEET INDEX-C1 SHEET INDEX-C1 AGN0.1C1 COVER SHEET, SHEET INDEX-C1 AGN0.2 GENERAL NOTES BUILDING 1 A0.1C1 FOUNDATION/BASEMENT PLAN-C1 A1.1C1 MAIN FLOOR PLAN-C1 A2.1C1 UPPER FLOOR PLAN-C1 A3.1C1 EXTERIOR ELEVATIONS-C1 A4.1C1 ROOF PLAN-C1 UNIT A A-A0.1C1 FOUNDATION/BASEMENT PLAN-C1 A-A1.1C1 MAIN FLOOR PLAN-C1 A-A2.1C1 UPPER FLOOR PLAN-C1 A-A3.1C1 EXTERIOR ELEVATIONS-C1 A-A4.2.1 OPT. COVERED DECK A-A5.1 STAIR SECTIONS A-A6.1C1 BUILDING SECTIONS-C1 A-E0.1C1 BASEMENT ELECTRICAL PLAN-C1 A-E1.1C1 MAIN FLOOR ELECTRICAL PLAN-C1 A-E2.1C1 UPPER FLOOR ELECTRICAL PLAN-C1 UNIT B B-A0.1C1 FOUNDATION/BASEMENT PLAN-C1 B-A1.1C1 MAIN FLOOR PLAN-C1 B-A2.1C1 UPPER FLOOR PLAN-C1 B-A3.1C1 EXTERIOR ELEVATIONS-C1 B-A4.2.1 OPT. COVERED DECK B-A5.1 STAIR SECTIONS B-A6.1C1 BUILDING SECTIONS-C1 B-E0.1C1 BASEMENT ELECTRICAL PLAN-C1 B-E1.1C1 MAIN FLOOR ELECTRICAL PLAN-C1 B-E2.1C1 UPPER FLOOR ELECTRICAL PLAN-C1 STRUCTURAL A-S0.1C1 MAIN FLOOR FRAMING PLAN-C1 A-S1.1C1 UPPER FLOOR FRAMING PLAN-C1 A-S2.1C1 ROOF FRAMING PLAN-C1 B-S0.1C1 MAIN FLOOR FRAMING PLAN-C1 B-S1.1C1 UPPER FLOOR FRAMING PLAN-C1 B-S2.1C1 ROOF FRAMING PLAN-C1 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS South Burlington, Vermont O'Brien Home Farm Duplex Uphill Lot Building 1 (Birch & Maple) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C1 07 / 2 3 / 1 8 COVER SHEET, SHEET INDEX-C1 BUILDING 1 Square Footages-Birch-C1 BASMENT 102 SF MAIN FLOOR LIVING 893 SF UPPER FLOOR LIVING 776 SF TOTAL 1771 SF Square Footages-Maple-C1 BASEMENT 89 SF MAIN FLOOR LIVING 958 SF UPPER FLOOR LIVING 806 SF TOTAL 1853 SF Birch Elevation - C1 (Shingle) Maple Elevation - C1 (Shingle) REVISIONS REVISIONS FD 8' - 9" CLG Unfinished Basement SUMP. WH FURN. 21 0 6 8 40 6 8 S L D 21068 16070 OGD 4040 SLD 17'-4"6'-8" 6'-6" 6'-6" 2'-0" 13'-0"11'-0" 1/2" 21 ' - 2 " 15 ' - 2 " 8' - 0 " 9' - 0 " 13 ' - 8 " UP 1 2 RI S E R S 26'-0 1/2" 1 A-A6.1C1 2 A-A6.1C1 CL COMMONWALL CL COMMONWALL 8' - 9" CLG O.E. 122124 126 128 125 147 147 132 8" 8' - 4 " 6' - 2 " 21 ' - 2 " 8" 4 1/2" 3'-7 1/2" 2'-11" 3'-9 1/2" 2'-4 1/2" 10'-3" 8" 1 6 ' - 6 " 2 ' - 3 " 3 ' - 1 1 " 146 8' - 0 " 22 ' - 8 " 9'- 8 " 4'- 0 " 26'-0 1/2" 2 Car Garage 127 44 ' - 4 " 44 ' - 4 " UP 2x6 WALL F-C 2X6 BEARING WALL 6'-8"19'-4" 1/2" 1'-9" 4'-0" 11" 9'-9"9'-7" W-8 TYP. F-2 F-C 2X6 BEARING WALL F-PF-PF-P 2'- 8 " 2'- 8 " STEP FTG UP STEP FTG UP CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A0.1C1 07 / 2 3 / 1 8 FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan BIRCHElevation - C1 REVISIONS KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 9' - 0" CLG Pwd. 9' - 0" CLG Family 9' - 0" CLG Dining 9' - 0" CLG Kitchen 21 0 6 8 2468 6068 SLD 286830 6 8 3060 SH3060 SH 2040 FX 20 4 0 S H 2 0 4 0 S H 20 4 0 S H 20 4 0 S H 3060 SH 3060 SH 4'-6" 9'-1" 6'-0" 7 1/2" 26'-0 1/2" 3'-9 1/2"20'-2 1/2" 2' - 2 " 3' - 4 " 3' - 2 " 9'- 0 " 10 ' - 2 " 3' - 6 " 1' - 0 " 8'- 8 " 2'- 4 " 1'- 8 " 4' - 9 " 4 ' - 3 " 8' - 0 " 22 ' - 8 " 9'- 8 " 4'- 0 " 1' - 6 " 11 " 1 2 ' - 8 " 1 ' - 7 " 9 ' - 4 1 / 2 " 8 " 1 0 ' - 2 " 2 ' - 5 1 / 2 " 3'-6" 3'-2" 1'-8" 5'-0" 2'-0" 1'-10" 1'-10" 7'-0" 4'-2" 2'-6" 8' - 0 " 37 ' - 1 0 " 1' - 9 " 1 ' - 9 " DN 4 RI S E R S DN 5 RISERS DN 12 RISERS UP 1 6 R I S E R S 9' - 0" CLG Laundry 7'-8" SOFFIT 8'-0" SOFFIT 2868 1'-9" 4'-0"20'-3"1/2" 2668 2'-0" 13'-0"11'-0" 1/2" 30 2 0 T R N . AB V . 6010 TRN. ABV. DN AS REQ. 1 A-A6.1C1 2 A-A6.1C1 1 A-A5.1 2 A-A5.1 CL COMMONWALL CL COMMONWALL 6'-8" 5'-8"13'-8" Foyer Deck 109108 104 109108 103 101 102 108118119 122 124 107 108 132 121 4'-11 1/2" 2'-7" 8" 15'-2" 7 1/2" 1'-0 1/2" 3'-7 1/2" 4 1/2" 2'-6" 3 1/2" 2'-11 1/2" 4" 4'-11 1/2" 6'-6" 1'-5" 130 6' - 4 1 / 2 " 2'- 0 1 / 2 " 7" 3' - 7 1 / 2 " 8" 5' - 8 1 / 2 " 3' - 8 " 1' - 7 " 6'- 2 " 1' - 8 " 3' - 5 " 10 " 1' - 6 " 132 TE M P 45 ' - 1 0 " 45 ' - 1 0 " 2x 6 W A L L 2x 6 W A L L 137 137 2x6 WALL 131 131 131 2x6 WALL 6' - 6 " H . H . @ L A N D I N G TE M P . 7' - 0 " H . H . @ F O Y E R TE M P 150 152 112 110 26'-0 1/2" 153 FU L L H E I G H T S T U D WA L L O R C A P @ T O P O F FO U N D A T I O N . 9'- 0 " 4' - 6 " 154 154 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 9' - 0" CLG Family 9' - 0" CLG Dining 2' - 2 " 7 ' - 0 " 3 ' - 5 1 / 2 " 1'-7" 135 GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A1.1C1 07 / 2 3 / 1 8 MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONS BIRCH SCALE:1/4" = 1'-0" Optional Fireplace Partial Main Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 8' - 0" CLG Bedroom 2 8' - 0" CLG Bedroom 3 8' - 0" CLG Bath 2 8' - 0" CLG W.I.C. 8' - 0" CLG Owner’s Suite8' - 0" CLG Owner’s Bath 8' - 0" CLG Loft 26 6 8 26 6 8 40 6 8 S L D 40 6 8 S L D 2468 24 6 8 26 6 8 2468 24 6 8 4040 SLD 4040 SLD 3050 SH 3050 SH 2040 FX 2040 FX 5'-7 1/2" 5'-7"5'-2 1/2" 5'-2 1/2" 2'-0" 11'-2 1/2" 2'-4 1/2" 10'-5" 1/2" 1' - 9 " 5' - 1 " 5' - 1 " 2' - 2 1 / 2 " 3' - 6 1 / 2 " 6 ' - 4 1 / 2 " 3 ' - 3 1 / 2 " 1 4 ' - 1 1 / 2 " 11 ' - 0 " 1' - 6 " 1 3 ' - 2 1 / 2 " 25 ' - 1 1 / 2 " 2'-6" 2'-2" 5'-10" 6'-8" 1'-2" 12'-6" 3'-10" 1'-10" 6'-8" 5'-8"13'-8" 1/2" 14 ' - 1 0 1 / 2 " 4 ' - 1 0 1 / 2 " 9 ' - 1 " 11 ' - 0 " 39 ' - 1 0 " 39 ' - 1 0 " 20 4 0 F X 2 0 4 0 F X 2 0 4 0 F X 26'-0 1/2" 4'-8" DN 1 6 R I S E R S 1 A-A6.1C1 2 A-A6.1C1 1 A-A5.1 2 A-A5.1 CL COMMONWALL CL COMMONWALL OP E N T O BE L O W 122 122 111 110 116 113 111 111 110 122 122 124 133133 5'-0" 2'-4" 9'-2" 1'-9 1/2" 5'-3 1/2" 5" 2'-5 1/2"4'-4 1/2" 5'-0" 7'-6" 5' - 9 " 5' - 3 " 3' - 1 " 3'- 2 " 2' - 1 0 " 4' - 1 0 1 / 2 " 3' - 1 1 " 6' - 1 " 3'- 1 1 1 / 2 " 133 133 26'-0 1/2" 117141 32"x60" 36"x48"3' - 5 1 / 2 " 123 152 151 152 151 152 150 153 150 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL FLOOR PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC. SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 8'-0 7/8" A.F.F. (U.N.0.) W/ 9'-1 1/8" CLG. AND 7'-0 7/8" A.F.F (U.N.O.) W/ 8'-1 1/8" CLG. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A2.1C1 07 / 2 3 / 1 8 UPPER FLOOR PLAN-C1SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONS BIRCH KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8' - 1 1 / 8 " 10 " 9'- 1 1 / 8 " 11 1 / 2 " 8' - 8 " 10" 12" 10" 12" 6" 12" L COMMONWALLC L COMMONWALLC 204 213 217 213 203 201 223 210 223 215 9 AD.2 8 AD.2 3 AD.1 3 AD.2 11 AD.2 4 AD.1 10 ' - 3 " PORCH STOOP 11 ' - 0 " 3' - 1 0 1 / 2 " PORCH PLATE PRECAST COLUMN, PER MANUFACTURERS SPECS 213 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 9' - 1 1 / 8 " 10 " 8'- 1 1 / 8 " 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 201 203 215 223210 9 AD.2 3 AD.1 5 AD.2 1 AD.2 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 9'- 1 1 / 8 " 10 " 8' - 1 1 / 8 " 6" 12"6" 12" 6" 12" 203 223 211 201 207 213 217 223 3 AD.1 8 AD.2 9 AD.2 1 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A3.1C1 07 / 2 3 / 1 8 EXTERIOR ELEVATIONS-C1 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C1 SCALE:1/8" = 1'-0" Left Elevation REVISIONS BIRCH KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8' - 1 1 / 8 " 10 " 9'- 1 1 / 8 " 11 1 / 2 " 8' - 8 " 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 204 214 207 214 203 201 223 210 223 211 213 215 8 AD.2 9 AD.2 3 AD.1 3 AD.2 11 AD.2 PORCH STOOP 11 ' - 0 " 3' - 1 0 1 / 2 " PORCH PLATE PRECAST COLUMN, PER MANUFACTURERS SPECS 215 213 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8' - 8 " 11 1 / 2 " 9'- 1 1 / 8 " 10 " 8'- 1 1 / 8 " L COMMONWALLC L COMMONWALLC 201 203 215 223210 9 AD.2 3 AD.1 5 AD.2 1 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'- 8 " 11 1 / 2 " 9' - 1 1 / 8 " 10 " 8' - 1 1 / 8 " 6" 12" 6" 12" 6" 12" 203 223 211 201 204 214 207 215 3 AD.1 8 AD.2 1 AD.2 9 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM A-A3.1C2 07 / 2 3 / 1 8 EXTERIOR ELEVATIONS-C2 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C2 SCALE:1/8" = 1'-0" Left Elevation REVISIONS BIRCH KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM AGN0.1C2 07 / 2 3 / 1 8 COVER SHEET, SHEET INDEX-C2 SHEET INDEX-C2 AGN0.1C2 COVER SHEET, SHEET INDEX-C2 AGN0.2 GENERAL NOTES BUILDING 2 A0.1C2 FOUNDATION/BASEMENT PLAN-C2 A1.1C2 MAIN FLOOR PLAN-C2 A2.1C2 UPPER FLOOR PLAN-C2 A3.1C2 EXTERIOR ELEVATIONS-C2 A4.1C2 ROOF PLAN-C2 UNIT A A-A0.1C2 FOUNDATION/BASEMENT PLAN-C2 A-A1.1C2 MAIN FLOOR PLAN-C2 A-A2.1C2 UPPER FLOOR PLAN-C2 A-A3.1C2 EXTERIOR ELEVATIONS-C2 A-A4.2.1 OPT. COVERED DECK A-A5.1 STAIR SECTIONS A-A6.1C2 BUILDING SECTIONS-C2 A-E0.1C2 BASEMENT ELECTRICAL PLAN-C2 A-E1.1C2 MAIN FLOOR ELECTRICAL PLAN-C2 A-E2.1C2 UPPER FLOOR ELECTRICAL PLAN-C2 UNIT B B-A0.1C2 FOUNDATION/BASEMENT PLAN-C2 B-A1.1C2 MAIN FLOOR PLAN-C2 B-A2.1C2 UPPER FLOOR PLAN-C2 B-A3.1C2 EXTERIOR ELEVATIONS-C2 B-A4.2.1 OPT. COVERED DECK B-A5.1 STAIR SECTIONS B-A6.1C2 BUILDING SECTIONS-C2 B-E0.1C2 BASEMENT ELECTRICAL PLAN-C2 B-E1.1C2 MAIN FLOOR ELECTRICAL PLAN-C2 B-E2.1C2 UPPER FLOOR ELECTRICAL PLAN-C2 STRUCTURAL A-S0.1C2 MAIN FLOOR FRAMING PLAN-C2 A-S1.1C2 UPPER FLOOR FRAMING PLAN-C2 A-S2.1C2 ROOF FRAMING PLAN-C2 B-S0.1C2 MAIN FLOOR FRAMING PLAN-C2 B-S1.1C2 UPPER FLOOR FRAMING PLAN-C2 B-S2.1C2 ROOF FRAMING PLAN-C2 DETAILS AD.1 DETAILS AD.2 DETAILS AD.3 DETAILS AD.4 DETAILS Square Footages-Birch-C2 BASEMENT 102 SF MAIN FLOOR LIVING 910 SF UPPER FLOOR LIVING 783 SF TOTAL 1795 SF Square Footages-Maple-C2 BASEMENT 89 SF MAIN FLOOR LIVING 958 SF UPPER FLOOR LIVING 813 SF TOTAL 1860 SF BUILDING 2 South Burlington, Vermont O'Brien Home Farm Duplex Uphill Lot Building 2 (Birch & Maple) Birch Elevation - C2 (Shingle) Maple Elevation - C2 (Shingle) REVISIONS FD 8' - 9" CLG Unfinished Basement FURN.WH 8070 OGD 8070 OGD 21068 4040 SLD 6'-10" 6'-10" 1/2" 13'-8"10'-4" 2'-0" 4'-8" 5'-8" 15'-10" 8'-2" 2'-8" 26'-0 1/2" 10'-3 1/2" 4'-4" 8'-0" UP 1 1 RI S E R S 2 B-A6.1C1 1 B-A6.1C1 2 B-A5.1 CL COMMONWALL CL COMMONWALL SUMP. 8' - 9" CLG O.E. 26'-0 1/2" 3'-4" 124 126 126 122 125 147 147 21 0 6 8 40 6 8 S L D 8" 8'-1" 5'-10 1/2" 26'-0 1/2" 11'-10" 2'-8" 4'-10" 3'-7 1/2" 4 1/2" 8" 127 128 132 146 1/2" 19'-0"7'-0" 26'-0 1/2" 6'-0" 11'-0" 24'-0" 2'-4" 8'-0" 11'-10" 6'-5 1/2" 4'-8" 4 1/2" 8" 2 Car Garage 51'-4" 51'-4" UP 2x 6 W A L L F-C 2x6 WALL BEARING 4'-11 1/2" 9'-3" 4'-9 1/2" 1'-6" 4'-0" 1'-6" 7'-4" W-8 TYP. F-PF-PF-P 2'-8" 2'-8" STEP FTG UP STEP FTG UP CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) SYMBOL TYPE SIZE FOOTING SCHEDULE F-P PIER (EXTERIOR) REINFORCING 12" SONOTUBE W/ BELL BOTTOM NA F-C CONTINOUS FOOTING 2'-0" WIDE x 0'-8" DEEP 3-#4's CONTINUOUS F-2 PAD FOOTING (INTERIOR) 2'-0" x 2'-0" x 1'-0" DEEP NA COLUMN 6x6 TREATED POST NA *NOTE: LALLY COLUMNS SHALL HAVE THE ALLOWABLE MINIMUM LOAD CAPACITY OUTLINED IN THE GENERAL NOTES. SEE GENERAL NOTES FOR BOTTOM AND TOP BEARING PLATES. COMMENTS 48" MIN. BELOW FINISH GRADE 3 1/2" LALLY COLUMN UNLESS NOTED OTHERWISE* SYMBOL WALL THICKNESS WALL HEIGHT FOUNDATION WALL SCHEDULE W-8 8" 9'-0" REINFORCING 2 #4 BARS TOP & BOTTOM *CONTINUOUS FOOTING 1'-4"x 0'-8" W/ 2-#4's CONTINUOUS *IF FOOTING IS BEARING ON EARTH BUILDER TO VERIFY SOIL PRESSURE AND USE 2'-0"x0'-8" CONTINUOUS FOOTING www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A0.1C1 07 / 2 3 / 1 8 FOUNDATION/BASEMENT PLAN-C1 SCALE:1/4" = 1'-0" Foundation/Basement Plan MAPLEElevation - C1 REVISIONS KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 3 3 9' - 0" CLG Study 9' - 0" CLG Pwd 9' - 0" CLG Kitchen 9' - 0" CLG Dining 9' - 0" CLG Family 8'-0" SOFFIT 7'-8" SOFFIT 21068 20 6 8 6068 SLD 3060 SH 3060 SH 20 4 0 S H 20 4 0 S H 3060 SH 3060 SH 4'-4" 4'-8"4'-8" 5'-8" 2'-6" 9'-0" 2'-2" 30 6 8 11'-8" 2'-8" 10'-0" 2'-0" 13'-4" 1'-0" 8'-0" 40'-8" 1'-0" 1'-8" 3'-6" 4'-0" 2'-6" 1'-6" 1'-6" 8'-0" 2'-4" 24'-0" 11'-0" 6'-0" 3'-2" 3'-6" 6'-2" 6'-2" 1/2" 20'-6"4'-0" 1'-6" DN 5 RISERS DN 1 1 R I S E R S DN 4 RISERS UP 1 6 RI S E R S 1/2" 13'-8"10'-4" 2'-0" 26'-0 1/2" 30 2 0 T R N . AB V 6010 TRN. ABV 2 B-A6.1C1 1 B-A6.1C1 1 B-A5.1 2 B-A5.1 DN AS REQ. CL COMMONWALL CL COMMONWALL 3'-6" 12'-4" 3'-2" 7'-0" 1'-8" 4'-4" 10'-0" 1'-0" 3 1/2" 3'-0" 10'-2" 10'-6 1/2" Deck Foyer 101 102 108 104 109 108 109 108 103 107 112 110 122 108 8'-0"16'-0" 7 1/2" 12'-1 1/2" 1'-3 1/2" 5'-3 1/2" 3'-7 1/2" 1'-0 1/2" 12'-4" 4" 6'-8" 3'-7 1/2" 1'-0 1/2" 7 1/2" 11'-3" 5'-5 1/2" 2'-0" 6'-8" 3'-5" 9'-5 1/2" 1'-5 1/2" 8" 3'-9 1/2" 3'-11" 3'-7 1/2" 2'-8" 12'-8" 3'-4" 7'-4 1/2" 2'-6" 6'-4 1/2" 8'-2 1/2" 12'-4" 3'-4 1/2" 3'-4" 3 1/2" 3'-7 1/2" 1'-0 1/2" 130 124 2068 TE M P 51'-4" 137 137 2x 6 W A L L 2x6 WALL 131 131 20 4 0 S H TE M P 6' - 6 " H . H . @ L A N D I N G TE M P 7' - 0 " H . H . @ F O Y E R 7' - 0 " H . H . @ F O Y E R 124 133132 150152 26'-0 1/2" 51'-4" 124 153 1'-8" 3'-8" 1'-8" 5 1/2" FU L L H E I G H T S T U D W A L L OR C A P @ T O P O F FO U N D A T I O N 9'-0" 5'-3 1/2" 154154 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. 