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Home My WebLink AboutSP-22-030 - Plans - Record - 1475 Shelburne RoadISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-0.00 EXISTING CONDITIONS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: CALCULATIONS 1459 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%) ·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%) ·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%) ·±12 PARKING SPOTS LOCATION MAP SCALE: 1" = 1 2 MILE 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) PLAN NOTES:LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN APPROXIMATE EASEMENTS EXISTING GAS LINE/VALVE SITE LAT: N44° 25' 55.0" LONG: W73° 12' 41.9" APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 3 PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2) CALCULATIONS 1475 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±4,700 S.F. (0.11 ACRES) (10.4%) ·OVERALL IMPERVIOUS: ±28,000 S.F. (0.64 ACRES) (61.8%) ·NO ADJUSTMENTS TO FRONT YARD COVERAGE ·41 PARKING SPOTS THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.00 PROPOSED INFANT CARE FACILITY SITE PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED UNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUND COMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 CALCULATIONS 1459 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%) ·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%) ·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%) ·±12 PARKING SPOTS PROPOSED CONDITIONS: ·BUILDING COVERAGE: ±4,480 S.F. (0.10 ACRES) (14.5%) ·OVERALL IMPERVIOUS: ±14,600 S.F. (0.34 ACRES) (47.2%) ·FRONT YARD COVERAGE: ±560 S.F. (FRONT YARD AREA = 2,985 S.F.) (18.8%) ·15 PARKING SPOTS 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: EXISTING WATER/WASTEWATER DESIGN FLOW: ·THERE IS NO EXISTING WW PERMIT FOR THE PROPERTY. PROPERTY HAS AN EXISTING RESIDENTIAL HOME AND EXISTING BUSINESS DENSMORE MONUMENTS. BELOW ARE ASSUMED FLOWS BASED ON THE WW SUPPLY RULES. ·2-BEDROOM RESIDENTIAL HOME = 280 GPD ·5 EMPLOYEES * 15 GPD PER EMPLOYEE = 75 GPD ·10 PATRONS PER DAY * 4 GPD PER PATRON = 40 GPD ·TOTAL = 395 GPD STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS: ·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ON SITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE PROPOSED FACILITY EQUALS 10 EMPLOYEES AND 32 CHILDREN ·42 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 546 GPD BASIS OF DESIGN FOR POTABLE WATER AND WASTEWATER DESIGN FLOW ALL VALUES CALCULATED BELOW WERE GENERATED USING VALUES PUBLISHED BY THE "INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 10TH EDITION". VALUES ARE LISTED AS VEHICLE TRIP ENDS (VTE) BASED ON SPECIFIC USES IN THE MANUEL. MANUEL USE ANALYZED IS DAY CARE CENTER BASED ON STUDENT POPULATION (MANUAL #565). BELOW IS THE EVALUATION. STUDENTS FOR