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HomeMy WebLinkAboutZP-24-002 - 0385-0389-0395 Old Farm Road 4/4/2024ZP-24-002 3,728.4012/18/2023 R1 PRD triplex #SD-22-10A 01/19/2023   VIA HAND‐DELIVERY    December 12, 2023    Betsy Brown  South Burlington Planning and Zoning   180 Market Street  South Burlington, VT 05403      Re:   Zoning Permit Application 385‐395 Old Farm Road, South Burlington, VT 05403     Betsy,    Further to Final Plat Permit SD‐22‐10A, enclosed please find a zoning permit application  for 385‐395 Old Farm Road, South Burlington, Vermont 05403, Unit 20‐15, 20‐16 & 20‐17 on  the Final Plat/Site Plan submitted as part of SD‐22‐10A.  Also enclosed please find:    1. A Water Allocation Application;  2. A Wastewater Allocation Application.  3. A wastewater Connection Application.   4. A site plan of the applicable area of the proposed home.   5. An architectural drawing showing compliance with plans proposed and permitted in SD‐ 22‐10A.     Regarding the height of the proposed structure, please note that the preconstruction  grade elevation (PCG) of the lot is 414.2 ft msl.  The First Floor Elevation (FFE) is 414.8 ft msl.  The  PCG is calculated on the approved project plans by the project engineer.  The height from FFE to  the mid‐point of the tallest roof plane is 23.75’, as shown on the attached plan.  The height of  the building is the FFE, less the PCG, plus the height to the roof midpoint.  This is 24.35’, below  the height limit of the district and SD‐22‐10A.      Please contact us with any questions or concerns.            Sincerely,           Brandon Secl, Estimator   Property Owners Name:O'Brien Eastview, LLC Property Location:385-389-395 Old Farm Road Amount:$26,438.10 Payment Type:check #1359 Date:12/21/2023 Code Zoning Permit (New Residential)ZP-24-002 zp Recording fee 13.00$ plus addition/alteration cost 5.00$ per $1,000 project cost -$ OR: plus 5468 0.45$ per sq. ft. 2,460.60$ plus 2774 0.20$ per sq. ft. 554.80$ plus 5 50.00$ per bay 250.00$ plus After-the fact of 50% [no NOV] or 100% [NOV] -$ Zoning Permit Total 3,278.40$ Sewer Allocation Fee WWA-24-100 #204 747.45 g.p.d x 14.57$ 10,890.35$ Bartlett Bay WWA-24-101 x Airport Parkway WWA-24-102 Impact Fee Administrative Fee #248 $100.00 per application $100.00 School Impact Fee #222S 8,566.02$ Recreation Impact Fee* #220 $1,665.08 /unit -$ South Village Recreation Impact Fee #243 /unit Road Impact Fee #221 $641.66 /unit 1,924.98$ Fire Impact Fee #203 /unit -$ Police Impact Fee #222 $496.45 /unit 1,489.35$ Dorset Street Waterline Fee #230 /unit -$ Sewer Connection Inspection WWC-24-01 ww 63.00$ per connection 189.00$ WWC-24-02 WWC-24-03 Total (Impact Fees + Permit) 26,438.10$ Planning & Zoning Invoice Residential Impact & Permit Fees garage bay(s) at Amount Due sq. ft building at sq. ft unfinished basement at IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A0.000 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t COVER SHEET SHEET INDEX SHEET NUMBER SHEET NAME ARCHITECTURAL A0.000 COVER SHEET A0.001 ARCHITECTURAL GENERAL NOTES A1.100 BASEMENT FLOOR PLAN A1.110 MAIN FLOOR PLAN A1.120 UPPER FLOOR PLAN A1.200 EXTERIOR ELEVATIONS A1.201 EXTERIOR ELEVATIONS A1.300 ROOF PLAN ARCHITECTURAL - UNITS - TH 2-2 A1.100_2-2 BASEMENT FLOOR PLAN - UNIT TH 2-2 A1.110_2-2 MAIN FLOOR PLAN - UNIT TH 2-2 A1.120_2-2 UPPER FLOOR PLAN - UNIT TH 2-2 A1.200_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.201_2-2 EXTERIOR ELEVATIONS - UNIT TH 2-2 A1.300_2-2 ROOF PLAN - UNIT TH 2-2 A1.400_2-2 BUILDING SECTIONS - UNIT TH 2-2 A1.401_2-2 BUILDING SECTIONS - UNIT TH 2-2 