9' - 0" CLG Family Foyer Porch 3'-5" 4'-0 1/2" 4'-6" 3'-10" 135 135 1'-10 1/2" 1'-11" 9'-0" 7'-5" 3'-1 1/2" 9' - 0" CLG Study3- S I D E D GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A1.1C1 07 / 2 3 / 1 8 MAIN FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Main Floor Plan Elevation - C1 REVISIONS MAPLE SCALE:1/4" = 1'-0" Optional Fireplace Partial Main Floor Plan SCALE:1/4" = 1'-0" Optional 3-Sided Fireplace/Study Partial Main Floor Plan KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS 8' - 0" CLG Bedroom 2 8' - 0" CLG Bedroom 3 8' - 0" CLG Bath 2 8' - 0" CLG Laundry 8' - 0" CLG W.I.C. 8' - 0" CLG Owner’s Suite 8' - 0 " C L G Ow n e r ’ s B a t h 26682668 50 6 8 S L D 5068 SLD 16 6 8 2868 2468 26 6 8 2468 24 6 8 2068 4040 SLD 2020 FX 30 5 0 S H 2020 FX 2020 FX 6'-10" 3'-10 1/2" 10'-8 1/2" 2'-11 1/2" 1/2" 13'-8"10'-4" 2'-0" 2'-4" 4'-8" 3'-4" 12'-8 1/2" 2'-4 1/2" 5'-10 1/2" 6'-7 1/2" 3'-2" 6'-5 1/2" 3'-5 1/2" 40'-8" 2'-8" 2'-10 1/2" 8'-2 1/2" 8'-0" 5'-4 1/2" 11'-1" 2'-8" 13'-10 1/2" 24'-5 1/2" 2'-4" 2'-2" 2'-6" 8 1/2" 3'-8 1/2" 2'-8" 2'-7" 5'-3" 4'-5" 7'-1"12'-3" 4'-8" 2'-0" 1/2" 19'-0"7'-0" 1'-10" 3'-10" 2'-4" 20 4 0 F X 20 4 0 F X 3050 SH3050 SH3050 SH 30 5 0 S H 3'-0" 10'-10 1/2" DN 16 RISERS 26'-0 1/2" 2 B-A6.1C1 1 B-A6.1C1 1 B-A5.1 2 B-A5.1 43'-4" 43'-4" CL COMMONWALL CL COMMONWALL 116 110 111111 110 111 111 113 122 122 122 118 107 119 122 122 2'-9 1/2" 4'-3 1/2" 2'-4" 9" 4'-2" 5'-0" 4'-8" 7'-5" 1'-8 1/2" 4'-4 1/2" 10'-6" 117 3'-7" 4'-5" 124 36"x48" 133 133 26'-0 1/2" 141 32"x60" 2x6 WALL 13'-1" 11 1/2" 1'-0 1/2" 16'-5" 9'-2" 8 1/2" 133 123 152 150 151 152 152 151 150 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. GENERAL BASEMENT PLAN NOTES: * ALL UNDIMENSIONED PARTITIONS ( ) ARE 3 1/2" ROUGH UNLESS NOTED OTHERWISE. * IF MAIN FLOOR FRAMING IS TO BE INSTALLED BEFORE CONCRETE FLOOR, PROVIDE THE FOLLOWING: ** AT PAD FOOTINGS, PROVIDE 8"x8" CONCRETE PEDESTAL FLUSH WITH CONCRETE FLOOR FOR ATTACHMENT OF POST BASE ** AT CONTINUOUS FOOTINGS UNDER FRAMING BEARING WALLS, PROVIDE 6" WIDE CONTINUOUS CONCRETE STEM, TOP OF STEM FLUSH WITH CONCRETE FLOOR & CENTERED ON FOOTING. * ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS NOTED OTHERWISE. * ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE. * WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS MEETS ALL EMERGENCY EGRESS REQUIREMENTS. * ALL ELECTRICAL AND MECHANICAL EQUIPMENT, METER LOCATIONS, ETC SHALL BE CONFIRMED BY MECHANICAL AND ELECTRICAL CONTRACTORS. CONTRACTORS SHALL COORDINATE WITH BUILDER PRIOR TO RELOCATION OF EQUIPMENT AND METERS. * ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSS UNLESS NOTED OTHERWISE. * TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. * FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. * TYPICAL WINDOW HEAD HEIGHTS SHALL BE 7'-0" A.F.F. (U.N.O.) www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A2.1C1 07 / 2 3 / 1 8 UPPER FLOOR PLAN-C1 SCALE:1/4" = 1'-0" Upper Floor Plan Elevation - C1 REVISIONS MAPLE KEYNOTES: FLOOR PLAN 101 SINK W/ GARBAGE DISPOSAL. 102 DISHWASHER. 103 REFRIGERATOR. 104 RANGE W/ HOOD/MICRO. 107 PANTRY SHELVES PER BUILDER SPEC. 108 BASE CABINETS. 109 UPPER CABINETS. 110 WATER CLOSET. 111 LAV. SINK. 112 PED. SINK. 113 SHOWER (SIZE PER PLAN). 116 TUB/SHOWER (SIZE PER PLAN). 117 LINEN SHELVES PER BUILDER SPEC. 118 WASHER. 119 DRYER. 121 LINE OF SHELF ABOVE. 122 ROD & SHELF. 123 ATTIC ACCESS (22"x30" U.N.O.). 124 HANDRAIL. 125 SOLID CORE DOOR W/ SELF CLOSER. 126 LINE OF OVERHEAD GARAGE DOOR IN OPEN POSITION. 127 PROVIDE 5/8" TYPE "X" GYPSUM BOARD IN GARAGE AS REQUIRED BY CODE. 128 SLOPE GARAGE FLOOR 1/8" PER FOOT TOWARD GARAGE DOOR OPENING. 130 LINE OF SOFFIT ABOVE (REFER TO EXTERIOR ELEVATIONS FOR HEIGHTS AND DETAILS). 131 GYPSUM BOARD SOFFIT (HEIGHT AS NOTED). 132 LINE OF FRAMING ABOVE. 133 LINE OF FRAMING BELOW. 135 PREFABRICATED FIREPLACE, GAS (NON-WOOD BURNING) AS SPECIFIED BY BUILDER. 137 42" HIGH EXTERIOR GUARDRAIL W/ BALUSTERS TO BE SPACED SUCH THAT 4" SPHERE CANNOT PASS BETWEEN BALUSTERS. 141 2x4 HALF WALL @ 42" A.F.F. W/ WOOD CAP. 144 WINDOW SEAT (HEIGHT AS NOTED) 146 WINDOW WELL AS SPECIFIED BY BUILDER 147 LINE OF DECK ABOVE. 150 TOILET PAPER HOLDER 19" MIN A.F.F. 151 TOWEL BAR 48" A.F.F. 152 TOWEL RING 48" A.F.F. 153 OPEN SHELVING PER BUILDER SPEC. 154 PRIVACY WALLS AS REQUIRED PER OWNER AND SITE CONDITIONS MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-1 1/8" 10" 9'-1 1/8" 11 1/2" 8'-8" 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 207 213 214 207 201 223210 9 AD.2 3 AD.1 3 AD.2 11 AD.2 PORCH STOOP PORCH PLATE 10'-0" 3'-10 1/2" 214 9'-3" PRECAST COLUMN, PER MANUFACTUERERS SPECS 213 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 10" 12" 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 201 223 210 9 AD.2 3 AD.1 1 AD.2 5 AD.2 223 211 8 AD.2 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-1 1/8" 10" 9'-1 1/8" 11 1/2" 8'-8" 6" 12"6" 12" 6" 12" 6" 12" 10" 12" 203 201 214 223 211 223 210 3 AD.1 9 AD.2 1 AD.2 8 AD.2 www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A3.1C1 07 / 2 3 / 1 8 EXTERIOR ELEVATIONS-C1 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C1 SCALE:1/8" = 1'-0" Right Elevation REVISIONS MAPLE KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-1 1/8" 10" 9'-1 1/8" 11 1/2" 8'-8" L COMMONWALLC L COMMONWALLC 203 201 207 223 210 213 207 3 AD.1 9 AD.2 3 AD.2 204 11 AD.2 207 214 PORCH STOOP PORCH PLATE 10'-0" 3'-10 1/2" 213 PRECAST COLUMN, PER MANUFACTURERS SPECS 213 MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 10" 12" 10" 12" L COMMONWALLC L COMMONWALLC 203 9 AD.2 1 AD.2 5 AD.2 201 223 3 AD.1 223 8 AD.2 211 210 CONSTRUCTION ASSEMBLIES: T THE FOLLOWING KEYNOTES REFERENCE THE SYMBOLS AS SHOWN ON PLANS A. ROOF CONSTRUCTION: COMPOSITION ROOF SHINGLES ON UNDERLAYMENT ON ROOF SHEATHING ON ROOF FRAMING MEMBERS (AS NOTED ON FRAMING PLANS). CEILING: 5/8" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER WITH INSULATION ABOVE. B1. TYPICAL SIDING WALL CONSTRUCTION: SIDING ON WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. B2. TYPICAL STONE VENEER WALL CONSTRUCTION: ADHERED SYNTHETIC STONE VENEER (INSTALLED PER MFR'S SPECS.) OVER WATER RESISTANT BARRIER ON EXTERIOR WALL SHEATHING ON 2x4 STUDS, 16" O.C. OR 2x6 STUDS, 24" O.C. W/ INSULATION IN CAVITIES. INTERIOR: 1/2" GYPSUM BOARD OVER MOISTURE VAPOR RETARDER. C. TYPICAL FLOOR CONSTRUCTION: FINISHED FLOORING ON 3/4" FLOOR SHEATHING ON FLOOR FRAMING AS NOTED ON STRUCTURAL DRAWINGS. MAIN FLOOR CEILING: 1/2" GYPSUM BOARD. D. CONCRETE SLAB CONSTRUCTION: 4" CONCRETE SLAB OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER 4" MINIMUM GRANULAR FILL. MAIN FLOOR MAIN PLATE UPPER FLOOR UPPER PLATE T.O.F. BASEMENT FLOOR 8'-8" 11 1/2" 9'-1 1/8" 10" 8'-1 1/8" 6" 12"6" 12" 6" 12" 6" 12" 5" 12" 203 201 214 223 211 213 207 3 AD.1 8 AD.2 1 AD.2 GENERAL EXTERIOR ELEVATION NOTES: * GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. * PROVIDE ROOF AND SOFFIT VENTS AS SPECIFIED BY BUILDER. * PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. www.bsbdesign.com 4601 Westown Parkway, Suite 208 West Des Moines, Iowa 50266 515 273 3020 JOB NO: DRAWN: PROJ MGR: CHECKED: IS S U E D A T E : TH E S E P L A N S A N D S P E C I F I C A T I O N S A R E PR O T E C T E D U N D E R F E D E R A L C O P Y R I G H T L A W S . © B S B D E S I G N M A I N T A I N S O W N E R S H I P O F S U C H AN D A L L R I G H T S A N D P R I V I L E G E S . O'B r i e n H o m e F a r m D u p l e x U p h i l l L o t So u t h B u r l i n g t o n , V e r m o n t MS160443.00 JS JM JM B-A3.1C2 07 / 2 3 / 1 8 EXTERIOR ELEVATIONS-C2 SCALE:1/4" = 1'-0" Front Elevation SCALE:1/8" = 1'-0" Rear Elevation Elevation - C2 SCALE:1/8" = 1'-0" Right Elevation REVISIONS MAPLE KEYNOTES EXTERIOR ELEVATION 201 ROOFING PER BUILDER SPEC. 203 6" LAP SIDING. 204 SHAKE SIDING. 207 PANEL SIDING. 210 ALUMINUM WRAPPED 2x8 FASCIA. 211 ALUMINUM WRAPPED 2x8 RAKE. 213 5/4x4 TRIM. 214 5/4x6 TRIM. 215 5/4x8 TRIM. 217 5/4x12 TRIM. 223 5/4x6 FRIEZE TRIM. OLD FARM ROAD MA B E L W A Y MA B E L W A Y MABEL WAY LEO LANE OL D F A R M R O A D O ' B R I E N F A R M R O A D O'B R I E N F A R M R D E A S T BARN ROAD POTASH ROAD 8' MIN 8' MIN 8' MIN 8' MIN X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X L101 L104A L105 L104B L102 L107 L108A L108B L115 L116 L117 L118 L119 L120 L114L113L112L111 L109 L110 L103A L103B L106 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB OVERALL SITE PLAN 1"=100' L100 SCALE OF FEET 1000100 200 SCALE OF FEET MA T C H L I N E - S E E I N S E T B E L O W FO R S H E E T L 1 0 6 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RE-SUBMITTAL 11.30.23 O L D F A R M R O A D DA N I E L D R I V E MA B E L W A Y L302 1 PC G 4 2 5 . 8 PC G 4 2 4 . 0 PC G 4 2 6 . 2 PC G 4 2 3 . 6 PC G 4 2 5 . 9 PC G 4 2 5 . 0 PC G 4 2 3 . 1 PCG 424.6 PCG 425.5PCG 426.3 PCG 426.4 PCG 426.4 42 4 CONSERVATION MIX L A W N L A W N L A W N L A W N L A W N P L A Y F I E L D L A W N C O N S E R V A T I O N M I X O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE 2-AR 1-QR 2-UA 1-AR 1-AR 3-QR 1-UA 2-NS 1-AR 1-GT 2-CO 2-QR 1-GT 2 - UA 1-CO 1-AFC 1-AFC 1-UA 1-NS 1-GT 37-TO 7-SP 5-IV 9-SP 5-IV 1-IVJ 1-MSC 1-MSC 3-MSC 2-AC 1-AC 3-IVJ 1-MSC 1-PM 1-PG 1-PG 1-NS 12-TO 1-AG 12-AL 12-AU 8-DF 11-SN 3-PE 8-SO 4-SB 3-HA 1-CSI1-VJ3-SX 9-EP 9-NP 9-NP 21-LM 1-CSI 1-AG 3-PE 8-AW 3-AT 3-HA3-PE 8-SO 11-SN 3-RZZ 1-VJ 3-AT 7-AFC 1-MSC TYPICAL UTILITY SCREENING 1-PG 5-SX 10-AW LIMIT OF PHASE I CONSTRUCTION BOULDER RETAINING WALL 1-GT 1-NS 1-AR 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL 1-JVS 6-PGL 14-JVL 1-PGS 1-PGS 3-PGL 3-JC 3-JC 1 JVS1-AA 1-AA 1-PGS 20-CAK 20-CAK1-JVS 78 RA 3-NS 16-IV 1-IVJ 5-RZZ 5-SX 1-PM 1-MSC 1-CV 1-VJ 17-NP 3-HA 1-CV 1-AG 7-TO 12-CSA PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"=20' L101 SCALE OF FEET 20020 40 MATCHLINE - SEE SHEET L106 MA T C H L I N E - S E E S H E E T L 1 0 2 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 2 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 06.28.23 6 CITY RESUBMITTAL 11.30.23 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS O L D F A R M R O A D LEO LANE L302 1 PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.0 PCG 418.4 PCG 419.4 PCG 420.0 PCG 417.2 S N O W 4 2 2 4 2 1 423 42 3 42 4 420 419 421 42 2 42 3 42 4 L A W N C O N S E R V A T I O N M I X P L A Y F I E L D L A W N L A W N L A W N FOR SEED MIXES SEE SHEET L300 PLANTING DETAILS L A W N L A W N SEE SHEET ENLARGEMENT PLAN L200 FOR MORE DETAIL O P E N S P A C E P O T E N T I A L C I T Y O W N E D O P E N S P A CE 3-PG 1-PA 2-PA2-QR3-CAS 3-PF 2-CAN 11-PF 3-PF 15-POL 1-AC 1-AC 1-AC 15-AMA 1-PM 35-TO 2-CC 3-PA 1-CA 2-AR1-GT 3-GT 1-AR1-AR 3-UA 2-CO 3-QR 2-GT1-AR 2-UA 3-CO1-QR 2-NS 2-AR 1-QR 1-NS 1-NS 2-UA 2-AR 2-AR 1-GB 1-GB 2-QP 3-GT 1-GT 1-CO 2-CO 1-QR 1-QR 2-NS 1-AR 2-AF 2-PS 2-PM 5-AFA 1-GT1-GT 4-AFE 1-PG 1-CA1-AC1-PM 1-PM1-CA1-CA1-CC1-CC1-AC1-AC1-PM 7-DL 7-DL 7-DL 2-AC 10-PVN 10-PVN 1-CC27-CAK1-PM27-CAK5-POL 6-CAN 48-PVN 11-POL 1-CA 1-CC 1-PM 1-AC 1-CA 1-CC 1- PM 1-AC 1-AC 1-CA 1-AF 4-SM 7-SM 7-SM TYPICAL UTILITY SCREENING 9-SM 6-AMA 7-CAN 8-SM 7-SM 7-AMALIMIT OF PHASE ' CONSTRUCTION BITUMINOUS CONCRETE PER CIVIL ADA ACCESSIBLE ROUTE - SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL 3-CAN 3-PF 15-CAK20-CAK 5 PGS 1 JVS 3 AA 37 RA 3-PGL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L102 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 3 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 3 MATCHLINE - SEE SHEET L107 MA T C H L I N E - S E E S H E E T L 1 0 1 MA T C H L I N E - S E E S H E E T L 1 0 1 CONCRETE WALK, TYP. 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 06.08.23 6 CITY RESUBMITTAL 11.30.23 O L D F A R M R O A D PCG 397.5 PC G 3 9 7 . 7 PC G 3 9 8 . 5 PC G 4 0 0 . 8 PC G 4 0 1 . 5 399 399 400 398 39 7 3 9 7 3 9 8 39 6 396 395 39 4 39 3 39 2 39 1 390 389 388 387 386 385 38 8 38 9 39 0 39 1 392 393 394 395 387 386 386 387 386 385 384 384 387 388 389 390 391 400 383 383 L302 1 L A W N NATURAL PLAY AREA 4-SB 4-HAI9-AW 5-AM 9-SN 3-FM 5-HAI 3-VJ 5-SX4-LM 8-CA 5-NP 3-FM 7-SB 3-VJ 6-AW 4-AM 6-SN 5-HAI 7-SHT 1-MSC 1-PM 1-AG 1-AG 1-CV 1-PM 1-MSC 1-MSC 1-PM 1-AG 1-CV 7-SR 1-GT 11-SM 1-CO 1-AR 1-AR 1-NS 2-GT 2-CO 1-CO 2-GT 2-AR 1-AR 3-QR 2-GT 1-CO 3-TS 2-PG 3-TS 1-PG 1-QR 2-PM 9-AFC 1- AG 1-AG 3-GT 1-CV 2-PAE 1-PAE 1-PAE 2-GT 2-PG 4-AFA GRAVEL WETLAND SHRUB MIX 6-BN 1-LT 1-PM 1-PA 2-PS 9-SHT 1-NS TYPICAL UTILITY SCREENING LIMIT OF PHASE I CONSTRUCTION 13-SHT 14-SHT 1-BN5-CSF 2-IVJ 5-AMA 9-CSF 1-AC 3-IV 6-AMA 1-IVJ 7-CSF 5-IV 1-BN 6-AMA 4-CSF 6-CSF 1-IVJ 5-AMA 1-BN 3-IV 5-CSF 5-CSF 1-AC 3-IV 2-IVJ 1-BN GRAVEL WETLAND SHRUB MIX GRAVEL WETLAND SHRUB MIX CONSERVATION MIX 6-CSF 11-AMA 6-AMA 2-IV 1-PS3-IV 1-AC 1-AC ADA ACCESSIBLE ROUTE ADA SPACE MULTI-USE PATH 3% SIDEWALK LEVEL TO BENCHES BITUMINOUS CONCRETE PER CIVIL 10' CLEAR ZONE, KEEP FREE OF 10' CLEAR ZONE, KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS 10' CLEAR FOR MAINTENANCE ACCESS CLEAR FOR CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL CONCRETE SIDEWALK PER CIVIL 4-SR PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L104ASCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 5 MA T C H L I N E - S E E S H E E T L 1 0 3 B MATCHLINE - SEE SHEET L04B MA T C H L I N E - S E E S H E E T L 1 0 3 B MA T C H L I N E - S E E S H E E T L 1 0 5 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS MATCHLINE - SEE SHEET L04B 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RESUBMITTAL 11.30.23 MA B E L W A Y DA N I E L D R PCG 398.0 PCG 400.0 PCG 403.25 PCG 409.5 PC G 4 2 1 . 5 PC G 4 1 8 . 2 PC G 4 2 0 . 8 PC G 4 1 7 . 8 P C G 4 1 5 . 8 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 0 3 . 8 PC G 4 0 1 . 8 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PC G 4 0 3 . 8 PC G 4 0 1 . 