TRAFFIC CALCULATIONS: ·TOTAL STUDENTS FOR THE PROPOSED FACILITY ON 1459 SHELBURNE ROAD ·TOTAL OF 32 STUDENTS ANALYSIS:TRAFFIC VALUES: ·WEEKDAY AVERAGE VTE = 32 STUDENTS * 4.09 VTE/PER STUDENT = 131 VTE ·WEEKDAY AM PEAK HOUR VTE = 32 STUDENTS * 0.79 VTE/PER STUDENT = 26 VTE ·WEEKDAY PM PEAK HOUR VTE = 32 STUDENTS * 0.81 VTE/PER STUDENT = 26 VTE IN BOTH EVALUATIONS THE EFFECT ON TRAFFIC TO THE PROPOSED CHANGE IN USE HAS REMAINED RELATIVELY THE SAME OR WITH A SLIGHT DECREASE. PROJECT TRAFFIC 5 BIKE PARKING ONSITE WILL BE SHARED BETWEEN 1459 AND 1475 SHELBURNE ROAD PROPERTIES. THE TOTAL SQUARE FOOTAGE OF BOTH BUILDINGS IS 13,200 S.F. (±4,500 + 8,700). ·SHORT TERM: 1 BIKE PARKING SPOT PER 5,000 S.F. OF BUILDING = 13,200 S.F. / 5,000 S.F. = 3 BIKE PARKING SPOTS (MINIMUM 2 PER PROPERTY). PROJECT SHOWS 6 U-SHAPED SPOTS ·LONG TERM: 50% OF SHORT TERM. PROJECT IS REQUIRED 1 PER PROPERTY. 1459 PARCEL WILL PROVIDE A LONG TERM BIKE SPOT IN ONE OF THE CLOSETS OF THE NEW BUILDING, WALL MOUNTED. 1475 PARCEL HAS LONG TERM BIKE STORAGE IN BASEMENT. ·LOCKERS: BOTH BUILDINGS HAVE EMPLOYEE STORAGE WITHIN. BIKE PARKING CALCULATIONS PROPOSED TREELINE PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2) CALCULATIONS 1475 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±4,700 S.F. (0.11 ACRES) (10.4%) ·OVERALL IMPERVIOUS: ±28,000 S.F. (0.64 ACRES) (61.8%) ·NO ADJUSTMENTS TO FRONT YARD COVERAGE ·41 PARKING SPOTS PROPOSED CONDITIONS: ·BUILDING COVERAGE: ±4,700 S.F. (0.11 ACRES) (10.4%) ·OVERALL IMPERVIOUS: ±28,200 S.F. (0.65 ACRES) (62.2%) THE PROJECT WILL LIKELY RESULT IN REMOVAL OF PORTIONS OF EXISTING PLAYGROUND FOR GRADING PURPOSES. ALL PLAYGROUND WILL BE REPLACED WITH PERVIOUS PLAYGROUND SECTION. ·NO ADJUSTMENTS TO FRONT YARD COVERAGE ·41 PARKING SPOTS THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.00 PROPOSED INFANT CARE FACILITY SITE PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED UNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUND COMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 CALCULATIONS 1459 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%) ·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%) ·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%) ·±12 PARKING SPOTS PROPOSED CONDITIONS: ·BUILDING COVERAGE: ±4,480 S.F. (0.10 ACRES) (14.5%) ·OVERALL IMPERVIOUS: ±14,600 S.F. (0.34 ACRES) (47.2%) ·FRONT YARD COVERAGE: ±560 S.F. (FRONT YARD AREA = 2,985 S.F.) (18.8%) ·15 PARKING SPOTS 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: EXISTING WATER/WASTEWATER DESIGN FLOW: ·THERE IS NO EXISTING WW PERMIT FOR THE PROPERTY. PROPERTY HAS AN EXISTING RESIDENTIAL HOME AND EXISTING BUSINESS DENSMORE MONUMENTS. BELOW ARE ASSUMED FLOWS BASED ON THE WW SUPPLY RULES. ·2-BEDROOM RESIDENTIAL HOME = 280 GPD ·5 EMPLOYEES * 15 GPD PER EMPLOYEE = 75 GPD ·10 PATRONS PER DAY * 4 GPD PER PATRON = 40 GPD ·TOTAL = 395 GPD STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS: ·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ON SITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE PROPOSED FACILITY EQUALS 10 EMPLOYEES AND 32 CHILDREN ·42 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 546 GPD BASIS OF DESIGN FOR POTABLE WATER AND WASTEWATER DESIGN FLOW ALL VALUES CALCULATED BELOW WERE GENERATED USING VALUES PUBLISHED BY THE "INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 10TH EDITION". VALUES ARE LISTED AS VEHICLE TRIP ENDS (VTE) BASED ON SPECIFIC USES IN THE MANUEL. MANUEL USE ANALYZED IS DAY CARE CENTER BASED ON STUDENT POPULATION (MANUAL #565). BELOW IS THE EVALUATION. STUDENTS FOR TRAFFIC CALCULATIONS: ·TOTAL STUDENTS FOR THE PROPOSED FACILITY ON 1459 SHELBURNE ROAD ·TOTAL OF 32 STUDENTS ANALYSIS:TRAFFIC VALUES: ·WEEKDAY AVERAGE VTE = 32 STUDENTS * 4.09 VTE/PER STUDENT = 131 VTE ·WEEKDAY AM PEAK HOUR VTE = 32 STUDENTS * 0.79 VTE/PER STUDENT = 26 VTE ·WEEKDAY PM PEAK HOUR VTE = 32 STUDENTS * 0.81 VTE/PER STUDENT = 26 VTE IN BOTH EVALUATIONS THE EFFECT ON TRAFFIC TO THE PROPOSED CHANGE IN USE HAS REMAINED RELATIVELY THE SAME OR WITH A SLIGHT DECREASE. PROJECT TRAFFIC 5 BIKE PARKING ONSITE WILL BE SHARED BETWEEN 1459 AND 1475 SHELBURNE ROAD PROPERTIES. THE TOTAL SQUARE FOOTAGE OF BOTH BUILDINGS IS 13,200 S.F. (±4,500 + 8,700). ·SHORT TERM: 1 BIKE PARKING SPOT PER 5,000 S.F. OF BUILDING = 13,200 S.F. / 5,000 S.F. = 3 BIKE PARKING SPOTS (MINIMUM 2 PER PROPERTY). PROJECT SHOWS 6 U-SHAPED SPOTS ·LONG TERM: 50% OF SHORT TERM. PROJECT IS REQUIRED 1 PER PROPERTY. 1459 PARCEL WILL PROVIDE A LONG TERM BIKE SPOT IN ONE OF THE CLOSETS OF THE NEW BUILDING, WALL MOUNTED. 1475 PARCEL HAS LONG TERM BIKE STORAGE IN BASEMENT. ·LOCKERS: BOTH BUILDINGS HAVE EMPLOYEE STORAGE WITHIN. BIKE PARKING CALCULATIONS PROPOSED TREELINE PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2) CALCULATIONS 1475 SHELBURNE ROAD: EXISTING CONDITIONS: ·BUILDING COVERAGE: ±4,700 S.F. (0.11 ACRES) (10.4%) ·OVERALL IMPERVIOUS: ±28,000 S.F. (0.64 ACRES) (61.8%) ·NO ADJUSTMENTS TO FRONT YARD COVERAGE ·41 PARKING SPOTS PROPOSED CONDITIONS: ·BUILDING COVERAGE: ±4,700 S.F. (0.11 ACRES) (10.4%) ·OVERALL IMPERVIOUS: ±28,200 S.F. (0.65 ACRES) (62.2%) THE PROJECT WILL LIKELY RESULT IN REMOVAL OF PORTIONS OF EXISTING PLAYGROUND FOR GRADING PURPOSES. ALL PLAYGROUND WILL BE REPLACED WITH PERVIOUS PLAYGROUND SECTION. ·NO ADJUSTMENTS TO FRONT YARD COVERAGE ·41 PARKING SPOTS SKETCH FOR PARKING CALCULATIONS REQUESTED BY PLANNING AND ZONING WORKSHEET 04/07/22 >>>>>>>>>>>>>>>>THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.01 PROPOSED STORMWATER PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED UNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUND COMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: PRE-DEVELOPMENT PEAK FLOWS (CFS) ANALYSIS POINT 10-YEAR 24-HOUR STORM EVENT (QP10) 25-YEAR 24-HOUR STORM EVENT (QP25) SN001 1.43 2.38 100-YEAR 24-HOUR STORM EVENT (QP100) 3.24 3.57 1-YEAR 24-HOUR STORM EVENT (CPv) POST-DEVELOPMENT PEAK FLOWS (CFS) ANALYSIS POINT 1" STORM EVENT (WQv) 10-YEAR 24-HOUR STORM EVENT (QP10) 25-YEAR 24-HOUR STORM EVENT (QP25) SN001 0.04 0.05 0.42 100-YEAR 24-HOUR STORM EVENT (QP100) 2.30 3.34 1-YEAR 24-HOUR STORM EVENT (CPv) 1.SEE ALL NOTES, DETAILS, SPECIFICATIONS, AND REQUIREMENTS ON DETAIL PAGES C-2.00, C-2.01, C-2.02, C-2.03, AND C-2.04 ADDITIONAL STORMWATER NOTES 5PROPOSED TREELINE PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2) THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.02 EROSION PREVENTION AND SEDIMENT CONTROL PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED UNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUND COMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: 1.THE DIFFERENCE BETWEEN EXISTING GRADE AND PROPOSED GRADE AS SHOWN ON THE PLANS RESULTS IN THE FOLLOWING CUT/FILL VALUES. ·CUT = ±360 C.Y. ·FILL = ±600 C.Y. 2.THESE VALUES DO NOT INCLUDE THE MATERIAL NEEDED FOR OR GENERATED FROM ROADWAY INSTALLATION, STORMWATER BEST MANAGEMENT PRACTICES, EXCAVATION FOR BUILDING FOOTINGS, CONCRETE, ASPHALT, ETC. THE NUMBERS ABOVE ARE A STRAIGHT COMPARISON BETWEEN SURFACES. 3.GRADES WILL BE ADJUSTED THROUGHOUT CONSTRUCTION TO LIMIT THE NEED FOR OFFSITE FILL. THE INTENT IT TO HAVE THE SITE BE BALANCED SITE. CUT/FILL NOTES PROPOSED EROSION PREVENTION AND SEDIMENT CONTROL SILT FENCE PERIMETER CONTROLS AND CONSTRUCTION LIMIT BARRIER FENCE AREAS WHERE WATER DOES NOT FLOW OFFSITE NEED ONLY CONSTRUCTION LIMIT BARRIER FENCE 1.SEE ALL NOTES, DETAILS, SPECIFICATIONS, AND REQUIREMENTS ON DETAIL PAGES C-2.00, C-2.01, C-2.02, C-2.03, AND C-2.04 ADDITIONAL EPSC NOTES 5PROPOSED TREELINE PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2) THE HOMESTEAD SCHOOL 1459 Shelburne Road (VT Route 7) South Burlington, Vermont OWNER: ISSUED FOR PERMIT REVIEW NOT FOR CONSTRUCTION C-1.03 PROPOSED LANDSCAPING PLAN ANTHONY SOCINSKI TRUST 533 TANNER ROAD JEFFERSONVILLE, VERMONT 05464 APPROXIMATE PROPERTY LINES EXISTING GRADE CONTOUR LINES (5 FOOT INTERVALS) EXISTING TREELINE EXISTING GRADE CONTOUR LINES (1 FOOT INTERVALS) LEGEND IRON PIPE / CONCRETE MONUNMENT FOUND 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com PROPERTY INFORMATION: ADDRESS: 1459 SHELBURNE ROAD PARCEL ID: 1540-01459 SPAN: 600-188-15810 GRANDLIST ACREAGE: 0.71 ACRES ZONING: COMMERCIAL 2 (C2) FRONT YARD BUILDING SETBACK: 30' BACK YARD BUILDING SETBACK: 30' SIDE YARD BUILDING SETBACK: 10' MAXIMUM BUILDING COVERAGE:40% MAXIMUM TOTAL LOT COVERAGE: 70% EXISTING SEWER LINE/MANHOLE EXISTING STORM LINE/MANHOLE/BASIN EXISTING OVERHEAD ELECTRIC LINE/POWER POLE EXISTING UNDERGROUND POWER EXISTING WATER LINE/HYDRANT/VALVE/SHUTOFF SURVEY