A1.500_2-2 STAIR SECTIONS - UNIT TH 2-2 A1.600_2-2 FLOOR PLAN OPTIONS - UNIT TH 2-2 ARCHITECTURAL - UNITS - TH 1-1 A1.100_1-1 BASEMENT FLOOR PLAN - UNIT TH 1-1 A1.110_1-1 MAIN FLOOR PLAN - UNIT TH 1-1 A1.120_1-1 UPPER FLOOR PLAN - UNIT TH 1-1 A1.200_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.201_1-1 EXTERIOR ELEVATIONS - UNIT TH 1-1 A1.300_1-1 ROOF PLAN - UNIT TH 1-1 A1.400_1-1 BUILDING SECTIONS - UNIT TH 1-1 A1.500_1-1 STAIR SECTIONS - UNIT TH 1-1 ARCHITECTURAL - UNITS - TH 2-1 A1.100_2-1 BASEMENT FLOOR PLAN - UNIT TH 2-1 A1.110_2-1 MAIN FLOOR PLAN - UNIT TH 2-1 A1.120_2-1 UPPER FLOOR PLAN - UNIT TH 2-1 A1.200_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A1.201_2-1 EXTERIOR ELEVATIONS - UNIT TH 2-1 A1.300_2-1 ROOF PLAN - UNIT TH 2-1 A1.400_2-1 BUILDING SECTIONS - UNIT TH 2-1 A1.500_2-1 STAIR SECTIONS - UNIT TH 2-1 A1.600_2-1 FLOOR PLAN OPTIONS - UNIT TH 2-1 ELECTRICAL - UNITS - TH 2-2 E1.100_2-2 BASEMENT ELECTRICAL PLAN - UNIT TH 2-2 E1.110_2-2 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 2-2 E1.120_2-2 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 2-2 E1.600_2-2 FLOOR PLAN OPTION - ELECTRICAL PLAN ELECTRICAL - UNITS - TH 1-1 E1.100_1-1 BASEMENT ELECTRICAL PLAN - UNIT TH 1-1 E1.110_1-1 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 1-1 E1.120_1-1 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 1-1 ELECTRICAL - UNITS - TH 2-1 E1.100_2-1 BASEMENT ELECTRICAL PLAN - UNIT TH 2-1 E1.110_2-1 MAIN FLOOR ELECTRICAL PLAN - UNIT TH 2-1 E1.120_2-1 UPPER FLOOR ELECTRICAL PLAN - UNIT TH 2-1 E1.600_2-1 FLOOR PLAN OPTION - ELECTRICAL PLAN TOTAL NUMBER OF SHEETS: 46 Hillside at O'Brien Farm -Old Farm Road Triplex South Burlington, Vermont Landscape Plan Grading Plan 38' - 0"20' - 0"32' - 0" 90' - 0" 68 ' - 0 " 5' - 0 " 3' - 0 " 54 ' - 8 " 3' - 4 " 2' - 0 " 68 ' - 0 " 38' - 0"20' - 0"32' - 0" 90' - 0" CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" 2' - 0 " 5' - 0 " 2' - 0 " 4' - 0"8' - 0"6' - 0"19' - 11"11' - 5"8' - 7"21' - 9"10' - 4" 38 ' - 0 " 12 ' - 0 " 14 ' - 0 " 4' - 0 " 8' - 0"29' - 11"13' - 9"6' - 5"15' - 11"8' - 0"8' - 0" 6' - 0 " 8' - 0 " 16 ' - 4 " 24 ' - 4 " 3' - 2 " 20 ' - 6 " 1' - 0 " 3' - 0 " 10 ' - 2 " 5" 3' - 0 " 7' - 6" 7' - 1" 6' - 11" 22 ' - 1 0 " 10' - 8" 20' - 4"22 ' - 2 " 7' - 2 " 9' - 6" 7' - 2 " 13 ' - 8 " 7' - 7" 6' - 10" 7' - 11" 6' - 11" 1' - 0 " 5' - 10"1' - 0" 3' - 0" 7' - 0" 6' - 2" 4' - 7 " 4' - 7" 5' - 5 1 / 2 " 4' - 7 1/2" 4' - 7 " IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.100 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t BASEMENT FLOOR PLAN GENERAL FLOOR PLAN NOTES • MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) • WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. • PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. • ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. • PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. • SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. • PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. • ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) • ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) • CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. • 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 U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. • FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. SCALE: 3/16" = 1'-0" Basement Plan Cluster 1-A TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL 38' - 0"20' - 0"32' - 0" 90' - 0" 38' - 0"20' - 0"32' - 0" 90' - 0" 68 ' - 0 " 2' - 0 " 58 ' - 0 " 3' - 0 " 5' - 0 " 68 ' - 0 " 2' - 0 " 5' - 0 " 2' - 0 " 