2 5 X X X X X X X X X X LAWN CONSERVATION MIX LAWN LAWN LAWN LAWN LAWN LAWN 2 - UA 1-GT LIMIT OF PHASE I 1-GT 2-QR 1-CO 1-GT 1-AR 1-AR 1-UA 1-UA 1-UA 1-GB 1-GB 1-NS 1-NS 1-NS 2-AR 3-CO 1-GT 2-GT 1-GT 2-AFC 1-AFC 2-NS 3-UA 1-UA 1-QR 2-QR 1-PM 1-BN 1-MSC 1-PM 5-POD 1-AFC 2-QR 1-NS 1-AR 1-UA 1-CO 2-AFC 1-QR 1-UA 1-MSC 1-CV 1-CV 1-AG 1-MSC 1-PM 1-CV 1-MSC 1-PM 1-AG 10-CAN 2-CV 1-MSC 1-BN 1-MSC 1-AG 3-PG 1-CV 2-AG 1-PG 3-BN 3-PS 1-AG 1-BN 1-PG 1-PS 2-CV 3-PA 1-AG 2-AR 2-BN 1-PM 1-MSC 1-CV 1-AG 1-MSC 1-BN 9-HP 1-BN 9-SP 1-CV 2-PM 1-CV 1-AG 1-PM 1-CV 1-CV 1-AG 1-MSC 5-RA 1-MSC 1-PM 9-CAN 1-MSC 5-POD 1-NS 2-NS TYPICAL UTILITY SCREENING CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL 1-CO 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS 1-CO BARN ROAD 1-PM 1-MSC 1-QR 6-SK 1-AG 1-CV 1-AG 1-CV 1-CSI 1-VD 1-CSI 1-VD 1-CSI 11-EP 13-NP 4-HP6-AU 14-DF 4-SX 6-SB 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 7-AU 12-DF 11-EP 13-NP 4-HP4-SX 4-SX 18-LM 13-NP 4-AT 11-AW 13-AL 10-AL 10-AL 10-AL 10-AL 1-AFC 15-HW 3-JVS1-JVL 3-TO 3-CSA 6' FENCE PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L106 SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L111 MATCHLINE - SEE SHEET L111 MA T C H L I N E - S E E S H E E T L 1 0 7 MATCHLINE - SEE SHEET L101 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 6 CITY RESUBMITTAL 11.30.2023 MABEL WAY PCG 410. 0 PCG 404.5 PCG 401.5 PCG 400.2 PCG 398.0 PCG 396.7 PC G 4 1 8 . 2 P C G 4 1 4 . 5 PC G 4 1 1 . 5 PCG 408.0 S N O W S N O W 18-RA SLEDDING HILL NOTE: SEE SHEET L200 FOR MORE DETAILED PLANTING AT COMMUNITY BARN CENTER LAWN LAWN LAWN 5' 15-AMA 8-GT 2-LT 1-LT 1-CV 1-CV INTEGRAL COLOR CONCRETE SCORED CONCRETE PAVING PER CIVIL BITUMINOUS CONCRETE PER CIVIL 3-PA 3-BN 2-NS 1-AFC 1-CV 3-PS 2-PA 2-PM 1-PA 2-BN 1-AS 3-PS 1-CO 2-AR 3-UA 1-AR 1-CO 2-QR 1-GT 1-QR 1-GT 3-AFC 3-NS 1-NS 2-UA 1-AFC 1-CO 2-CO 2-QR 1-AR1-AR 1-CO 1-SRS 1-BN 1-PM 1-CV 1-CA 1-BN 1-SRS 1-PM 6-VJ 6-FM 6-VJ 6-FM 1-CA 1-CV 1-PM 1-SRS 1-SRS 1-PM 1-CA 1-PM 1-SRS 1-CV 1-BN 1-CV 1-BN 1-SRS 1-CA 1-CA 1-CV 1-PM 1-BN 1-PM 1-SRS 1-BN 1-CV 1-CA 1-CV 1-SRS 1-BN 3-BN 7-VJ 1-SRS 3-VD 4-CSF 4-HVA 8-CAS 3-VD 3-CAS 5-CSF 6-CSF 4-HVA 3-HVA 7-CAS 2-VD 4-HVA 6-CAS 5-CSF 2-VD 6-CSF 3-VD 1-PM 5-CSF 4-HVA 3-CSF 1-PAE 21-TO 1-CA 5-SP 4-SP 1-CA 1-CO TYPICAL UTILITY TYPICAL UTILITY SCREENING CONCRETE WALK, PER CIVIL BIKE RACKS, TYP. ADA ACCESSIBLE ROUTE 7-PG 10' CLEAR ZONE OBSTRUCTIONS 10' CLEAR ZONE KEEP FREE OF VERTICAL OBSTRUCTIONS BITUMINOUS CONCRETE PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L107SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 6 MATCHLINE - SEE SHEET L111 MA T C H L I N E - S E E S H E E T L 1 0 6 MATCHLINE - SEE SHEET L102 MATCHLINE - SEE SHEET L112 MATCHLINE - SEE SHEET L112 MA T C H L I N E - S E E S H E E T L 1 0 8 B MA T C H L I N E - S E E S H E E T L 1 0 8 A BITUMINOUS CONCRETE PER CIVIL FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS 8' 10' 4 CITY RESUBMITTAL 11.30.23 MAB E L W A Y O'BR I E N F A R M R D E A S T EA S T V I E W L A N E EASTVIE W L A N E PC G 4 1 2 . 5 PCG 4 1 2 . 5 PCG 4 1 0 . 3 PCG 40 8 . 2 PCG 4 1 2 . 3 PCG 4 1 0 . 7 PCG 3 8 5 . 0 PCG 3 8 5 . 5 PCG 3 8 6 . 0 PCG 3 8 6 . 9 PCG 3 8 7 . 8 PCG 3 8 7 . 1 PCG 3 8 7 . 3 379 379 378 379 LAWN CONSERVATION L A W N L A W N SEE SHEET L202 FOR PLAYGROUND ENLARGEMENT PLANS WITH FURTHER DETAIL PLAYGROUND 1-AR 2-PG 3-PA 1-AR 2-AR 2-QR 1-QR 3-UA 1-UA 2-AFC 1-AFC 1-AS 2-AS 3-AS 1-PM 1-CV 1-AG 2-AG 3-PG 2-PS 1-PS 1-PA 1-PA 2-BN 4-QR 2-UA 2-QR 1-UA 1-GB 1-AFC 1-GB 3-AFC 3-NS 1-GB 1-NS 2-GT 2-GT 2-CO 2-AR 2-CO 1-CA 1-BN 2-AG 1-PM 1-CC 2-CV 1-CC 1-CV 1-AG 1-PM 1-CA 8-VD 13-POB 1-CA 6-CSF 1-PM 1-CC 1-PM 1-CC 1-CV 2-BN 1-CC 1-BN 1-AG 1-AG 1-CA 1-BN 1-CC 1-AG 1-CC 18-CAK 7-RA 18-CAK 7-RA 18-CAK 7-RA 18-CAK 1-UA 13-POB 1-CA 1-NS LIMIT OF PHASE I CONSTRUCTION TYPICAL UTILITY SCREENING BOULDER RETAINING WALL REINFORCED ACCESS DRIVE PER CIVIL SEATWALL 1-GT 1-GT 1-GT ADA ACCESSIBLE ROUTE SIDEWALK GRADE 5% OR LESS BITUMINOUS CONCRETE PER CIVIL CONCRETE WALK PER CIVIL CONCRETE WALK PER CIVIL PLANTING NOTES 1.All plant material in the plant schedule shall be nursery grown in accordance with ANSI in accordance with Z.60.1 Standards for measurement of nursery stock. 2.All plants shall be guaranteed by the Contractor for a period of one year from date of receipt of Provisional Acceptance of the completed installation by the Owner. 3.Replacement plantings will be required prior to Final Acceptance for any plants which are missing, not true to specifications, have died or are unhealthy or uncharacteristic of the species (due to excessive pruning, dieback or other reasons). 4.All plant materials shall be selected and tagged at the nursery by Landscape Architect. 5.The Landscape Architect's approval is required for any plant material substitutions. 6.The Contractor is responsible for immediately notifying the Landscape Architect if any plant quantity discrepancies exist between the planting plan and the plant list. 7.All shrubs and trees will be sprayed with the anti-desiccant "Wilt-Pruf" ( or approved equal) prior to the first Winter (no later that November 30). 8.The Landscape Contractor shall have the General Contractor locate all underground utilities in areas to be landscaped prior to commencing any excavation. Adjustments to tree locations will be allowed where utility conflicts are clearly a problem and with prior site approval by Landscape Architect. 9.All plant bed, shrub and tree location shall be staked in the field by Contractor for Landscape Architects approval prior to installation. 10.Adjustments to plant beds shall be approved by Landscape Architect. 11.General Contractor is responsible for all erosion control measures during construction. 12.All disturbed areas are to be topsoiled and seeded or sodded, as indicated in the planting plan. 13.Mulch shall consist of double-shredded hardwood mulch or approved equal and Contractor is responsible for providing samples of mulch to Landscape Architect. Mulch plant materials as shown on plan and details. 14.It is the intent of this contract to avoid any disturbance to existing trees or shrubs on site other than those specifically designated for transplant or removal. 15.Liquidated damages for trees damaged by construction operation shall be $500 per caliper inch. Shrubs shall be $100 each. 16.During construction, and until the end of warranty period, existing trees that are showing signs of stress as determined by the Landscape Architect are to be deep root fertilized, two injections per caliper inch per tree at 18" - 24" depth with Peter's 20/20/20 fertilizer or Landscape Architect approved equal. 17.Contractor is responsible for verifying and confirming all plant counts as supplied by the Landscape Architect with field conditions as constructed. Any discrepancies shall be reported to Landscape Architect for approval and direction. 18.Tree transplanting shall be performed by a suitable hydraulic tree spade, sized as necessary to perform the work. 19.Prior to commencement of any construction, all existing trees to remain shall receive tree protection fence at outer edge of dripline whenever possible. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2020 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE HILLSIDE @ O'BRIEN FARM EASTVIEW PHASE OLD FARM ROAD & KENNEDY DRIVE SOUTH BURLINGTON, VT 039 430 Warren Street Hudson, NY 12534 PL O T D A T E : 11 / 3 0 / 2 0 2 3 1 1 : 1 5 A M 1 ACT 250 SUBMISSION 09.21.2022 2 CITY RE-SUBMITTAL 10.21.2022 3 01.20.2023CITY RE-SUBMITTAL 04.01.2022 CO / EB PLANTING PLAN 1"= 20' L109SCALE OF FEET 20020 40 MA T C H L I N E - S E E S H E E T L 1 0 8 B MATCHLINE - SEE SHEET L113 MA T C H L I N E - S E E S H E E T L 1 0 8 A MATCHLINE - SEE SHEET L113 MATCHLINE - SEE SHEET L114 MATCHLINE - SEE SHEET L114 MA T C H L I N E - S E E S H E E T L 1 1 0 MA T C H L I N E - S E E S H E E T L 1 1 0 MATCHLINE - SEE SHEET L104B MATCHLINE - SEE SHEET L104B 4 ACT 250 RESUBMITTAL 01.20.23 5 CITY RE-SUBMITTAL 11.30.2023 FOR SEED MIXES REFER TO SHEET L300 PLANTING DETAILS HILLSIDE @ O'BRIEN FARM - EASTVIEW KENNEDY DRIVE, KIMBALL AVENUE, & OLD FARM ROAD DECEMBER 8, 2023 Ke n n e d y D r i v e Hin e s b u r g R o a d Old Farm Road Kim b a l l A v e n u e Wil l i s t o n R o a d SOUTH BURLINGTON, VERMONT 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C14 C13 C16 C17 C18 C15 C16.1 C5.1 C8.1 C2.1 C18.2 C18.1 C19 C7.1 T i l l e y D r i v e Eldredge Str e e t C6.1 N35 ° 5 7 ' 4 1 " E 125. 7 6 ' N36°05'48"E 118.70' N53°46'36"W 21.69' N8 2 ° 0 5 ' 2 2 " W 59 . 1 8 ' N8 5 ° 5 3 ' 2 6 " W 85 . 9 2 ' N36° 1 3 ' 5 5 " E 142. 9 6 ' N22°01'37"W 40.98' N35° 3 4 ' 4 5 " E 64.53 ' N53 ° 3 3 ' 1 7 " W 75. 7 5 ' S36°26'43"W 36.12' N53°54'12"W 61.41' N53 ° 5 4 ' 1 2 " W 125 . 6 3 ' S54 ° 0 2 ' 1 9 " E 159 . 3 8 ' S54 ° 0 2 ' 1 9 " E 132 . 1 8 ' L=108.67' R=130.00' S53°06'12"E 17.07' L=43.52' R=130.00' S77°03'07"E 105.54' N69°24'34"E 43.32' L=81.95' R=70.00' S53°06'12"E 17.07' S86°38'32"E 77.35'N85°53'24"W 16.77' O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way,see Map Reference #2 O-IP1 not on Right of Way,see Map Reference #2 O-IP5 not on Boundary Line, see Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' widealong Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to bereduced along Lot 20 frontage S07°55'21"W 108.61' N8 2 ° 0 4 ' 2 2 " W 20 6 . 9 7 ' S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57 ' 1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 " W 8 2 . 7 0 ' N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=98.37' R=275.00' S81°04'00"E 97.85' S7 0 ° 4 9 ' 0 8 " E 18 3 . 6 9 ' S80°37'24"W 48.39' N54 ° 0 2 ' 1 9 " W 104 . 7 6 ' S83°52'10"E 65.20' S4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' S07°00'57"W 118.98' S07°00'57"W 229.53' N36° 2 7 ' 2 5 " E 227. 6 9 ' N45 ° 0 1 ' 0 5 " W 124 . 7 4 ' N31° 1 4 ' 4 7 " W 89.12 'N31°14'47"W 26.08' N23°5 6 ' 3 3 " W 67.77 ' N50 ° 3 6 ' 3 8 " W 176 . 2 4 ' N8 5 ° 5 3 ' 2 6 " W 97 . 2 0 ' N8 5 ° 5 3 ' 2 6 " W 15 7 . 7 6 ' S05°51'36"W 148.81' S05°51'36"W 89.96' S05°51'36"W 123.14'N7 2 ° 5 8 ' 0 5 " W 64 . 0 4 ' N07°37'09 " W 139.06' S8 1 ° 1 8 ' 5 1 " W 3 7 6 . 2 4 ' N40 ° 0 8 ' 5 6 " E 344. 8 8 ' N40 ° 0 8 ' 5 6 " E 86.5 4 ' L=35.04' R=1660.00' L=50.00' R=1660.00' L=117.76' R=1660.00' N33° 0 8 ' 5 6 " E 99.35 ' N33°0 8 ' 5 6 " E 55.03 ' L=210.91' R=167.00' N8 0 ° 5 9 ' 5 1 " W 60 . 5 0 ' N80°59'51"W 11.19' N23°19'06"E 39.74' N23°19'06 " E 106.18'N05°05'47"E 143.93' N08°44'38"E 457.62' N06°59'30 " W 371.47' N4 5 ° 3 7 ' 4 4 " E 15 6 . 6 7 ' N4 5 ° 3 7 ' 4 4 " E 250 . 7 8 ' N45°37'44"E 60.00' N4 5 ° 3 7 ' 4 4 " E 258 . 7 6 ' N4 9 ° 3 5 ' 0 8 " E 10 7 . 2 8 ' N4 9 ° 3 5 ' 1 0 " E 59 5 . 7 7 ' S54 ° 2 5 ' 1 4 " E 97. 3 2 ' S54°25'14"E 13.09' S54 ° 2 5 ' 1 4 " E 111 . 1 2 ' S32° 2 3 ' 4 4 " E 122.0 1 ' S8 8 ° 3 1 ' 3 3 " E 21 7 . 9 0 ' N7 0 ° 1 7 ' 0 7 " W 70 . 5 8 ' N19°42'53"E 52.75' N19°42'53"E 85.11' S 7 4 ° 2 3 ' 5 2 " W 1 5 6 . 6 2 ' S4 2 ° 5 0 ' 3 6 " W 378 . 9 2 ' N27° 3 0 ' 2 4 " W 93.92 ' N53°06'12"W 55.58' N32°23'41"W 29.59' N32°23'46"W 45.77' S44 ° 2 0 ' 1 8 " E 105 . 2 0 ' L=78.05' R=280.00' S28°22'01"E 45.67' S28° 2 2 ' 0 1 " E 51.43 ' L=82.06' R=220.00' S49 ° 4 4 ' 1 5 " E 90.7 4 ' N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°21'09"E 77.80' S39°03'08"E 81.58' S44 ° 2 0 ' 1 8 " E 105 . 1 7 ' L=61.33' R=220.00' S28° 2 2 ' 0 1 " E 97.10 ' L=104.44' R=280.00' S49 ° 4 4 ' 1 5 " E 90. 7 4 ' S40 ° 1 5 ' 4 5 " W 244 . 6 0 ' S40 ° 1 5 ' 4 5 " W 129 . 6 7 ' L=613.88' R=980.00' S04°22'20"W 29.39' L=219.94' R=227.00' N43°04'58"E 211.44' N22°19'03"E 603.89' N35 ° 4 0 ' 1 3 " E 265.0 1 ' S36°21'09"E 61.13' S39°03'08"E 103.83' L=158.39' R=222.00' N83°40'45"E 4.61' L=44.04' R=170.00'S81°28'43"E 47.75' L=66.35' R=120.00' L=63.43' R=120.00' N12°30'26"E 239.82'L=214.33' R=830.00' N02°17'17"W 40.50'L=99.48' R=170.00' N31°14'28"E 50.20' L=77.25' R=180.00' N06°39'06"E 123.57' L=85.06' R=145.00'N40 ° 1 5 ' 4 5 " E 141. 3 8 ' L=3.99' R=100.00' L=36.72' R=100.00' L=28.91' R=100.00' L=87.46' R=100.00' N49 ° 4 4 ' 1 5 " W 121 . 6 2 ' N40 ° 1 5 ' 3 4 " E 129. 9 8 ' L=109.43' R=370.00' N57°12'09"E 10.09' N59°49'09"E 48.86' N48°43'47"E 109.03' S33°44'47"E 38.50' S21°5 6 ' 5 6 " E 140.78 ' S39 ° 5 6 ' 0 4 " W 253. 1 4 ' N24°40'54"W 84.70' L=192.93' R=167.00' N04°22'20"E 73.35' L=576.29' R=920.00' N40 ° 1 5 ' 4 5 " E 122. 5 2 ' N40 ° 1 5 ' 4 5 " E 251. 7 6 ' S49 ° 4 4 ' 1 5 " E 121 . 6 2 ' L=62.83' R=40.00'S40 ° 1 5 ' 4 5 " W 141. 3 8 ' L=71.83' R=205.00'L=48.42' R=205.00' S06°39'06"W 123.57' L=51.50' R=120.00' S31°14'28"W 50.20' L=134.59' R=230.00' S02°17'17"E 40.50' L=198.84' R=770.00' S12°30'26"W 239.82' L=90.07' R=60.00' N81°28'43"W 47.75' L=20.04' R=230.00' L=39.54' R=230.00' S83°40'45"W 53.96' N49 ° 4 4 ' 1 5 " W 78.9 2 ' N49°44'15"W 10.59' N49 ° 4 4 ' 1 5 " W 84. 5 7 ' N30°13'27"E 71.47' S04°44'15"E 56.57' N13°25'07"E 48.31' N23°27'25"E 83.85' S7 5 ° 0 0 ' 3 6 " E 83 . 4 0 ' N06°52'33"E 60.66'N18°47'00"E 306.64' N30°0 4 ' 2 5 " E 355.27' N22°19'03"E 566.92' S21°04'56" W 308.15' S11°20'40"W 675.39' S88°36'15"W 39.49' N83°58'29"W 20.03' S33°08'56"W 5.00' L=117.72' R=162.00' N75°30'12"W 115.15' N18°34'09"W 197.17' N50°42'27"E 182.38' S18°56'47"W 51.11'S14°28'35"W 132.68' S05°06'35"W 198.28' S55°30'51"W 81.85' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' S36°53'48"W 60.16' S07°00'57"W 240.83' S04°23'01"W 70.54' S13°51'11"W 191.41' S04°32'27"W 211.41' S16°04'57"W 73.15' N08°39'17"E 28.81' S8 2 ° 5 0 ' 5 8 " E 19 7 . 