CONTROL POINT EXISTING SIGN PROPOSED GRADE CONTOUR LINES (5 FOOT INTERVALS) PROPOSED TREELINE PROPOSED GRADE CONTOUR LINES (1 FOOT INTERVALS) PROPOSED GAS LINE/VALVE PROPOSED SEWER LINE/MANHOLE PROPOSED UNDERGROUND POWER PROPOSED WATER LINE/HYDRANT/VALVE/SHUTOFF STANDARD GRAPHIC SCALE (1" = 20') VALID WHEN PLOTTED ON 24" BY 36" MEDIA 0' 0"1"2"3" 10'20'40'60' STAMP: APPROXIMATE EASEMENTS PROPOSED FORCE MAIN PROPOSED UNDERGROUND COMMUNICATIONS EXISTING GAS LINE/VALVE APPLICANT: REPERIO PROPERTIES, LLC P.O. BOX 1133 WILLISTON, VERMONT 05495 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE NOT BEEN FIELD VERIFIED. 2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET). 3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION. 4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL PHOTOGRAPHY. PLAN NOTES: VEGETATION AND INSTALLATION SCHEDULE FOR PLANTINGS QUANTITY COMMON NAME PURCHASE SIZE MATURE SIZE APPROX. COST PER PLANT TOTAL COST 2 AUTUMN GOLD GINKO BILOBA 3 INCH MIN. CALIPER 20' - 30' HIGH $900 PER PLANT $1,800 3 NEW HORIZON ELM 3 INCH MIN. CALIPER 30' - 40' HIGH $900 PER PLANT $2,700 2 MARMO FREEMANII MAPLE 3 INCH MIN. CALIPER 40' - 50' HIGH $1,200 PER PLANT $2,400 29 HUMMINGBIRD SUMMERSWEET 5 GALLON 3' - 5' DIAMETER $120 PER PLANT $3,480 16 DWARF FRAGRANT SUMAC 5 GALLON 2' - 3' DIAMETER $85 PER PLANT $1,360 12 SWAMP AZALEA 5 GALLON 3' - 5' DIAMETER $120 PER PLANT $1,440 4 HYDRANGEA ARBORESCENS 3 GALLON 3' - 5' DIAMETER $85 PER PLANT $340 $13,520 NOTE: REMOVE ALL NON-BIODEGRADABLE MATERIAL FROM PLANT PIT TREE SUPPORT ANCHOR CUT AND REMOVE ANY WIRE, ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING; UNTIE ROPE FROM TRUNK EXISTING SUBGRADE 6" COMPACTED PLANTING MIXTURE FINISH GRADE PLANTING MIXTURE. LOAM/SANDY LOAM TEMPORARY LANDSCAPE SOIL SAUCER REINFORCED RUBBER HOSE TREE TO BE SET PLUMB SHREDDED BARK MULCH, 3" MIN. DEPTH TRUNK TRANSITION GUYING MATERIAL (GUYING WIRE, 3 PER TREE) CROWN TO BE PRUNED AS DIRECTED BY ARCHITECT - DO NOT CUT LEADER SMALL SHRUBS SHALL BE INSTALLED USING SIMILAR SUBBASE MATERIAL, MAY NOT NEED TREE SUPPORT. TREE PLANTING IN LANDSCAPE DETAIL N.T.S. H 5 MINIMUM LANDSCAPING PER THE CITY OF SOUTH BURLINGTON REGULATIONS. THE MINIMUM IS BASED ON THE PROPOSED PROJECT COTS. THIS PROJECT'S PRELIMINARY COST IS $1,400,000. ·3% FOR THE FIRST $250,000 = $7,500 ·2% FOR THE SECOND $250,000 = $5,000 ·1% FOR THE REMAINING COSTS OVER $500,000 = ($900,000 REMAINING) $9,000 TOTAL = $7,500 + $5,000 + $9,000 = $21,500 LANDSCAPING BUDGET CALCULATION: ·PROPOSED LANDSCAPING IN SCHEDULE = $13,520 ·KEEPING EXISTING 18" MAPLES = $3,600 ·480 S.F. BACK PATIO = $4,800 ·230 S.F. FRONT SIDEWALK = $2,300 $24,220 COST BREAKDOWN:24" MIN.PROPERTY INFORMATION: OWNER: REPERIO PROPERTIES, LLC ADDRESS: 1475 SHELBURNE ROAD PARCEL ID: 1540-01475 SPAN: 600-188-16230 GRANDLIST ACREAGE: 1.04 ACRES ZONING: COMMERCIAL 2 (C2)