8' - 0 " IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.110 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t MAIN FLOOR PLAN SCALE: 3/16" = 1'-0" Main Floor Plan GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •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 U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Cluster 1-A CL CL CL CL TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" 86' - 0" 34' - 0"20' - 0"32' - 0" 34' - 0"20' - 0"32' - 0" 86' - 0" 38 ' - 0 " 30 ' - 0 " 68 ' - 0 " 9' - 6 " 4' - 6 " 48 ' - 8 " 5' - 4 " 68 ' - 0 " 6' - 6 " 1' - 0 " 29 ' - 7 " 9' - 8 " IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.120 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t UPPER FLOOR PLAN SCALE: 3/16" = 1'-0" Upper Floor Plan GENERAL FLOOR PLAN NOTES •MAIN FLOOR WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 8'-0 7/8". UPPER FLOOR AND BASEMENT LEVEL WINDOWS WILL HAVE A WINDOW HEAD HEIGHT OF 7'-0 7/8". (U.N.O.) •WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING -SEE GENERAL NOTES. WINDOWS LOCATED AT +72" ABOVE FINISHED GRADE MUST COMPLY WITH IRC R312.2. •PROVIDE GYPSUM BOARD -SEE GENERAL NOTES FOR CODE REQUIREMENTS. •ANY EXTERIOR SHELF BELOW WINDOW SILL SHALL SLOPE AWAY 1/4" PER FOOT. APPLY ELASTOMERIC SEALANT. •PROVIDE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE CONTROL VALVES FOR ALL SHOWER AND TUB / SHOWER COMBINATIONS. •SHOWER AREA WALLS SHALL BE FINISHED WITH APPROVED 'CEMENT', 'FIBER-CEMENT', OR 'GLASS MAT GYPSUM' BACKERS AND NON- ABSORBANT SURFACE TO A HEIGHT OF 72" ABOVE THE DRAIN -SEE GENERAL NOTES, SECTION IX, AND IRC SECTION R702.4.2. •PROVIDE BLOCKING FOR ALL GRAB BARS IN BATHS, SEE DETAILS. •ALL PARTITIONS ARE DIMENSIONED TO FACE OF FRAMING. (U.N.O.) ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH (U.N.O.) •ALL ANGLED PARTITIONS ARE 45 DEGREES. (U.N.O.) •CENTER-LINE OF WATER CLOSET SHALL BE A MINUMUM OF 15" FROM ANY VERTICAL SURFACE OR FIXTURE. •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 U.N.O. TRUSS MFG. TO SIZE MEMBERS, FESTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. •FOR ADDITIONAL INFORMATION SEE GENERAL NOTES AND DETAILS. Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.200 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" Leo Lane Elevation SCALE: 1/4" = 1'-0" Old Farm Rd. Elevation EXTERIOR ELEVATION NOTES •REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. •GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. •BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. •PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. •INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-1 ELEVATION = +/-0'-0" IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.201 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES • REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. • GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. • BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. • PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. • INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. Cluster 1-A 10:12 10:12 10:12 10:12 6: 1 2 6: 1 2 10:12 10:12 6: 1 2 4: 1 2 6: 1 2 4: 1 2 4: 1 2 8:12 6: 1 2 6: 1 2 3: 1 2 10:12 10:12 4: 1 2 4:12 4: 1 2 6:12 6: 1 2 6: 1 2 4:12 10:12 10:12 4: 1 2 4:12 6: 1 2 6: 1 2 4: 1 2 10:12 10:12 4: 1 2 10:12 10:12 8:12 TH 2-2 ELEVATION = +/-0'-0" TH 1-1 ELEVATION = +/-0'-0" TH 2-1 ELEVATION = +/-0'-0" CL CL CL CL PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR NOT LESS THAN 4'-0" EACH SIDE OF COMMON WALL. TYP. 1' - 0" EAVE TYP. 1' - 0" RAKE 6:12 IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.300 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e a t O ' B r i e n F a r m Ol d F a r m R o a d T r i p l e x So u t h B u r l i n g t o n , V e r m o n t ROOF PLANSCALE: 3/16" = 1'-0" Roof Plan Cluster 1-A MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-2 ELEVATION = +/-0'-0" 24. 