5 6 ' N40 ° 1 5 ' 3 4 " E 129. 9 7 ' N59°49'09"E 50.23' N 5 9 ° 4 9 ' 0 9 " E 1 8 4 . 3 5 ' L=127.17' R=430.00' N57°12'09"E 11.46' N48°43'47"E 126.71' N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' N05°51'00"W 39.56' S8 1 ° 1 8 ' 5 1 " W 23 7 . 7 9 ' N51°50'56"W 34.81' L=44.16' R=27.50' N35°10'52"E 117.74' N39°32'39"E 35.04' S08°41'18 " E 291.92' N14°28'35"E 98.07' N18°56'47"E 76.66'N05°06'35"E 213.73' N27°38'56"E 62.69' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' S 5 9 ° 2 5 ' 2 9 " W 8 1 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47' N8 3 ° 0 4 ' 0 5 " W 15 6 . 2 7 ' S45 ° 0 6 ' 1 1 " E 117 . 4 4 ' S45 ° 0 6 ' 1 1 " E 41.0 7 ' S53 ° 2 2 ' 1 2 " E 149 . 8 1 ' N30° 3 4 ' 0 0 " W 125. 9 4 ' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S7 8 ° 3 7 ' 4 1 " E 20 0 . 1 2 ' S7 8 ° 3 7 ' 4 1 " E 19 9 . 8 8 ' S7 8 ° 3 7 ' 4 1 " E 40 0 . 0 0 ' S11°22'19"W 300.02' S11°20'30"W 120.85' S11°20'30"W 208.09' S11°20'30"W 79.45' S11°20'30"W 25.46' S7 7 ° 2 0 ' 4 0 " E 26 5 . 6 8 ' S11°20'30"W 40.72' N7 7 ° 2 0 ' 4 0 " W 26 4 . 5 3 ' N78°45'48"E 101.26'S78°45'48"W S11°27'20"W 162.60' S 6 4 ° 5 0 ' 0 6 " W 7 6 . 2 5 ' N7 8 ° 0 1 ' 3 5 " W 25 9 . 3 6 ' L=116.26' R=325.00' N7 0 ° 4 9 ' 0 8 " W 15 1 . 9 5 ' S09°28'36"W 97.08' S11°50'17"W 150.05' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 ' S54 ° 2 5 ' 1 4 " E 116 . 5 6 ' S54 ° 2 5 ' 1 4 " E 164 . 4 4 ' S7 7 ° 3 6 ' 4 0 " E 10 7 . 1 9 ' N04°58'50" W 324.19' N14°54'51"E 44.06' N12°23'20"E 191.04' N04°32'24"E 233.92' N13°51'53"E 311.80' N07°30'50"E 334.38' N82°40'51"E 65.51' S88°53'59"E 43.91' S75°42'39"E 155.06' N38°04'35"E 50.00' N30° 5 5 ' 5 6 " W 92.1 4 ' N57°00'01"W 118.65' S 8 3 ° 5 1 ' 5 3 " W 10 8 . 3 9 ' S83°51'53"W 14.30' N12°00'00"W 113.56' N30° 5 5 ' 5 6 " W 92.1 4 ' L=77.35' R=85.00' N57°00'01"W 74.70' N06°55'56"E N06°58'44"W 156.27' N06°50'20"W N39°07'11"E 3.99' N27°27'23"E 36.52' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14' S 8 3 ° 5 1 ' 5 3 " W 2 2 2 . 4 5 ' L=115.65' R=175.00' Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide Residential 12 Zoning Co m m e r c i a l 1 - L R Z o n i n g Residential 1-PRD Zoning Re s i d e n t i a l 1 2 Z o n i n g Residenti a l 1 2 Z o n i n g Residentia l 1 - P R D Z o n i n g Co m m e r c i a l 1 - L R Z o n i n g S11°20'30"W 151.11' S11°20'30"W 92.53 N85°53'24"W 16.77' N85°53'26"W 33.17' N07°14'46"E 122.00' N 6 9 ° 4 9 ' 5 9 " E 6 8 . 3 4 ' S14°48'45"W 158.11' SEE SHEET PL-2 FOR BOUNDARY INFORMATION ON LOTS LOCATED EAST OF OLD FARM ROAD LAURENTIDE LANE LAURENTIDE LANELEDGE WAY LEDGE WAY SPLIT ROCK COURT SPLIT ROCK COURT LEO LANE LEO LANE · · · N8 5 ° 5 3 ' 2 6 " W 85 . 9 2 ' N8 3 ° 0 3 ' 5 9 " W 15 6 . 4 3 ' S53 ° 0 6 ' 1 2 " E 98. 8 1 ' S52 ° 1 6 ' 2 6 " E 61. 6 1 ' N53 ° 0 6 ' 1 2 " W 98. 8 1 ' O-IP4 not on Rightof Way, see Map Reference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 O-IP5 not on Boundary Line, see Map Reference #2 N8 3 ° 0 3 ' 5 9 " W 15 6 . 5 1 ' Existing Old Farm Road R.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm RoadR.O.W. to be reduced from 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing Old Farm Road R.O.W. to be reduced along Lot 20 frontage O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 N37°04'15"E 298.91' N34°08'31"E 390.86' S07°55'21"W 108.61' N8 2 ° 0 4 ' 2 2 " W 20 6 . 9 7 ' S11°20'30"W 220.87' S11°22'19"W 307.85' S07°02'47"W 169.65'S06°45'42"W 243.58' S07°00'57"W 53.84' N 5 6 ° 5 2 ' 4 2 " E 54 . 9 9 ' N11°57'1 5 " W 77.28' S 5 9 ° 3 3 ' 0 1 " W 82 . 7 0 ' L=400.23' R=532.00' L=98.37' R=275.00' S81°04'00"E 97.85' S7 0 ° 4 9 ' 0 8 " E 18 3 . 6 9 ' N12°35'24"E 660.46' S46 ° 2 3 ' 1 6 " E 407 . 9 0 ' N46 ° 2 3 ' 1 6 " W 378 . 8 3 ' N 5 5 ° 4 1 ' 3 9 " E 11 9 . 8 4 ' N 5 5 ° 4 1 ' 3 9 " E 67 . 9 6 ' N34° 1 8 ' 2 1 " W 172. 7 4 ' N4 5 ° 3 9 ' 5 6 " E 253 . 7 4 ' N4 5 ° 3 9 ' 5 6 " E 390 . 7 4 ' S38° 0 7 ' 5 1 " E 216. 3 6 ' N54 ° 0 2 ' 1 9 " W S4 7 ° 2 2 ' 4 0 " W 11 3 . 8 8 ' N37° 0 2 ' 2 7 " E 173. 3 6 ' S 5 9 ° 5 1 ' 1 3 " W 13 5 . 1 2 ' S07°00'57"W 118.98' S07°00'57"W 229.53' S54 ° 2 5 ' 1 4 " E S54°25'14"E 13.09' S54 ° 2 5 ' 1 4 " E 111 . 1 2 ' N36° 5 3 ' 4 8 " E 113. 1 6 ' N36 ° 5 3 ' 4 8 " E 154. 0 8 ' N36°53'48"E 21.01' S36°53'48"W 60.16' S07°00'57"W 240.83' S8 2 ° 5 0 ' 5 8 " E 19 7 . 5 6 ' N36° 5 3 ' 4 8 " E 209. 2 2 ' N53°06'12"W 6.00' L=218.77' R=433.00' S22°06'52"W 216.45' N07°00'57"E 110.00' L=122.84' R=135.00' N22°09'31"E 182.59' N07°00'57"E 73.96' L=184.53' R=367.00'N36 ° 5 3 ' 4 8 " E 59.9 8 ' N30° 3 4 ' 0 0 " W 158.8 4 ' N30° 3 4 ' 0 0 " W 139.3 6 ' S 5 9 ° 2 5 ' 2 9 " W 81 . 9 1 ' S19°58'59"W 80.22' N77°02'20"W 51.47' N8 3 ° 0 4 ' 0 5 " W 15 6 . 2 7 ' S45 ° 0 6 ' 1 1 " E 117 . 4 4 ' S45 ° 0 6 ' 1 1 " E 41.0 7 ' S30° 3 5 ' 4 1 " E 181.1 7 ' S53 ° 2 2 ' 1 2 " E 149 . 8 1 ' S52 ° 0 7 ' 2 0 " E 134 . 4 0 ' S52 ° 0 7 ' 2 0 " E 69. 6 8 ' S30° 0 8 ' 4 7 " E 119.3 9 ' S 5 9 ° 5 1 ' 1 3 " W 16 9 . 6 0 ' S59°51'13"W 29.99' S 5 9 ° 5 1 ' 1 3 " W 11 3 . 6 5 ' N30° 3 4 ' 0 0 " W 125.9 4 ' N16°04'57"E 73.15' N04°32'27"E 211.41' N13°51'11"E 191.41' N04°23'01"E 70.58' S06°45'42"W 243.63' S07°02'47"W 171.99' S7 8 ° 3 7 ' 4 1 " E 20 0 . 1 2 ' S7 8 ° 3 7 ' 4 1 " E 19 9 . 8 8 ' N11°22'19"E 300.02' S7 8 ° 3 7 ' 4 1 " E 40 0 . 0 0 ' S11°22'19"W 300.02'S11°20'30"W 120.85' S11°20'30"W 208.09' S11°20'30"W 79.45' S11°20'30"W 25.46' S7 7 ° 2 0 ' 4 0 " E 26 5 . 6 8 ' L=104.25' R=125.00' N 5 4 ° 5 2 ' 1 5 " E 78 . 9 6 ' L=93.39' R=125.00' N12°03'56"E 61.59' N12°03'56"E 16.83' L=60.21' R=175.00' N07°38'46 " W 65.08' S11°20'30"W 40.72' N7 7 ° 2 0 ' 4 0 " W 26 4 . 5 3 ' N78°45'48"E 101.26'S78°45'48"W 141.76' L=145.95' R=175.00' S54°52'15"W 23.03' N13°27'25"E 133.33' N8 8 ° 4 1 ' 0 7 " E 10 6 . 8 9 ' S11°27'20"W 162.60' N33°28'06"E 91.23' N7 8 ° 5 5 ' 1 7 " W 10 7 . 5 5 ' S24°23'1 9 " W 90.56' S 6 4 ° 5 0 ' 0 6 " W 7 6 . 2 5 ' N7 8 ° 0 1 ' 3 5 " W 25 9 . 3 6 ' N02°12'35"E 59.91' N05°29'34"W 62.68' N01°24'58"W 90.25' S8 8 ° 4 1 ' 0 7 " W 10 6 . 9 8 ' L=116.26' R=325.00' N7 0 ° 4 9 ' 0 8 " W 15 1 . 9 5 ' S09°28'36"W 97.08' S11°50'17"W 150.05' S11°21'45"W 38.04' S59°25'29"W 53.52' S8 9 ° 1 4 ' 4 1 " W 14 8 . 6 0 ' S30° 3 4 ' 0 0 " E 364.6 6 ' N36 ° 5 3 ' 4 8 " E 124. 4 2 ' N36 ° 5 3 ' 4 8 " E 140. 8 4 ' S36° 0 8 ' 5 5 " W 148. 6 3 ' S36° 0 8 ' 5 5 " W 181. 3 1 ' S36°08'55"W 35.77' S82°21'51"W 67.48' N34°06'15"W 44.24' N78°28'50"W 17.75' S30° 3 5 ' 4 1 " E 160.8 6 ' S 5 9 ° 4 7 ' 3 7 " W 1 4 3 . 7 9 ' S30° 3 5 ' 4 1 " E 140.3 8 ' S 5 9 ° 2 3 ' 1 2 " W 1 4 3 . 7 2 ' S30° 3 5 ' 4 1 " E 157.6 7 ' S30°08'47"E 47.37' S30° 0 8 ' 4 7 " E 338. 6 4 ' S54 ° 2 5 ' 1 4 " E 116 . 5 6 ' S54 ° 2 5 ' 1 4 " E 164 . 4 4 ' S41°12'44"E 290.86' L=211.57' R=1549.00' S33°26'45"W 10.00' L=281.67' R=1549.00' L=67.86' R=1559.00' S83°00'08"W 67.93' S8 3 ° 0 0 ' 0 8 " W 58 7 . 4 2 ' S 8 3 ° 0 0 ' 0 8 " W 3 2 3 . 7 0 ' S8 3 ° 0 0 ' 0 8 " W 42 0 . 9 1 ' S07°29'10 " E 564.93' S07°35'14 " E 281.50' N81°04'00"W 115.64' L=292.12' R=906.87' L=25.94' R=906.87' S31°09'53"E 25.94' S30° 2 0 ' 3 9 " E 272.6 6 ' S30° 2 0 ' 3 9 " E 278. 8 9 ' S30° 2 0 ' 3 9 " E 477.4 5 ' S30°20'39"E 7.02' L=215.35' R=1549.00' S34°19'37"E 215.17' S39°29'50"E 64.21' S44°42'24"E 217.27' S57°48'04"E 67.85' S52°38'28"E 211.41' N30° 5 5 ' 5 6 " W 92.1 4 ' L=93.59' R=225.00' L=55.11' R=225.00' N19°00'59"W 92.91' N57°00'01"W 118.65' S83°00'08"W 91.40' S82°10'44"W 38.03' S8 2 ° 1 0 ' 4 4 " W 8 7 . 7 3 ' S82°10'44"W 50.31' S82°10'44"W 53.56' S 8 2 ° 1 0 ' 4 4 " W 1 1 9 . 8 8 ' S 8 3 ° 5 1 ' 5 3 " W 10 8 . 3 9 ' S83°51'53"W 14.30' N55°41'39"E 16.08' N 5 5 ° 4 1 ' 3 9 " E 23 3 . 0 8 ' L=31.24' R=468.00' N48°50'40"E 49.39' N53°46'54"E 31.24' N11°22'19"E 295.45' N12°00'00"W 113.56' N30° 5 5 ' 5 6 " W 92.14 ' L=77.35' R=85.00' N57°00'01"W 74.70' N00°05'03"W 54.97' N06°55'56"E 181.11' N06°55'56"E 181.11' L=157.82' R=325.00' N06°58'44"W 156.27' L=133.54' R=275.00' N06°58'44"W 132.23' N20°53'24"W 49.32' N20°53'24"W 49.02' L=117.32' R=225.00' L=90.27' R=175.00' N06°50'20"W 89.28' N06°35'36"W 116.00' L=51.40' R=450.00' N05°53'32"W 51.37'N07°38'46 " W 65.72' L=77.41' R=225.00' N02°12'35"E 77.03' N12°03'56"E 78.42' L=124.06' R=175.00' N34°33'42"E 121.48' N54°52'15"E 5.92' N7 8 ° 0 0 ' 5 0 " W 14 0 . 1 8 ' N13°27'25"E 133.33'N01°24'58"W 155.40' S12°37'31"W 510.28' S11°44'36"W 146.03'S01°27'04"E 180.34'S11°22'51"W 230.21' S06°31'20" E 245.93' S08°44'4 8 " E 81.07'S06°55'56"W 177.11' S8 3 ° 0 5 ' 4 7 " E 14 9 . 7 9 ' L=6.68' R=175.00' L=304.24' R=468.00' L=47.84' R=468.00' N15°31'07"E 47.82' S4 3 ° 1 3 ' 5 3 " W 93. 6 0 ' S48 ° 5 4 ' 2 6 " E 142 . 9 1 ' S01°13'57"E 115.41' S48 ° 4 3 ' 5 1 " E 218 . 0 3 ' S26°02'0 9 " W 357.65' S23°35'51 " W 349.79' S4 6 ° 3 2 ' 5 9 " W 38 4 . 3 7 ' S46°32'59"W 30.04' S12°58'45"W 34.87' S12°58'45"W 151.06'S12°58'45"W 310.01' S46 ° 2 3 ' 1 6 " E 428 . 4 7 ' N12°35'24"E 375.46' N12°35'24"E 262.22' S7 7 ° 1 3 ' 3 8 " E 55 4 . 6 2 ' L=91.68' R=532.00' N50°45'25"E 91.57' N4 5 ° 4 9 ' 1 1 " E 32 0 . 4 8 ' N4 5 ° 4 9 ' 1 1 " E 32 5 . 7 2 ' L=49.41' R=468.00' N13°09'32"E 6.68' N36 ° 5 3 ' 4 8 " E 231. 6 9 ' S11°50'17"W 134.65' S09°28'36"W 140.40' S11°27'20"W 170.14' S8 3 ° 5 1 ' 5 3 " W 2 2 2 . 4 5 ' S7 7 ° 1 3 ' 4 6 " E 55 4 . 2 9 ' S12°58'45"W 176.77' L=115.65' R=175.00' Portion of Relocated Old FarmRoad R.O.W. to be expanded from 66' wide to 72' wide Mixed Industrial & Commercial (I-C) Zoning Commercial 1-LR Zoning Mixed Industrial & Co m m e r c i a l ( I - C ) Z o n i n g Residential 1-PRD Zoning Co m m e r c i a l 1 - L R Z o n i n g Re s i d e n t i a l 1 - P R D Z o n i n g N 5 5 ° 4 1 ' 3 9 " E 61 . 3 6 ' L=62.72' R=500.00' S11°20'30"W 151.11' S11°20'30"W 92.53 N85°53'26"W 33.17' N07°14'46"E 122.00' N 6 9 ° 4 9 ' 5 9 " E 6 8 . 3 4 ' S14°48'45"W 158.11' SEE SHEET PL-1 FOR BOUNDARY INFORMATION ON LOTS LOCATED WEST OF OLD FARM ROAD DANIEL DRIVE LEO LANE BARN ROAD BARN ROAD O'BRIEN FARM ROAD EAST O'BRIEN FARM ROAD EAST · · · Ex. Stormwater easement for the benefit of the City of South Burlington Ex. Stormwater easement for the benefit of the City of South Burlington Limit of Open Space Easement New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Ex. 20' wide utility easement for the benefit of the City of South Burlington Ex. sidewalk and utility easement Proposed 30' wide Access and Utility easement for pedestrian connectivity and contiguous green space for the benefit of the City of South Burlington Proposed 30' wide easement for pedestrian connectivity, utilities and contiguous green space for the benefit of the City of South Burlington New 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 30' wide Access & Utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide utility easement to Green Mountain Power 20' wide access and utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington O-IP4 not on Right of Way, see MapReference #2 O-IP3 not on Right of Way, see Map Reference #2 O-IP1 not on Right of Way, see Map Reference #2 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage CM109 not on Right of Way, see Map Reference #1 Existing Old Farm Road R.O.W. to be reducedfrom 66' wide to 60' wide along Lot 20 frontage Existing 66' wide Old Farm Road R.O.W. from Kimball Avenue to this point to be relocated as shown 6' wide portion of Existing OldFarm Road R.O.W. to be reduced along Lot 20 frontage Ex. 20' wide access easement for the benefit of the City of South Burlington Open Space & Stormwater Easement, Area = 3.0 acres New 10' wide Green Mountain Power easement Ex. permanent slope rights for the benefit of City of South Burlington Proposed 20' wide Access and Utility easements for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Ex. 10' wide Green Mountain Power easement Limit of open space easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Ex. 10' wide Green Mountain Power easement New Utility Easement for the benefit of Green Mountain Power New Proposed Utility Easement for the benefit of the City of South Burlington Open Space Easement New Access & Utility Easement SEE SHEET E-2 Proposed Access and Utility easement for the benefit of the City of South Burlington Proposed 20' wide utility easement for the benefit of the City of South Burlington Proposed utility easement for the benefit of the City of South Burlington benefit of the City of South Burlington New 10' wide Green Mountain Power easement benefit of the City of South Burlington Proposed 50' wide Access and Utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Pedestrian Access easement for the benefit of the City of South Burlington. Proposed Utility and Access easement for the benefit of the City of South Burlington Proposed Pedestrian easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed 20' Access easement for the benefit of the City of South Burlington. O-IP5 not on Boundary Line, see Map Reference #2 O-IP10 is not on Right of Way, it is located 0.67 feetN07°29'10"W fromcalculated corner OBNE, see Map References #1,3,4 New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed Stormwater utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New 10' wide Green Mountain Power easement New 10' wide Green Mountain Power easement Proposed 20' wide utility easement for the benefit of the City of South Burlington New Stormwater utility easement for the benefit of the City of South Burlington Stormwater utility easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Proposed Access easement for the benefit of the City of South Burlington Portion of Relocated Old Farm Road R.O.W. to be expanded from 66' wide to 72' wide SEE SHEET E-1 New Utility Easement for the benefit of Green Mountain Power New Utility Easement for the benefit of the City of South Burlington New Access & Utility Easement 34-1 34-3 39-8 39-9 39-10 39-11 38-1 38-238-338-4 38-5 34-2 34-4 34-9 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 35-12 35-13 35-14 35-15 37-3 37-4 37-5 37-6 35-16 35-17 35-18 35-11 34-10 36-136-236-336-436-5 34-5 36 - 6 36 - 7 36 - 8 36 - 9 36 - 1 0 SE E S H E E T P L - 4 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III New Trash/Recylcing New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New Trash/Recylcing New Trash/Recylcing NewBikeRack New co n c r e t e retainin gwall New SM hRim 342. 4Inv. in 328 . 4 6 Inv. ou t 3 2 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordiant e w i t h mecha n i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . New stre e tlight (typ. ) New Mai l Buildin g a n d Trash/ Re c y l c i n g New BikeRack New Bik eRack New BikeRack 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 New ga t evalve, c a p ,stub, thr u s tblock, an dwitness for 8 " water m a i n . NewHydrantassembly New 8 " w a t e r stub wit h c a p , trhust bl o c k a n d witness NewHydrantassemb l y New 8" x 8 " x 8 " tee, thrust b l o c k and ga t e v a l v e . Relocate h y d r a n t o u t of sidew a l k . New 6"tapping sle e v e and val v e . 4"6" 4" 6" 6"4" 4"6" New 15" H D P E s = 0 . 0 7 6 15" HDPE s = 0 . 0 8 9 15" HDPE s = 0 . 0 5 2 New 15" H D P Es=0.069 New 1 8 " H D P E s = 0 . 0 0 5 Gravel W e t l a n d # 1 C e l l # 2 55' x 2 0 'Elev. 32 6 . 5 Gravel W e t l a n d # 1 C e l l # 1 55' x 20'Elev. 326 . 5 Grav e l W e t l a n d # 2 C e l l # 2 121' x 32 ' Elev. 3 3 1 . 0 New 1 5 " H D P E s = 0 . 0 2 1 Gravel W e t l a n d # 2 C e l l # 1 121' x 3 2 'Elev. 33 1 . 0 New 12" HDP Es=0.01 New 15" H D P E s=0.0 6 8 New 12 " H D P E s=0.01 8 New 15" H D P E s=0.005 New 15" HDPEs=0.055 New 15" H D P E s = 0 . 0 4 2 New 1 5 " H D P E s=0.073 New 15" HDPEs=0.083 New 15" H D P E s=0.01 New 15" HDPE s=0.086 New 1 5 " H D P E s = 0 . 0 3 9 New 12" HD P E s = 0 . 0 6 New 12" H D P E s = 0 . 0 1 New 15" H D P E s = 0 . 0 1 New 18" HDPE s = 0 . 0 2 8 New 1 8 " H D P E s = 0 . 1 2 New 1 8 " H D P E s = 0 . 0 9 6 New 18" H D P E s = 0 . 0 3 3 New 15" H D P E s = 0 . 0 1 New 1 5 " H D P E s=0.01 New 1 5 " H D P E s = 0 . 0 1 New 1 5 " H D P E s = 0 . 0 5 4 New 15" H D P E s = 0 . 0 2 New 15" H D P E s = 0 . 0 5 2 New 1 5 " H D P E s = 0 . 0 4 3 New 1 5 " H D P E s = 0 . 0 2 1 New 12 " H D P E s = 0 . 0 5 7 New 15"HDPE s=0.0 1 New 15" HDPE s=0 . 0 1 New 18" H D P E New 18"HDPEs=0.029 New 12 " H D P E s = 0 . 0 0 5 New 15" HD P E s = 0 . 0 5 2 New 15" H D P E s = 0 . 0 3 2 New 15" H D P E s = 0 . 0 2 2 New 15" H D P E s = 0 . 0 2 6 Convert C B # 5 8 to solid c o v e r Convert C B # 5 5 to solid c o v e rCore and b o o tNew Inv. i n 351.65 New 15 " H D P E s = 0 . 0 1 1 New 15 " H D P E s=0.033 New 15" H D P E s = 0 . 0 0 6 New 15" HDP E s = 0 . 0 1 New 15" HDPE s=0.043 New 12 " H D P E s = 0 . 0 3 New 12" HD P E New 12" HDPE s=0.03 New 12" H D P E s = 0 . 0 5 7 New 12" H D P E s = 0 . 0 9 7 New 15" HDP E s = 0 . 0 9 1 New EndSectionInv. 325.8 Newemerge n c yspillway New E n d S e c t i o n Inv. 32 6 . 7 5 New O u t l e tStructu r e B .See detai l .Newemergenc yspillway New Outle t Structu r e C .See detail. Newstoneberm New End S e c t i o n Inv. 329.5 New rip r a psplash pa d New rip r a pdispersal p a d New EndSection Inv. 326. 7 5 New CBRim 358.2Inv. in 3 5 3 . 2 5 Inv. out 3 5 3 . 1 5 New C BRim 358. 2IInv. out 3 5 3 . 4 5 New CBRim 367 . 0 5Inv. in 362 . 8 Inv. out 3 6 2 . 7 New CBRim 36 7 . 5Inv. in 362 . 6 Inv. out 3 6 2 . 5 New CBRim 371. 0 Inv. in 3 6 6 . 2 5 Inv. out 36 6 . 1 5 New CBRim 370 . 7 Inv. in 3 6 5 . 9 5 Inv. out 36 5 . 8 5 New C BRim 375 . 1Inv. in 37 0 . 3 5Inv. out 3 7 0 . 2 5 New CBRim 378. 0Inv. in 373 . 2 5 Inv. ou t 3 7 3 . 1 5 New CBRim 378. 1IInv. out 3 7 3 . 6 New CBRim 367.3Inv. in 361 . 4 2 Inv. ou t 3 6 1 . 3 3 Inv. ud 3 6 4 . 3 New 18" E n d Sectio n Inv. 33 2 . 0 New rip r a pdispers a l pad New CBRim 348. 2 5Inv. in 34 3 . 2 5 Inv. ou t 3 4 3 . 1 5 New C BRim 351 . 2Inv. in 34 5 . 9 2Inv. out 34 5 . 8 2 New C BRim 353. 1Inv. in 34 6 . 9Inv. out 34 6 . 8 New CBRim 35 3 . 7 0Inv. in 34 7 . 9 Inv. out 3 4 7 . 8 New CBRim 353.7Inv. in 3 4 8 . 2 5 Inv. ou t 3 4 8 . 1 5 New C BRim 353. 8Inv. in 34 9 . 0 5Inv. out 3 4 8 . 9 5 New CBRim 360. 4Inv. in 355. 6 5 Inv. ou t 3 5 5 . 5 5 New CBRim 3 6 3 . 0 5Inv. in 3 5 8 . 3Inv. out 3 5 8 . 2 New CBRim 3 6 4 . 5Inv. out 3 6 0 . 0 New CBRim 355.1 5Inv. in 349 . 7 8 Inv. ou t 3 4 9 . 6 8 New C BRim 359.8Inv. in 35 4 . 4 8 Inv. ou t 3 5 4 . 3 8 New CBRim 3 6 4 . 6Inv. in 358. 8 4 Inv. out 3 5 8 . 7 4 New CBRim 359. 5 5Inv. out 35 5 . 0 5 New CBRim 35 6 . 7Inv. in 351. 9 5 Inv. out 3 5 1 . 8 5 New C BRim 359.55Inv. out 35 5 . 0 5 New C BRim 365 . 7 5Inv. out 3 6 1 . 2 5 New 10 "PVC RoofDrain New 10"PVC RoofDrain New CBRim 372. 8Inv. in 367 . 9 1Inv. out 36 7 . 8 1 Inv. ud 3 6 8 . 6 6 New CBRim 3 7 2 . 9Inv. out 3 6 8 . 1 5 Inv. ud 3 6 8 . 9 New C BRim 37 0 . 9Inv. in 3 6 6 . 1 5Inv. out 3 6 6 . 0 5Inv. ud 36 6 . 9 New CBRim 370.9Inv. in 36 5 . 9 Inv. ou t 3 6 5 . 8 Inv. ud 3 6 6 . 6 5 CB#61Rim 362. 1 3Inv. in 35 7 . 3 8Inv. out 35 7 . 2 8 Inv. u d 3 5 8 . 1 3 CB#63Rim 35 2 . 8 4Inv. in 346. 5 1 Inv. out 3 4 8 . 0 9 4' deep s u m p CB#64Rim 353. 0 5 Inv. out 3 4 6 . 5 1 4' deep su m p . CB#65ARim 34 5 . 6 8Inv. in 340. 9 3 Inv. out 3 4 0 . 3 5 4' deep s u m p CB#66ARim 346 . 3 Inv. in 3 4 0 . 3 5Inv. out 3 4 1 . 6 Use 4' de e p s u m p CB#65Rim 339.60Inv. out 33 3 . 8 54' deep su m p CB#66Rim 339. 6 0 Inv. in 3 3 4 . 8 5 Inv. out 33 3 . 8 5(infiltrati o n ) Inv. out 3 3 5 . 3 5 4' deep s u m p . CB#67Rim 333 . 2 7Inv. in 327. 7 7 Inv.ud 3 2 9 . 2 7 Inv. out 32 9 . 0 2 Use 4' dee p s u m p . CB#68Rim 333.10Inv. in 328.3 5 Inv. out 3 2 7 . 7 7 Inv. ud 3 2 9 . 1 04' deep su m p . Infiltratio n T r e n c h 6 3 Use (1) 30' l o n g x 1 8 " dia. per f o r a t e d H P D E pipes be d d e d i n s t o n e . Inv. 346.5 1 Infiltration T r e n c h 6 5 ( 1 ) 24' long x 1 8 " d i a . perfora t e d H P D E p i p e s bedded i n s t o n e . I n v . 3 3 3 . 8 5 Infiltratio n T r e n c h 6 7 U s e ( 1 ) 3 5 ' long x 15" d i a . p e r f o r a t e d H P D E pipes bedde d i n s t o n e . S e e d e t a i l . Inv. 327. 7 7 Infiltra t i o n T r e n c h 6 5 A Use 1 24' l o n g x 1 5 " d i a . perforat e d H P D E p i p e bedded i n s t o n e . Inv. 340.3 5 New CBRim 363.1Inv. in 3 5 9 . 4 Inv. out 3 5 9 . 3 New CBRim 374.9Inv. in 370 . 4 Inv. out 3 7 0 . 3 New CBRim 36 7 . 2 Inv. out 3 6 2 . 4 5 Inv. ud 3 6 3 . 2 New CBRim 364.3 3Inv. in 359. 5 8 Inv. ou t 3 5 9 . 4 8 Inv. ud 3 6 0 . 3 3 New CBRim 36 2 . 3 3Inv. out 3 5 7 . 5 8 Inv. ud 3 5 8 . 3 3 New C BRim 357 . 7Inv. in 35 2 . 9 5Inv. out 35 2 . 8 5 Inv. ud 3 5 3 . 7 New C BRim 358.4Inv. out 3 5 4 . 4 New C BRim 35 7 . 7Inv. in 35 2 . 9 5Inv. out 3 5 2 . 8 5 Inv. ud 3 5 3 . 7 New C BRim 338.9Inv. in 33 3 . 9Inv. out 33 3 . 8 New C BRim 339.5Inv. in 3 3 4 . 5Inv. out 33 4 . 4 New CBRim 355.2 0 Inv. in 3 5 0 . 4 5 Inv. out 3 5 0 . 3 5 New CBRim 361.25Inv. in 3 5 6 . 5Inv. out 3 5 6 . 4 New CBRim 36 3 . 1Inv. out 3 5 9 . 6 New CBRim 352.1Inv. in 348. 2 5 Inv. out 3 4 8 . 1 5 Inv. out347.0 New CBRim 3 4 7 . 2 5Inv. in 3 3 7 . 9 6 Inv. out 3 3 7 . 8 6 NewDMhRim 3 5 0 . 0Inv. in 3 4 5 . 7 5Inv. out 3 4 5 . 6 5 New CBRim 344.4Inv. in 3 3 9 . 9Inv. out 3 3 9 . 8 Future G r a v e l Wetlan d New CBRim 35 2 . 0 Inv. ou t 3 4 8 . 0 New 10"PVC Roo f Drain New E n dSection Inv. 332.5 New rip r a pdispersal p a d New 10"PVC Ro o f Drain New En dSectio n Inv. 332.5 New rip r a pdispersal p a d New EndSection Inv. 33 2 . 5 New riprapdispersal pad New D M hRim 343. 2 5Inv. in 33 6 . 4Inv. out 33 6 . 3 New 10"PVC R o o f Drain New 10"PVC Roo fDrain.s=0.01 m i n . New 15"HDPEs=0.061 NewD M hRim 349. 6Inv. in 3 4 3 . 4 5Inv. out 34 3 . 3 5 New 10" P V C R o o f Drain. Co o r d i n a t e with mech a n i c a l p l a n s (typica l a l l r o o f d r a i n s ) New 10"PVC Roo fDrain 2, New 1 0 " P V C Roof Drai n s New 10"PVC RoofDrain New 15" H D P E s = 0 . 0 8 2 New CBRim 366. 2 5Inv. in 361. 8 Inv. out 3 6 1 . 7 New CBRim 3 6 6 . 2 5Inv. in 36 2 . 0Inv. out 36 1 . 9 New C BRim 367 . 2Inv. out 3 6 3 . 2 New CBRim 36 8 . 4Inv. in 3 6 2 . 8 2 Inv. out 3 6 2 . 7 2 New CBRim 372. 5Inv. in 367 . 7 5Inv. out 36 7 . 6 5 New C BRim 372. 8Inv. out 3 6 8 . 3 New C BRim 371.0Inv. in 36 6 . 2 5 Inv. out 3 6 6 . 1 5 New C BRim 370 . 0Inv. in 36 5 . 2 5Inv. out 3 6 5 . 1 5 New CBRim 375.2 5 Inv. in 3 7 0 . 5Inv. out 3 7 0 . 4 New C BRim 375.5Inv. out 37 1 . 0 New 10"PVC RoofDrain New 12" H D P E s=0.019 New 12" HD P E s=0.014 New 1 5 " H D P E s = 0 . 1 1 5 New 12 " H D P E s=0.012 New 15" HDPEs=0.053 New 15 " H D P E s=0.0 2 1 New 15 " H D P E s=0.07 New 15" H D P E s = 0 . 0 0 5 New 15" H D P E s=0.01 New 15" H D P E s=0.01 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s = 14"/ft min. Coor d i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 35 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . Would needirregular shape onthis lot Need to keep fenceout of sewereasement Could regradecorner for to haveless of a dropoff Need to keep fenceout of sewereasement Assume we wouldjust fence inbetween house andgarage and adjustdimensionsaccordingly May be tricky in lotswith retaining walls.Could possible justdo to the wall andhave a gate for thestairs HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: PH-1 OVERALL PHASING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Leo Lane Phase 2 Open Space, Park Amenity, and Playground Phase 12 Relocated Old Farm Road Phase 8 O'Brien Farm Road extension to new Old Farm Road Phase 10 Existing Old Farm Road improvements & Village Green Phase 6 Potash Road Phase 14 Old Farm Road/Kimball Avenue Intersection Traffic Light Phase 13 Open Space amenity, IC Trail Phase 16 Mabel Way north Phase 5 Daniel Drive, Barn Road, and south Mabel Way Phase 3 Potash Road/Kimball Avenue Intersection Traffic Light Phase 15 O'Brien Farm Road cul-de-sac Phase 9 Barn Improvements Village Green Phase 7 Open Space, Park Amenity Phase 11 EASTVIEW Soil Stockpile and Fill Area Phase 4 Potash road and Construction Staging Area Phase 1 Old Farm Road Sidewalk to VT 116 Phase 17 Kimball Avenue Recreation Path Phase 18 LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac Lot 18 Open Space 0.98 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac Phase 4A P h a s e 4 B P h a s e 4 C 36 - 6 36 - 7 36 - 8 36 - 9 36 - 1 0 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 59 0.17 ac 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1 OVERALL SITE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 3 1 - 1 0 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 36 - 6 36 - 7 36 - 8 36 - 9 36 - 1 0 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 18 Open Space 0.98 ac Lot 59 0.17 ac PROPOSED SIDEWALK EXTENSION REQUIRED BY DEVELOPMENT REVIEW BOARD PRELIMINARY PLAT APPROVAL 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B T y p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III New 8" PVC Sewer s=0.0066 New 8" P V C S e w e r s=0.0066 New SM hRim 342.4Inv. in 328 . 4 6 Inv. ou t 3 2 8 . 3 6 New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to buil d i n g . C o n n e c t to Phas e 1 s t u b . Coordian t e w i t h mechan i c a l p l a n s . Convert 8 " P V C S D R 35 sanitar y s e w e r installed in P h a s e 1 t o building se r v i c e . Coordi n a t e w i t h mechanic a l p l a n s . 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2TR2 TP3TR2 TP4 New 6" PV C S D R 3 5 s a n i t a r y sewer s e r v i c e t o b u i l d i n g . s=14"/ft min. New 6" P V C S D R 3 5 sanitar y s e w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordina t e w i t h mechanica l p l a n s . New 6" P V C S D R 3 5 sanitary s e w e r s e r v i c e to buildin g . s = 14"/ft min. Coord i n a t e w i t h mecha n i c a l p l a n s . New SMHRim 35 8 . 9Inv. in 3 5 1 . 2Inv. out 3 5 1 . 