3 5 ' MAIN FLOOR MAIN PLATE 9' - 1 1 / 8 " UPPER FLOOR UPPER PLATE 8' - 1 1 / 8 " TOP OF FOUNDATION TH 2-1 ELEVATION = +/-0'-0" IS S U E D A T E : RE V I S I O N S JOB NO:PROJ MGR: CHECKED:DRAWN: 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 P R O T E C T E D UN 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 MA I N T A I N S O W N E R S H I P O F S U C H A N D A L L R I G H T S AN D P R I V I L E G E S . A1.201 CLUSTER 1-A MS210304.00 MB JM JM -- Hi l l s i d e at O' B r i e n Fa r m 385 - 39 5 Ol d Fa r m Ro a d So u t h Bu r l i n g t o n , Ve r m o n t EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" Left Elevation SCALE: 1/4" = 1'-0" Right Elevation EXTERIOR ELEVATION NOTES •REFER TO GENERAL NOTES AND DETAIL SHEETS FOR TYPICAL REQUIREMENTS AND MATERIALS SPECIFIC TO THIS PROJECT. •GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. •BUILDER TO PROVIDE ROOF AND SOFFIT VENTS SPECIFIED BY ATTIC VENT SCHEDULE, OR APPROVED EQUAL. •PROVIDE GUTTERS AND DOWNSPOUTS AS SPECIFIED BY BUILDER. •INSTALL ALL PRE-MANUFACTURED MATERIALS PER MANUFACTURER'S REQUIREMENTS, RECOMMENDATIONS, AND SPECIFICATIONS. INSTALLATION REQUIREMENTS TO BE PROVIDED BY BUILDER. ALL ITEMS SHOWN ARE STANDARD U.N.O. Cluster 1-A PCG New SMh Rim 408.95 Inv. in 402.73 Inv. out 402.63 New SMh Rim 414.82 Inv. in 409.02 Inv. out 408.92 New SMh Rim 417.53 Inv. in 411.73 Inv. out 411.63 New SMh Rim 415.9 Inv. in 410.23 Inv. out 410.13 New CB Rim 411.35 Inv. in 397.75 Inv. out 397.65 Inv. fd 399.0 New CB Rim 411.35 Inv. fd. 399.1 Inv. out 397.85 New CB Rim 414.95 Inv. in 402.75 Inv. out 402.65 Inv. fd 403.9 New CB Rim 414.95 Inv. fd 404.1 Inv. out 402.85 New CB Rim 417.30 Inv. in 406.45 Inv. out 406.35 Inv. fd 407.7 New CB Rim 417.30 Inv. fd 407.8 Inv. out 406.55 Lot 16 2.81 ac Lot 20 2.13 ac 16-4 16-7 16-6 16-5 16-8 16-9 16-10 16-11 16-12 32-1 32-2 32-3 32-4 32-5 32-6 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 32 4.80 ac New 4" PVC SDR 35 sanitary service. s=14"/ft. min. Typical all units. G1 G2 G3 G4 G5 G6 New 8" PVC Sewer s=0.022 New 8" PVC S e w e r s = 0 . 0 1 2 New 8" PVC Sew e r s = 0 . 0 1 2 8' paved mul t i - u s e p a t h 11 Parking spaces Ne w 1 5 " H D P E Ne w 1 5 " HD P E Ne w 1 5 " HD P E New 18" HDPE s=0.19 New 15" HDPE s=0.025 New 15" HDP E s = 0 . 1 8 New 12" HDPE New 12" HDP E New Hydrant assembly New Hydrant assembly New 12" CL 52 D.I. water main New Hydrant assembly New 12" D.I. CL 5 2 w a t e r m a i n New 34" k copper water service and curb stop. Typical all units. New 12" gate valves New 12"tee with valve & thrust block New 45° bends with thrust blocks New SMh Rim 413.4 Inv. in 407.73 Inv. out 407.63 New 20' access and utility easement New 12" D.I . C L 5 2 w a t e r m a i n New underground power to existing 200 Old Farm Road. 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 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 412.2 PCG 414.2 PCG 416.2 PCG 418.4 PCG 417.2 PCG 417.0 PCG 417.5 PCG 417.5 PCG 417.25 PCG 416.2 PCG 415.6 HILLSIDE @ O'BRIEN FARM OWNER AND APPLICANT: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION PROPERTY INFORMATION: C-3 SITE PLAN - LEO LANE and 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 SEE SHEET C-9 SE E S H E E T C - 2 SEE SHEET C-13 SE E S H E E T C - 4