1Contracto r s h a l l v e r i f y p i p e i n v e r t prior to or d e r i n g m a n h o l e New 6" P V C S D R 3 5 sanitary se w e r s e r v i c e to build i n g . C o n n e c t to Phase 1 s t u b . Coordinat e w i t h mechanica l p l a n s . HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-1.1 OVERALL ZONING PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com pcg 338.5 EASTVIEW LIMIT OF EASTVIEW EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 32 - 2 2 3 2 - 2 3 3 2 - 2 4 31-1 31-5 31 - 7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31 - 8 31 - 1 0 3 1 - 1 1 3 1 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 0.71 ac 3 2 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 36 - 6 36 - 7 36 - 8 36 - 9 36 - 1 0 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 18 Open Space 0.98 ac Lot 59 0.17 ac New SMh#2 Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh#1 Rim 419.3 Inv. in 413.58 Inv. out 413.48 New CB#3 Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB#4 Rim 417.30 Inv. fd 407.8 Inv. out 406.55 New CB#1 Rim 419.14 Inv. in 408.55 Inv. out 408.45 Inv. fd 409.8 New CB#2 Rim 419.14 Inv. fd 410.3 Inv. out 409.05 Lot 18 Open Space 0.98 ac 16-1 16-2 16-3 16-4 20-1 20-2 20-3 20-4 20-5 20-6 20-7 Lot 16 2.81 ac Lot 20 2.13 ac New 4" PVC SDR 35 sanitary service. s=1 4"/ft. min. Typical all units. FUTURE ATHLETIC FIELD and/or ACTIVE USE AREA New 8" PVC Sewer s=0.009 PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 419.4PCG 420.0 8' paved multi-use path 9 Parking spaces Ne w 1 5 " HD P E Ne w 1 5 " H D P E New 15" HDPE s=0.01 New 30' access and utility easement Ne w 1 0 ' p a v e d p a t h New 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk Maintain 18" min. vertical separation between water and sewer (typ.) New UD cleanout New 12"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" gate valves New 12" CL 52 D.I. water main New Hydrant assembly New 34" k copper water service and curb stop. Typical all units. New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 12"tee with valve & thrust block New 12" gate valves New 45° bends with thrust blocks 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 14' wide driveway Lot 59 (GMP) 0.17 ac HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-2 SITE PLAN - LEO LANE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 5 8.8 ac EASTVIEW SE E S H E E T C - 1 0 SEE SHEET C-2.1 SEE SHEET C-9 SE E S H E E T C - 3 New SMh#6 Rim 399.9 Inv. in 394.2 Inv. out 394.1 New SMh#5 Rim 402.8 Inv. in 393.5 Inv. out 393.4 New SMh #4 Rim 408.95 Inv. in 402.73 Inv. out 402.63 New 8" PVC SDR 35 Connect to Phase 1 stub. Verify elevation prior to laying pipe New SMh Rim 392.92 Inv. in 386.55 Inv. out 386.45 New SMh Rim 401.4 Inv. in 395.33 Inv. out 395.23 New SMh Rim 405.9 Inv. in 400.23 Inv. out 400.13 New SMh Rim 402.5 Inv. in 396.83 Inv. out 396.73 New CB#11 Rim 402.75 Inv. ud 398.75 Inv. fd 393.42 Inv. in 399.66 Inv. out 392.17 New CB#12 Rim 402.75 Inv. ud 398.75 Inv. in 390.25 Inv. out 390.15 New CB#9 Rim 406.11 Inv. ud 402.11 Inv. in 393.75 Inv. out 393.65 Inv. fd 395.0 New CB#10 Rim 406.11 Inv. ud 402.11 Inv. fd 395.1 Inv. out 393.85 New CB#66 Rim 402.25 Inv. ud 398.25 Inv. fd 399.15 Inv. in 397.9 Inv. out 397.8 New CB#67 Rim 401.3 Inv. ud 397.3 Inv. in 396.25 Inv. out 396.15 New CB#15 Rim 387.5 Inv. in 382.0 Inv. out 381.9 Inv fd 383.9 16-12 16-13 16-14 32-13 32-14 31-1 31-2 20-21 20-22 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 31 2.38 ac New SMh#8 Rim 389.2 Inv. in 383.5 Inv. out 383.4 New SMh#7 Rim 395.25 Inv. in 386.6 Inv. out 386.5 New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. New CB Rim 400.9 Inv. out 396.58 New CB Rim 396.72 Inv. in 391.97 Inv. out 391.87 Inv. fd 393.12 PARK SPACE Lot 11 1.2 ac Inv. out 385.45 Rim 390.5 Inv. out 385.75 New CB#14 Rim 387.5 Inv. in 382.57 Inv. out 382.47 Inv. fd 384.57 New CB#13 Rim 394.0 Inv. in 383.71 Inv. out 383.61 Inv. fd 385.71 32-8 32-9 32-10 32-11 32-12 16-15 16-16 16-17 16-18 16-19 Ne w 8 " P V C S e w e r s= 0 . 0 7 6 New 8" PV C S e w e r s=0.01New 8" PVC Se w e r s=0.045 New 8" PVC S e w e r s = 0 . 0 5 2 New 8" PVC Se w e r s = 0 . 0 1 6 New 8 " P V C S e w e r s=0.0 3 4 Ne w 8 " P V C S e w e r s = 0 . 0 4 6 N e w 8 " P V C S e w e r s= 0 . 1 0 Ne w 8 " P V C S e w e r s = 0 . 0 3 4 ± PCG 408.75 PCG 406.75 PCG 405.5 PCG 407.0 PCG 409.5 PC G 4 0 5 . 5 17 Parking spaces 2 Parking spaces 8' paved multi-u s e p a t h 8' paved multi-u s e p a t h New 2 4 " H D P E s = 0 . 0 1 New 1 5 " HDP E Ne w 1 5 " HD P E New 18" HDPE s=0.022 New 18" HDPE s=0.19 Ne w 1 5 " H D P E s = 0 . 0 1 New 1 5 " HDPE s=0.0 6 5 New 15" H D P E s = 0 . 0 4 3 Ne w 1 5 " H D P E Ne w 1 8 " H D P E s= 0 . 0 5 9 New 24" HDPE s=0.01 Ne w 2 4 " H D P E s = 0 . 0 1 Raised crosswalk New 1 5 " H D P E New 15" H D P E s=0.083 Ne w 1 5 " H D P E s=0 . 0 1 Ne w 1 5 " H D P E s = 0 . 0 5 2 Ne w C B Ri m 3 6 7 . 2 Inv . o u t 3 6 3 . 2 Ne w C B Ri m 3 6 8 . 4 Inv . i n 3 6 2 . 8 2 In v . o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 2 . 8 Inv . o u t 3 6 8 . 3 Ri m 3 7 5 . 5 In v . o u t 3 7 1 . 0 New 1 2 " H D P E s= 0 . 0 1 9 New 1 2 " H D P E s=0. 0 1 4 N e w 1 5 " H D P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s=0. 0 1 me c h a n i c a l p l a n s . G15 G16 G17 G18 G19 PCG 397.5 PC G 3 9 7 . 7 PC G 3 9 8 . 5 PC G 4 0 0 . 8 PC G 4 0 1 . 5 PCG 416.2 PCG 415.6 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PC G 4 1 0 . 2 New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 8" PVC Se w e r s = 0 . 0 2 5 Lot 19 Open Space 0.75 ac New 20' min. access and utility easement New 5' concr e t e s i d e w a l k New 5' concre t e s i d e w a l k N e w 5 ' p a v e d p a t h New 6 ' c o n c r e t e s i d e w a l k Ne w 5 ' c o n c r e t e s i d e w a l k New 5' concret e s i d e w a l k NewYD Rim 409.0 Inv. 406.0 New YD Rim 408.3 Inv. 405.5 New YD Rim 408.3 Inv. 405.0 New YD Rim 406.5 Inv. 403.6 New YD Rim 406.0 Inv. 403.0 New Drop Inlet#3 Rim 405.8 Inv. 401.0 New YD Rim 406.0 Inv. 402.1 New 1 2 " H D P E s= 0 . 0 2 New 12" HDPE s=0.024 Maintain 18" min. vertical separation between water and sewer (typ.) New Hydrant assembly Ne w 8 " D . I . w a t e r m a i n New 8"CL 52 D.I. Water. Connect to Phase 1 stub. Verify elevation prior to laying pipe New 12" x 12" x 12" tee with thrust block New 12" CL 52 D.I. water main New Hydrant assembly New 12" CL 5 2 D . I . w a t e r m a i n New 12" gate valves New 12" gate valves New 12"tee with valve & thrust block New 12" x 8" reducer New 34" k copper water service and curb stop. Typical all units. New Hydrant assembly New 8" in-line gate valve attached to 45° bend. Make conversion to C900 PVC at valve. New 12" x 8" reducer at bend30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb Solid cover Drop Inlet Rim 395.0 Inv. 391.0 New 12" HDPE s = 0 . 0 3 1 Core and boot new Inv. 390.0 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-4 SITE PLAN - LEO LANE, OLD FARM ROAD, MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-15 SE E S H E E T C - 5 SE E S H E E T C - 3 New SMh#34 Rim 407.30 Inv. in 401.6 Inv. out 401.5 New SMh#35 Rim 411.4 Inv. in 405.7 Inv. out 405.6 Inv. in 404.12 Inv. out 404.02 New CB#62 Rim 408.26 Inv. ud 404.26 Inv. out 402.35 New CB Rim 378.45 Inv. in 372.90 Inv. out 372.80 Inv. fd 374.05 Lot 31 2.39 ac 32-15 31-5 31-7 31-9 31-6 31-8 31-10 3 1 - 1 1 3 1 - 1 2 New CB#68 Rim 411.6 Inv. out 407.6 New SMh Rim 376.1 Inv. in 369.95 Inv. out 369.85 New CB Rim 375.2 Inv. out 370.45 New CB Rim 377.2 Inv. in 372.20 Inv. out 372.10 Inv. fd 373.45 New CB Rim 377.2 Inv. out 372.45 New CB Rim 387.0 Inv. out 382.20 Inv ud 382.7 New SMh Rim 378.75 Inv. in 371.64 Inv. out 371.54 New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 378.45 Inv. out 373.7 New DMh Rim 380.22 Inv. in 374.1 Inv. out 374.0 Inv. fd 375.35 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.66 Inv. in 373.61 Inv. out 373.51 Inv. fd 374.76 New CB Rim 379.66 Inv. out 374.87 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New 8 " P V C S e w e r s = 0 . 0 3 1 New 8 " P V C S e w e r s = 0 . 0 0 7 5 New 8 " P V C S e w e r s = 0 . 0 0 7 5 PC G 4 1 2 . 5 PCG 4 1 2 . 5 PCG 4 1 0 . 3 PCG 4 0 8 . 2 Access route easement for C1-LR lots New CB Rim 389.0 Inv. out 384.20 Inv ud 384.7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 5 " H D P E N e w 1 5 " H D P E New 1 5 " H D P E Ne w 1 5 " H D P E New 1 5 " H D P E New 1 5 " H D P E N e w 1 5 " H D P E N e w 1 2 " HDPE New 12" HDPE N e w 1 5 " H D P E New DMh Rim 377.75 Inv. in 366.77 Inv. out 366.67 New DMh Rim 375.5 Inv. in 370.0 Inv. out 369.9 New DMh Rim 367.6 Inv. in 362.1 Inv. out 362.0 N e w 1 8 " H D P E s = 0 . 0 6 2 New 1 8 " H D P E s = 0 . 0 1 N e w 1 8 " H D P E s = 0 . 0 5 0 New 1 8 " H D P E s = 0 . 0 1 PCG 4 1 2 . 3 PC G 3 8 5 . 0 PC G 3 8 5 . 5 PC G 3 8 6 . 0 PC G 3 8 6 . 9 PC G 3 8 7 . 8 PC G 3 8 7 . 1 PCG 3 8 7 . 3 Access route for C1-LR lots 12' wide stabilized grass maintenance drive Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.45 ac Lot 55 1.63 acNe w c o n c r e t e w a l k NOTE: New 5 ' c o n c r e t e s i d e w a l k New 5 ' c o n c r e t e s i d e w a l k New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 New UD cleanout New 8" C900 PVC water main New Hydrant assembly New Hydrant assembly New 8" C900 PVC water main New 8" x 8" x 8" tee with thrust block New 45° bends with thrust blocks New 8" x 8" x 8" tee with thrust block and valve New 45° bends with thrust blocks New 45° bends with thrust blocks New 8 " C 9 0 0 P V C w a t e r m a i n 31-13 31-14 31-15 31-16 31-17 31-18 31-19 31-20 31-21 31-22 31-23 31-24 31-25 31-26 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6 SITE PLAN - O'Brien Farm Road East Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-6.1 SE E S H E E T C - 7 SEE SHEET C-5 SE E S H E E T C - 1 5 New SMh#26 Rim 374.5 Inv. in 365.94 Inv. out 365.84 New Outlet Structure 5. See detail. New SMh Rim 380.20 Inv. in 373.6 Inv. out 373.5 New CB Rim 379.3 Inv. out 375.05 New CB Rim 379.3 Inv. in 374.65 Inv. out 374.55 Inv. fd 375.8 New parking with pervious pavers New 8" PVC Sewer s=0. 0 1 N e w 8 " P V C S e w e r s = 0 . 1 1 7 New CB Rim 381.3 Inv. in 377.3 Inv. out 377.2 N e w 1 2 " H D P E New 12" HDPE New Emergency Spillway. See detail 8' MIN 8' M I N New DMh Rim 359.0 Inv. in 352.5 Inv. out 352.4 12' wide stabilized grass maintenance drive PC G 3 8 7 . 3 Provide addtional stabilized grass between retaining walls 12' wide stabilized grass maintenance drive Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac New concrete curb New p a v e d p a t h Ne w p a v e d p a t h New pave d p a t h Ne w c o n c r e t e w a l k Ne w c o n c r e t e w a l k New gravel p a t h Temporary gravel parking for 4 cars NOTE: Temporary parking area to be removed with approved development of Lot 57 Trees above 6" diameter in this area will be retained and limbed up to 8' New DMh Rim 372.6 Inv. in 336.0 Inv. out 335.9 New DMh Rim 372.5 Inv. in 359.75 Inv. out 359.65 New 1 8 " H D P E s = 0 . 0 3 2 New Hydrant assembly New 8" C900 PVC water main New 45° bends with thrust blocks New 45° bends with thrust blocks New 45° bends with thrust blocks 31-26 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-6.1 SITE PLAN - O'Brien Farm Road East & Park Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-6 SE E S H E E T C - 1 4 SEE SHEET C-8.1 SE E S H E E T C - 8 New SMh#18 Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Barn New CB#35 Rim 423.50 Inv. ud 419.5 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB#41 Rim 413.60 Inv. ud 409.6 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB#39 Rim 417.60 Inv. ud 413.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 34-6 34-7 34-8 New CB#37 Rim 420.54 Inv. ud 416.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 8' paved multi-use path 9 Parking spaces 11 Parking spaces 10 ' p a v e d m u l t i - u s e p a t h New Pavillion New Paved parking Lot 49 0.54 ac PC G 4 2 4 . 0 PC G 4 2 1 . 5 PC G 4 1 8 . 2 New concrete curb New concrete curb 5' c o n c r e t e s i d e w a l k 8' p a v e d m u l t i - u s e p a t h Flush curb for ADA space New underground power to existing 200 Old Farm Road. New 5' concrete sidewalk New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12" x 12" x 4" tee with thrust block New 4" gate valve New 45° bends with thrust blocks 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 2, EV spaces 6'x11' transformer 4'x4' pad 7'x2' charger SKATING RINK HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-9 SITE PLAN - Historic Barn Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SE E S H E E T C - 1 0 SEE SHEET C-2 SEE SHEET C-12 New SMh#18 Rim 424.24 Inv. in 418.54 Inv. out 418.44 Lot 34 1.30 ac 34-1 34-3 34-2 34-4 34-5 Lot 37 0.71 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 New SMh#20 Rim 414.1 Inv. in 408.4 Inv. out 408.3 New SMh#19 Rim 417.75 Inv. in 412.05 Inv. out 411.95 New CB#35 Rim 423.50 Inv. ud 419.5 Inv. fd 415.1 Inv. in 413.85 Inv. out 413.75 New CB#41 Rim 413.60 Inv. ud 409.6 Inv. fd 407.3 Inv. in 406.05 Inv. out 405.95 New CB#39 Rim 417.60 Inv. ud 413.60 Inv. fd 410.1 Inv. in 408.85 Inv. out 408.75 New CB#38 Rim 417.60 Inv. ud 413.6 Inv. 413.60 Inv. fd 410.7 Inv. out 409.45 New CB#34 Rim 423.50 Inv. ud 419.5 Inv. fd 415.7 Inv. out 414.45 34-6 34-7 New CB#37 Rim 420.54 Inv. ud 416.54 Inv. fd 412.1 Inv. in 410.85 Inv. out 410.75 New CB#36 Rim 420.54 Inv. ud 416.54 Inv. fd 413.7 Inv. out 412.45 Lot 35 2.38 ac 35-13 35-14 35-15 37-3 37-4 35-16 35-17 35-18 New CB#17 Rim 421.93 Inv.ud 417.93 Inv. fd 414.3 Inv. in 412.8 Inv. out 412.7 New CB#16 Rim 421.93 Inv. out 414.4 Inv. ud 417.93 New CB#20 Rim 415.43 Inv. ud 411.43 Inv. fd 407.9 Inv. in 406.65 Inv. out 406.55 New CB#19 Rim 415.43 Inv. ud 411.43 Inv. (12") 408.1 Inv. in 406.95 Inv. out 406.85 New CB#22 Rim 407.22 Inv. ud 403.22 Inv. fd 396.95 Inv. in 395.7 Inv. out 395.6 New CB#21 Rim 407.22 Inv. ud 403.22 Inv. fd 397.1 Inv. out 395.85 New SMh#12 Rim 410.23 Inv. in 404.53 Inv. out 404.43 New SMh #9 Rim 422.33 Inv. in 416.63 Inv. out 416.53 N e w 8 " P V C S e w e r s = 0 . 0 3 4 Ne w 8 " P V C S e w e r s= 0 . 0 3 0 Ne w 8 " P V C S e w e r s= 0 . 0 7 1 Ne w 8 " P V C S e w e r s= 0 . 0 7 6 Ne w 1 5 " H D P E s = 0 . 0 3 2 New 15" HDPE New 1 5 " H D P E s=0 . 0 4 3 Ne w 1 5 " H D P E s = 0 . 0 2 3 N e w 1 5 " H D P E s = 0 . 0 2 5 New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE New 15" HDPE Ne w 1 5 " H D P E s = 0 . 1 1 5 Ne w 1 5 " H D P E s = 0 . 0 4 8 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 Lot 36 1.02 ac New CB#18 Rim 420.5 Inv. in fd 414.5 Inv. out 413.0 New DMh#6 Rim 420.9 Inv. ud 416.9 Inv. in 410.78 Inv. out 410.68 New 6" PVC footing drain. s=0.005 min New SMh#11 Rim 426.2 Inv. in 420.5 Inv. out 420.4 New 8" PVC Sewer s=0.03 New SMh#10 Rim 421.25 Inv. in 415.55 Inv. out 415.45 New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. Ne w 8 " P V C S e w e r s= 0 . 0 2 4 PC G 4 2 5 . 8 PC G 4 2 4 . 0 PC G 4 2 1 . 5 P C G 4 1 8 . 2 P C G 4 1 4 . 5 PC G 4 2 6 . 2 PC G 4 2 3 . 6 PC G 4 2 0 . 8 PC G 4 1 7 . 8 PC G 4 2 5 . 9 PC G 4 2 5 . 0 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PCG 424.6 PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 New 5' concrete sidewalk New UD cleanout New UD cleanout Ne w 1 5 " H D P E s = 0 . 0 4 8 New 12" x 12" x 8" tee with thrust block and valve New Hydrant assembly New 12" CL 52 D.I. Water m a i n New 12"tee with valve & thrust block New 12" gate valves New 12" CL 52 D.I. Water main New Hydrant assembly New 45° bends with thrust blocks New Hydrant assembly New 8" PVC C900 water main New 12" x 12" x 8" tee with thrust block and valve New 34" k copper water service and curb stop. Typical all units. Convert from D.I. to C900 PVC water main at gate valve. Convert from D.I. to C900 PVC water main at new 12" gate valve Ne w 1 2 " P V C C 9 0 0 W a t e r m a i n Ne w 1 2 " P V C C 9 0 0 W a t e r m a i n New 12" gate valve 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10'. 14' wide driveway 4'x4' pad 36-8 36-7 36-6 G7 G6G8 G9 G10 36-10 36-9 New Drop Inlet Rim 415.0 Inv. fd 412.0 Inv. 411.0 New 12" HDPE s=0.01 0.17 ac New Drop Inlet Rim 414.5 Inv. fd 411.43 Inv. 410.43 New Drop Inlet Rim 414.25 Inv. fd 410.86 Inv. 409.86 New 12" HDPE s=0.01 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-10 SITE PLAN - MABEL WAY & DANIEL DRIVE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW SEE SHEET C-11 SE E S H E E T C - 9 SE E S H E E T C - 1 9 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B Ty p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III 8' MIN 8' MIN TR1 TP5 TR1 TP4 TR1 TP3 TR1 TP2 TR1 TP1 TR7 TP2 TR7 TP1 TR5 TP2 TR5 TP1 TR3 TP2 TR3 TP1 TR4 TP2 TR4 TP1 TR6 TP3 TR6 TP2 TR6 TP1 TR2 TP1 TR2 TP2 TR2 TP3TR2 TP4 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20 WATERSHED PLAN - POST DEVELOPMENT Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 EX. POND #2 EX. POND #3 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 GRAVEL WETLAND #9 (future)LIMIT OF EASTVIEW EASTVIEW SN008 RECEIVING WATER = WETLNDS IN POTASH BROOK WATERSHED X X SN007 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN009 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X X SN006 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED SN004 RECEIVING WATER = POTASH BROOK X SN003 (off page) RECEIVING WATER = POTASH BROOK SN002 RECEIVING WATER = WETLANDS IN POTASH BROOK WATERSHED X SN001 RECEIVING WATER = POTASH BROOKX SN005 CITY SYSTEM EVENTUAL RECEIVING WATER = POTASH BROOK X SN010 RECEIVING WATER = POTASH BROOK X GRAVEL WETLAND #6B DISCONNECTION AREA #1. DISCONNECTION IS LOCATED ON SAME LOT AS IMPERVIOUS SURFACE OR ON OPEN SPACE LOT 50' W e t l a n d S e t b a c k 50 ' W e t l a n d Se t b a c k 8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.2 POST CONSTRUCTION SOIL DEPTH & QUALITY PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 EASTVIEW GRAVEL WETLAND #6B · · · · · Post-Construction Soil Depth and Quality Notes Required Elements: Soil retention: Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. Soil quality: All areas subject to the Standard shall demonstrate the following: ■A topsoil layer with a minimum organic matter content of 4% dry weight in planting beds and turf areas. The topsoil layer shall have a minimum depth of 4 inches, except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. ■Compost and other materials shall be used that meet the following requirements: o The compost or other materials shall have a carbon to nitrogen ratio below 25:1. o Compost shall meet the definition of “compost” in the Agency's Solid Waste Management Rules or shall meet the contaminant standards in the Vermont Solid Waste Management Rules §6-1104(g)(6- 7), §6-1105(e)(8-9), and §6-1106(e)(7-9). Compost or other organic materials may be amended to meet the foregoing requirements. o Exceptional Quality biosolids (EQ biosolids) may be used as a soil amendment, at a maximum proportion of 35% of the total soil volume, and shall be well mixed with existing soil before or during application. ■The resulting soil shall be conducive to the type of vegetation to be established. ■The soil quality requirements shall be met by using one or a combination of the following methods: o Option 1: Leave undisturbed native vegetation and soil, and protect from compaction during construction. Failure to establish and maintain exclusionary controls around these areas during the construction phase may trigger the requirement to restore soils per one of the following options. o Option 3: Remove and stockpile existing topsoil during grading. ▪Stockpile soil on site in a designated controlled area, at least 50 feet from surface waters, wetlands, floodplains, or other critical resource areas; ▪Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Stockpiled topsoil shall also be amended, if needed, to meet the organic content requirements: ·PRE-APPROVED RATE: Compost shall be incorporated with an organic matter content between 40 and 65% into the topsoil at a ratio 1:3, or ·CALCULATED RATE: Incorporate composted material or approved organic material at a calculated rate to achieve 4 inches of settled soil at 4% organic content;* ▪Replace stockpiled topsoil prior to planting, screen topsoil, and; ▪Rake to level, and remove surface rocks larger than 2 inches in diameter. o Option 4: Import topsoil mix, or other materials for mixing, including compost, of sufficient organic content and depth. ·Scarify or till subgrade to a depth of 4 inches. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ·Place 4 inches of imported topsoil mix on surface. The imported topsoil mix shall contain 4% organic matter. Soils used in the mix shall be sand or sandy loam as defined by the USDA; Shop drawing submittal is required. Find USDA sieve for sand and sandy loam. ·Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ·Water or roll to compact soil in turf areas to 85% of maximum dry density. Soil Management: o Identifies areas on the site subject to the Standard; o Soil depth and quality shall be established towards the end of construction and once established, protected from compaction, such as from large machinery, vehicle traffic, and from erosion; and o After soil amendments and placement is complete, and prior to seeding and mulching, Contractor shall perform verification sampling in locations indicated on sampling plan. Verification sampling shall include nine, 8 inch deep (min) test holes per acre of area subject to the standard. Test holes shall be excavated using only a shovel driven solely by inspector's weight and shall be at least 50 feet apart from each other. ■A dense and vigorous vegetative cover shall be established over turf areas. o Option 2: Amend existing site topsoil or subsoil in place. ▪Scarify or till subsoils to 4 inches of depth or to depth needed to achieve a total depth of 8 inches of uncompacted soil after calculated amount of amendment is added. Except for within the drip line of existing trees, the entire surface shall be disturbed by scarification; ▪Amend soil to meet organic content requirements: ·PRE-APPROVED RATE: Place 1 inch of composted material with an organic matter content between 40 and 65% and rototill into 3 inches of soil, or ·CALCULATED RATE: Place calculated amount of composted material or approved organic material and rototill into depth of soil needed to achieve 4 inches of settled soil at 4% organic content. *Contractor to provide calculation and site sketch indicating areas used for calculations. ▪Rake beds to smooth and remove surface rocks larger than 2 inches in diameter; and ▪Water or roll to compact soil in turf areas to 85% of maximum dry density. 50' W e t l a n d S e t b a c k 50 ' W e t l a n d Se t b a c k 8' MIN 8' MIN HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-20.3 STORMWATER MAINTEANCE PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EX. POND #1 WET POND & INFILTRATION BASIN A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6A GRAVEL WETLAND #7 GRAVEL WETLAND #8 EASTVIEW GRAVEL WETLAND #6B CATCH BASINS AND PIPING: LOCATED IN ALL ROADS THORUGHOUT DEVELOPED AREAS Inspect annually for structual integrity and monitor sediment depth. Clean sumps when sediment accumulation exceeds half of sump depth. Typical all catch basins. GRAVEL WETLANDS Maintenance: The plant biomass should be harvested annually, and accumulated sediment removed at intervals of 5-10 years. These activities may disrupt the wetlands system and may require some vegetation re-establishment. The riser pipes may clog and will require annual clean-out (it should be done in the winter time when one can walk on the wetland). ·First Year Post-Construction: Inspection frequency should occur after every major storm in the first year following construction. o Inspect that the system drains within 24-48 hours. o The plants may need watering if necessary during the first growing season. Revegetate if the vegetation is poorly establishing. o Identify areas of erosion and make timely repairs. o Check all inlets, outlets and subdrains for proper functioning. Risers may need to be cleaned. ·Post-Construction: Inspection frequency should occur at least every 6 months and after every major storm. Activities are expected to include: o Check the basin for a dense root mat establishment of wetland vegetation. o Check and clean the risers if there is evidence of standing water, discolored water or accumulated sediments in the cells. o Check and clean the forebay for sediments, trash and debris. When sediments have accumulated to a depth of 12 inches, standing water is persistent or wetland vegetation become established, the forebay will need to be excavated and reformed. o Verify that the cells drain within 24-48 hours. Sediment will need to be removed when an accumulation of 4 inches is evident over the wetland surface. o Check and clean all outlets and overflow spillway if blocked or there is evidence of structural damage or erosion. o Remove decaying vegetation, litter and debris. o Check for foreign species. Particular care must be used to avoid the unintended introduction of invasive species such as purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). It is recommended that a qualified wetland biologist be consulted when these are found in the area of the gravel wetland. GRAVEL WETLANDS #3, 4, 5, 6A, 6B, 7, & 8 SEE PLAN FOR LOCATION 1. INSPECT FOR PROLONGED STANDING WATER AFTER RAIN EVENTS. INSPECT GRATES AND OBSERVATION PORTS. 2. INSPECT FOR EROSION, ACCUMULATED SEDIMENT, AND ENSURE PLANTS ARE HEALTHY. REMOVE SEDIMENT AND REPLACE PLANTS AS NECESSARY. 3. INSPECT OUTLET STRUCTURE TO ENSURE GOOD REPAIR AND NO CLOGGING. FOREBAYS #3, 4, 5, 6A, 6B, 7, & 8 SEE PLAN FOR LOCATION 1. INSPECT FOR EROSION AND ACCUMULATED SEDIMENT 2. REMOVE SEDIMENT FROM FOREBAY WHEN 6 - 12 INCHES OF SEDIMENT HAVE ACCUMULATED STONE SPLASH PADS/WEIRS: LOCATED AT ALL GRAVEL WETLANDS, FOREBAYS, AND STORMWATER PIPE INLETS & OUTLETS 1. INSPECT REGULARLY FOR SINGS OF EROSION OR DISPLACEMENT OF STONE. REPAIR AS NEEDED. 2. INSPECT FOR DEBRIS/TRASH ACCUMULATION AND REMOVE AS NEEDED. 3. MONITOR FOR EVIDENCE OF CONCENTRATED FLOW CHANNELS OR EROSION AT OUTLET. LEVEL STONE IF NEEDED TO RESTORE EVEN FLOW DISTRIBUTION. FOREBAY #3 FOREBAY #6A FOREBAY #4 FOREBAY #5 FOREBAY #6B FOREBAY #7 FOREBAY #8 STORMWATER SYSTEM MAINTENANCE NOTES ROADS AND SHARED DRIVEWAYS SEE PLAN FOR LOCATION ALL ROADS AND SHARED DRIVEWAYS/ALLEYS SHALL BE SWEPT IN THE SPRING OF EACH YEAR. Ken n e d y D r i v e Hi n e s b u r g R o a d Eldredge S t r e e t Hay e s A v e n u e Old F a r m R o a d K i m b a l l A v e n u e Wi l l i s t o n R o a d HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-21 OPEN SPACE & RESIDENT AMENITIES PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW O'Br i e n F a r m R o a d Tw o B r o t h e r s D r i v e Me a d o w L o o p Le g a c y F a r m A v e n u e I/C R o a d SUMMARY OF OPEN SPACE OPEN SPACE LEGEND EASTVIEW OPEN SPACE HILLSIDE PHASE 1 OPEN SPACE Lot 3 2.0 ac Lot 47 Open Space 12.61 ac Lot 48 Open Space 4.56 ac Lot 18 0.98 ac Lot 19 0.75 ac Lot 6 3.04 ac Lot 4 1.06 ac Business Park North Lot 4 2.4 ac Lot 33 2.38 ac Lot 58 0.76 ac 50' Wetland Setback Wetland A T y p e I I I 50' W e t l a n d S e t b a c k Wetland B Ty p e I I I 50 ' W e t l a n d Se t b a c k Wetland C Type III 8' MIN 8' MIN EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: Q-1 Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com OVERALL SITE PLAN- Rock Extraction & Crushing Area APPROXIMATE LIMIT OF ROCK EXTRACTION AREA APPROXIMATE LIMIT OF ROCK EXTRACTION AREA EX. POND #1 EX. POND #2 EX. POND #3 WET POND A GRAVEL WETLAND #1 GRAVEL WETLAND #2 GRAVEL WETLAND #3 GRAVEL WETLAND #4 GRAVEL WETLAND #5 GRAVEL WETLAND #6B GRAVEL WETLAND #7 GRAVEL WETLAND #8 Lot 1 8.9 ac Lot 2 5.0 ac Lot 3 2.0 ac Lot 4 1.1 ac Lot 5 8.8 ac Lot 6 3.0 ac Lot 7 2.4 ac Lot 5 8.8 ac Lot 8 4.6 ac Lot 9 1.9 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 13 2.78 ac Lot 15 2.38 ac Lot 12 1.6 ac Lot 14 1.1 ac Lot 17 2.48 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 21 0.50 ac Lot 22 0.35 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 25 1.27 ac Lot 26 1.32 ac Lot 27 0.74 ac Lot 28 0.46 ac Lot 33 2.38 ac Lot 31 2.39 ac Lot 32 4.80 ac Lot 35 2.38 ac Lot 47 Open Space 12.61 ac Lot 29 1.70 ac Lot 40 1.90 ac Lot 41 3.65 ac Lot 46 3.96 ac Lot 48 Open Space 4.56 ac Business Park North Lot 4 2.4 ac Archaeology Zone Archaeology Zone Lot 34 1.30 ac Lot 39 3.54 ac 16-1 16-2 16-3 16-4 16-716-616-5 16-8 16-9 16-10 16-11 16-12 16-13 16-14 20 - 1 32 - 1 32 - 2 32 - 3 32 - 4 32 - 5 32 - 6 32 - 7 32 - 8 32 - 9 32 - 1 0 32 - 1 1 32 - 1 2 32 - 1 3 32- 1 4 3 2 - 1 5 3 2 - 1 6 32 - 1 7 32 - 1 8 32 - 1 9 32 - 2 0 32 - 2 1 3 2 - 2 2 32 - 2 3 3 2 - 2 4 31-1 31-5 31-7 3 1 - 9 34-1 34-3 34-6 34-7 39-139-239-3 39-4 39-539-639-739-839-9 39-1039-1138-138-238-338-4 38-5 34-2 34-4 34-5 34-8 34-9 31-2 31-3 31-4 31-6 31-8 3 1 - 1 0 3 1 - 1 1 31 - 1 2 20 - 2 20 - 3 20 - 4 20 - 5 20 - 6 20 - 7 20 - 8 20 - 9 20 - 1 0 20 - 1 1 20 - 1 2 20 - 1 3 20 - 1 4 20 - 1 5 20 - 1 6 20 - 1 7 20 - 1 8 20 - 1 9 20 - 2 0 20 - 2 1 20 - 2 2 20 - 2 3 20 - 2 4 20 - 2 5 20 - 2 6 Lot 38 1.56 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 Lot 42 3.14 ac Lot 43 3.95 acLot 44 3.51 ac Lot 45 2.90 ac Lot 37 0.71 ac 32 - 2 5 35-12 35-13 35-14 35-15 35-16 35-17 35-18 36 - 1 35-11 34-10 Lot 30 1.37 ac Lot 36 1.02 ac 24-1 24-124-2 24-3 24-4 36 - 2 36 - 3 36 - 4 36 - 5 37-3 37-4 37-5 37-6 GRAVEL WETLAND #6A 16 - 1 5 16 - 1 6 16-17 16-18 16-19 Lot 49 0.54 ac Lot 50 1.15 ac Pedestrian easement Airport Appro a c h C o n e Lot 51 0.86 ac Lot 52 0.55 ac Lot 53 0.52 ac Lot 54 0.46 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac 36 - 6 36 - 7 36 - 8 36 - 9 36 - 1 0 3 1 - 1 3 3 1 - 1 4 3 1 - 1 5 3 1 - 1 6 3 1 - 1 7 3 1 - 1 8 3 1 - 1 9 3 1 - 2 0 3 1 - 2 1 3 1 - 2 2 3 1 - 2 3 3 1 - 2 4 3 1 - 2 5 3 1 - 2 6 Lot 18 Open Space 0.98 ac Lot 59 0.17 ac Lot 5 8.8 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 33 2.38 ac 16-1 16-2 16-3 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 20-1 32-1 32-2 32-3 32-4 32-5 32-6 32-21 32-22 20-2 20-3 20-4 20-5 20-6 20-7 20-8 20-9 20-10 20-11 20-12 20-13 20-14 20-15 20-16 20-17 20-18 20-19 20-20 20-21 20-22 Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Barn G1 G2 G3 G4 G5 G6 PCG 420.1 PCG 419.7 PCG 419.0 PCG 418.5 PCG 418.0 PCG 417.0 PCG 416.0 PCG 414.75 PCG 413.5 PCG 412.25 PCG 410.75 PCG 408.75 PCG 409.5 PCG 412.2 PCG 414.2PCG 416.2 PCG 418.4 PCG 419.4PCG 420.0 PCG 417.2 8' paved multi-use path 9 Parking spaces 8' paved mul t i - u s e p a t h 11 Parking spaces 10 ' p a v e d m u l t i - u s e p a t h New Pavillion New Paved parking Pervious parking spaces (typ.) Lot 49 0.54 ac PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 PCG 406.2 New concrete curb New concrete curb 5' c o n c r e t e s i d e w a l k Flush curb for ADA space New 30' access and utility easement New 20' access and utility easement New underground power to existing 200 Old Farm Road. New 1 0 ' p a v e d p a t h New 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk Ne w 4 ' c o n c r e t e s i d e w a l k New 5' concre t e s i d e w a l k New 5' concrete sidewalk Ne w 4 ' c o n c r e t e s i d e w a l k 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 2, EV spaces 6'x11' transformer 7'x2' charger SKATING RINK HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-7 EPSC CONSTRUCTION PLAN LEO LANE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 5 8.8 ac EASTVIEW CONSTRUCTION NOTES SE E S H E E T E P S C - 8 SEE SHEET EPSC-18 SE E S H E E T E P S C - 1 1 Lot 31 2.39 ac Lot 32 4.80 ac 16-13 16-14 32-7 32-13 32-14 32-15 32-16 32-17 32-18 32-19 32-20 31-1 31-5 31-7 31-9 31-2 31-3 31-4 31-6 31-8 20-23 20-24 20-25 20-26 Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 31 2.38 ac PARK SPACE Lot 11 1.2 ac Lot 24 1.25 ac Lot 19 Open Space 1.51 ac 32-8 32-9 32-10 32-11 32-12 G7 G8 G9 G10 G11 G12 G13 G14 16-15 16-16 16-17 16-18 16-19 PCG 406.75 PCG 405.5 PCG 407.0 PC G 4 0 5 . 5 PC G 4 1 0 . 1 PC G 4 1 2 . 5 PCG 4 1 2 . 5 PCG 4 1 0 . 3 17 Parking spaces 2 Parking spaces 8' paved multi-use p a t h 8' paved multi-us e p a t h Pervious parking spaces (typ.) Raised crosswalk 24-1 24-2 24-3 24-4 Lot 23 0.12 ac Ne w 8 " w a t e r stu b w i t h c a p , trh u s t b l o c k a n d wit n e s s N e w 1 5 " H D P E s = 0 . 0 2 1 New 15" HDPE s=0.08 6 New 1 5 " HDP E s = 0 . 0 1 New 1 5 " HDP E s = 0 . 0 1 Ne w C B Ri m 3 6 7 . 3 Inv. i n 3 6 1 . 4 2 Inv . o u t 3 6 1 . 3 3 Inv. u d 3 6 4 . 3 Ne w C B Ri m 3 7 2 . 8 Inv. i n 3 6 7 . 9 1 Inv . o u t 3 6 7 . 8 1 Inv. u d 3 6 8 . 6 6 Ne w C B Ri m 3 7 2 . 9 Inv . o u t 3 6 8 . 1 5 Inv. u d 3 6 8 . 9 Ne w C B Ri m 3 7 0 . 9 Inv. i n 3 6 6 . 1 5 Inv. o u t 3 6 6 . 0 5 Inv . u d 3 6 6 . 9 Ne w C B Ri m 3 7 0 . 9 Inv. i n 3 6 5 . 9 Inv. o u t 3 6 5 . 8 Inv . u d 3 6 6 . 6 5 Ri m 3 6 6 . 2 5 Inv . i n 3 6 1 . 8 Inv . o u t 3 6 1 . 7 Ne w C B Ri m 3 6 6 . 2 5 Inv. i n 3 6 2 . 0 Inv. o u t 3 6 1 . 9 Ne w C B Ri m 3 6 8 . 4 Inv. i n 3 6 2 . 8 2 Inv . o u t 3 6 2 . 7 2 Ne w C B Ri m 3 7 2 . 5 Inv . i n 3 6 7 . 7 5 Inv . o u t 3 6 7 . 6 5 Ne w C B Ri m 3 7 1 . 0 Inv . i n 3 6 6 . 2 5 Inv . o u t 3 6 6 . 1 5 Ne w C B Ri m 3 7 0 . 0 Inv . i n 3 6 5 . 2 5 Inv . o u t 3 6 5 . 1 5 Ne w C B Ri m 3 7 5 . 2 5 Inv. i n 3 7 0 . 5 Inv . o u t 3 7 0 . 4 Ne w C B Rim 3 7 5 . 5 Inv. o u t 3 7 1 . 0 New 1 2 " H D P E s=0.0 1 4 N e w 1 5 " H D P E s = 0 . 1 1 5 Ne w 1 2 " H D P E s= 0 . 0 1 2 New 15" HDPE s=0.053 Ne w 1 5 " H D P E s= 0 . 0 2 1 Ne w 1 5 " H D P E s= 0 . 0 7 New 1 5 " H D P E s = 0 . 0 0 5 New 1 5 " H D P E s= 0 . 0 1 G15 G16 G17 G18 G19 PCG 397.5 PC G 3 9 7 . 7 PC G 3 9 8 . 5 PC G 4 0 0 . 8 PC G 4 0 1 . 5 PCG 414.5 PCG 414.1 PCG 412.7 PCG 411.5 PCG 410.5 PCG 410.5 PCG 410.5 PCG 4 1 0 . 2 PCG 4 1 2 . 3 PCG 4 1 0 . 7 PCG 408 . 7 PCG 407.7 PCG 407.4 PCG 406.5 PCG 381.5 PCG 381.0 PCG 381.0 PCG 381.0 G1 G2 G3 G4 PCG 3 8 5 . 0 PC G 3 8 5 . 5 Lot 52 0.55 ac Lot 19 Open Space 0.75 ac Lot 58 0.76 ac New 20' min. access and utility easement New 30' access and utility easement New 5' concret e s i d e w a l k New 5' concret e s i d e w a l k Ne w 5 ' p a v e d p a t h New 6 ' c o n c r e t e s i d e w a l k Ne w 5 ' c o n c r e t e s i d e w a l k New 5' concret e s i d e w a l k N e w 5 ' c o n c r e t e s i d e w a l k New 5 ' c o n c r e t e s i d e w a l k 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb 31-13 31-14 31-15 31-16 31-17 31-18 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-8 EPSC CONSTRUCTION PLAN LEO LANE & OLD FARM ROAD Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-12 SE E S H E E T E P S C - 7 SE E S H E E T E P S C - 9 Lot 33 2.38 ac Lot 34 1.30 ac 34-1 34-3 39-11 38-138-2 38-3 38-4 38-5 34-2 34-4 34-5 34-9 Lot 33 2.38 ac Lot 37 0.71 ac Lot 38 1.56 ac Lot 35 2.38 ac 35-1 35-2 35-3 35-4 35-5 35-6 35-7 35-8 35-9 35-10 34-6 34-7 34-8 Lot 35 2.38 ac 35-12 35-13 35-14 35-15 37-3 37-4 37-5 37-6 35-16 35-17 35-18 35-11 PCG 398. 0 PCG 400.0 PCG 403.25 PCG 409.5 PCG 410.0 PCG 404.5 PCG 401.5 10 ' p a v e d m u l t i - u s e p a t h 10 ' p a v e d m u l t i - u s e p a t h New Pavillion New Paved parking 34-10 36-136-236-3 36-4 36-5 G5 G4 G3 G2 G1 Lot 36 1.02 ac PC G 4 2 5 . 8 PC G 4 2 4 . 0 PC G 4 2 1 . 5 PC G 4 1 8 . 2 PC G 4 1 4 . 5 PCG 4 1 1 . 5 PCG 408.0 PC G 4 2 6 . 2 PC G 4 2 3 . 6 PC G 4 2 0 . 8 PC G 4 1 7 . 8 P C G 4 1 5 . 8 PC G 4 2 5 . 9 PC G 4 2 5 . 0 PC G 4 2 3 . 1 PC G 4 1 8 . 6 PC G 4 1 4 . 1 PC G 4 0 8 . 5 PC G 4 0 3 . 8 PC G 4 0 1 . 8 PC G 4 1 1 . 8 PC G 4 0 7 . 8 PC G 4 0 3 . 8 PC G 4 0 1 . 2 5 PCG 424.6 PCG 425.5 PCG 426.3 PCG 426.4 PCG 426.4 New concrete curb New concrete curb 5' c o n c r e t e s i d e w a l k 8' p a v e d m u l t i - u s e p a t h Flush curb for ADA space New 5' concrete sidewalk New 5' concrete sidewalk New 5' concrete sidewalk 30' radius w/mountable curb. Transition to regular curb over 10' (typ.) 30' radius w/mountable curb. Transition to regular curb over 10'. 30' radius w/mountable curb. Transition over 10' 30' radius w/mountable curb 2, EV spaces 6'x11' transformer 4'x4' pad 7'x2' charger SKATING RINK 36-8 36-7 36-6 G7 G6G8 G9 G10 36-10 36-9 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-11 EPSC CONSTRUCTION PLAN DANIEL DRIVE, BARN ROAD & MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SE E S H E E T E P S C - 1 2 SEE SHEET EPSC-7 SE E S H E E T E P S C - 1 8 . 1 SEE SHEET EPSC-16 Lot 33 2.38 ac Lot 32 4.80 ac Lot 47 Open Space 12.61 ac Lot 39 3.54 ac 32-21 32-22 32-23 39-3 39-4 39-5 39-639-739-8 39-9 39-10 39-11 34-9 Lot 33 2.38 ac Lot 47 Open Space 12.61 ac Barn 32-24 32-25 G1 PCG 404.5 PCG 401.5 PCG 400.2 PCG 398.0 PCG 396.7 PCG 395.8 PCG 39 6 . 0 PCG 3 9 9 . 0 PCG 403 . 5 10 ' p a v e d m u l t i - u s e p a t h 10 ' p a v e d m u l t i - u s e p a t h New Pavillion New Paved parking 34-10 Pervious parking spaces (typ.) Lot 49 0.54 ac PCG 406.2 PCG 405.4 PCG 4 0 4 . 7 PCG 4 0 2 . 6 PCG 4 0 0 . 4 PCG 4 1 1 . 5 PCG 408.0 New concrete curb New concrete curb 5' c o n c r e t e s i d e w a l k 8' p a v e d m u l t i - u s e p a t h Flush curb for ADA space New 5' concrete sidewalk New grav e l p a t h Ne w 4 ' c o n c r e t e s i d e w a l k New 5 ' c o n c r e t e s i d e w a l k 7'x2' charger HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-12 EPSC CONSTRUCTION PLAN MABEL WAY Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SE E S H E E T E P S C - 1 3 SEE SHEET EPSC-7 SE E S H E E T E P S C - 1 1 SEE SHEET EPSC-15 2.39 ac Archaeology Zone Archaeology Zone 31-9 39-1 39-2 31-10 3 1 - 1 1 3 1 - 1 2 Lot 39 3.54 ac New parking with pervious pavers PCG 40 8 . 2 PCG 405.0 PCG 406.25 Access route easement for C1-LR lots 8' MI N 8' MI N PCG 406.5 PC G 3 8 6 . 0 PCG 3 8 6 . 9 PC G 3 8 7 . 8 PC G 3 8 7 . 1 PC G 3 8 7 . 3 New 1 0 ' p a v e d m u l t i - u s e p a t h DOG PARK (refer to Landscape Plans) Access route for C1-LR lots Lot 53 0.52 ac Lot 54 0.45 ac Lot 57 0.39 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 29 1.70 ac Lot 55 1.63 ac Lot 56 0.96 ac Lot 47 Open Space 12.61 ac New concrete curb New p a v e d p a t h Ne w p a v e d p a t h New paved p a t h Ne w c o n c r e t e w a l k Ne w c o n c r e t e w a l k New gravel p a t h New 50' access and utility easement Temporary gravel parking for 4 cars NOTE: Temporary parking area to be removed with approved development of Lot 57 Trees above 6" diameter in this area will be retained and limbed up to 8' New 5 ' c o n c r e t e s i d e w a l k New 5 ' c o n c r e t e s i d e w a l k New 5' concrete sid e w a l k Ne w 5 ' p a v e d p a t h 31-18 31-19 31-20 31-21 31-22 31-23 31-24 31-25 31-26 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-13 EPSC CONSTRUCTION PLAN MABEL WAY, O'BRIEN FARM ROAD, & KIMBALL AVENUE Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW CONSTRUCTION NOTES SEE SHEET EPSC-8 SE E S H E E T E P S C - 1 2 SEE SHEET EPSC-14 EASTVIEW HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-21 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com Lot 35 2.38 ac Lot 34 1.30 ac STABILIZATION NOTES: Lot 37 0.71 ac Lot 36 1.02 ac Lot 33 2.38 ac Lot 49 0.54 ac Lot 5 8.8 ac Lot 18 Open Space 0.98 ac Lot 7 2.4 ac Lot 16 2.81 ac Lot 20 2.13 ac Lot 32 4.80 ac Lot 39 3.54 ac Lot 6 3.0 ac SE E S H E E T E P S C - 2 2 SEE SHEET EPSC-23 Lot 59 0.17 ac TR1 TP5 TR1 TP4 TR1 TP3 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: EPSC-22 EPSC STABILIZATION PLAN Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW Lot 13 2.78 ac Lot 15 2.38 ac Lot 17 3.11 ac STABILIZATION NOTES: GRAVEL WETLAND #3 GRAVEL WETLAND #6A GR A V E L WE T L A N D # 6 B Lot 32 4.80 ac Lot 16 2.81 ac Lot 19 Open Space 1.51 ac Lot 23 0.12 ac Lot 24 1.25 ac Lot 31 2.39 ac Lot 10 0.9 ac Lot 11 1.2 ac Lot 21 2.30 ac Lot 22 1.25 ac Lot 25 2.53 ac Lot 26 1.88 ac Lot 27 1.00 ac Lot 28 2.11 ac Lot 30 0.30 ac Lot 47 Open Space 12.64 ac SE E S H E E T E P S C - 2 1 SEE SHEET EPSC-24 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: X-4 Overall Existing Conditions Plan -Trees Old Farm Road and Kennedy Drive, South Burlington, Vermont O'BRIEN BROTHERS 1855 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 email@krebsandlansing.com EASTVIEW LIMIT OF EASTVIEW