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Home My WebLink AboutAgenda 06_1459 Shelburne RdISSUED 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-1.01 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) March 31, 2022 Marla Keene Development Review Planner City of South Burlington 180 Market Street South Burlington, VT 05403 Re: 1459 Shelburne Road – Revisions to Plans and Addressing Staff Comments (for April 5th meeting) Dear Marla, Attached with this letter are additional project materials. Please review and let us know if there are any other revisions we can add before our meeting on April 5, 2022. Below we have outlined the highlighted Staff Comments and how we addressed them in the resubmission. 1. The front brick walkway may add a limited amount of value to the site because of its limited visibility and limited anticipated use. Staff recommends the Board consider whether to allow the front brick walkway to contribute towards the minimum required landscaping value or whether other site features, such at the planned playground, may be a better use of required value. If the playground or other site features are used, full details and cost information are required. As discussed on our call, the project owner intends to create a garden around the walkway for the front entrance. The project also disagrees with the visibility assessment, this is the front of the building, the walk and planned garden will add curb appeal to the building from views along Shelburne Road. This will be the view of the proposed project for the majority of the public viewing the property. 2. For the brick patio (and brick walkway if allowed), Staff recommends the Board require the applicant to provide a detailed cost breakdown demonstrating that the requested hardscape value is only the value beyond the value of standard concrete. It is difficult to have a concrete company perform a proposal for work that will not be done. In my experience on other projects pouring a reinforced concrete slab with finishing will be between 6-7 dollars per square foot. This cost does not include any of the subbase installation and preparation. Between the front walk and the back patio there are 710 s.f., which would cost approximately $4,970 at $7 per s.f. DiStefano Landscaping provided a cost opinion for the installation of 4x8 Holland Stone Charcoal Pavers for the same space with subbase prepared by others for $12,211.25. The difference in costs is more than $7,200 between concrete and the pavers. My calculation of an additional $10 per square foot on the plans yielded $7,100 for the two spaces which is more conservative. 3. Staff recommends the Board require the applicant to increase the minimum tree size and recalculate the proposed landscaping cost, adding on-site plantings as necessary to achieve the required minimum landscaping budget. The project made the requested revision please see updated landscape schedule. We increased the size of many of the plants proposed on site and I researched costs online. The new breakdown excludes prep and material and is just the plants. Plants value now add to $13,520, combined with leaving the existing tree, walk and patio the overall landscaping number is $24,220. 4. The Board on 3/2 supported the City Arborists suggestion to require the applicant to retain the 18-inch maple. Staff continues to recommend the Board require the applicant to modify their erosion prevention and sediment control plan to provide robust tree protection around the drip edge of the existing tree. As discussed in the March 17, 2022, letter, number 13. An 18” caliper tree on average has a 18’ diameter drip edge, this tree is in the middle of the site. There are sidewalks, the building, grading, fence, etc. which will all be installed within the limits of the existing trees drip edge. The project has agreed and revised the project plans to keep/maintain the existing tree and during construction will protect the tree to the greatest extent practical. Further notes were added to protect the tree’s drip edge to the extent practical on the plans. 5. The Board has historically applied this standard across parking lots regardless of property boundaries. This criterion is not met for the parking lot shared by this and the adjacent parcel to the south. Staff recommends the Board require the applicant to demonstrate how they will meet this criterion for the shared parking lot prior to closing the hearing. Staff anticipates the actual interior landscaping will be provided on the adjacent parcel to the south. The southern property is an existing parking lot which has existing parking islands in the corners and in front of the building. This is an attractive and well landscaped lot and the project feels it meets the intent the City’s regulations. Further, the project will be adding two parking islands shown on the site plan which will loosely separate the new project with the existing building. These parking islands will be on the 1475 Shelburne Road property. The overall parking area in the lot is approximately 12,000 s.f. There is a total of 1,250 s.f. of parking islands shown on 1475 Shelburne Road with the addition of the two new islands. 6. The applicant has not proposed any on-site snow storage. Staff notes the applicant has indicated three areas on the adjoining site plan as “additional snow storage.” One area contains a mature tree between the parking and the indicated area. Staff recommends the Board ask the applicant to describe how snow storage will be addressed for the subject property. The project plans indicate that all swale areas will be used for snow storage. The basin is not intended to be used for snow storage, but the swales will be. This is identified on the site plan C-1.00. The proposed one-way entrance for the project does not provide the plow ample space to push snow in multiple directions. Our thought is the plow will push much of the snow around to the dumpster location as indicated on the plans. This is a long straight shot for the plow and makes the most sense. There will be snowbanks on either side of the roadways and at the edge of the parking lots. To give the children the most outdoor space as possible, there is little space for a giant snow pile area. Further, the children enjoy snow piles and playing in the snow. If snow becomes a problem the applicant is willing to pile snow in 2-3 parking spaces for temporary storage and to allow for play. 7. Staff recommends the Board require the applicant to provide trees with a minimum of 2 ½ inches at the time of installation. This has been revised. See landscape plan. 8. On March 2, the Board briefly reviewed these criteria and did not voice any opposition. Staff recommends the Board confirm they are satisfied these criteria are met. Project already reviewed this with the board, happy to have further discussions as needed. 9. The proposed site layout is strongly integrated into the site layout for the adjacent property to the south. Staff recommends the Board include a condition of approval that this project may not obtain a zoning permit before a site plan approval for the adjacent site is obtained. The project has quickly worked to submit an application for the property revisions on 1475 Shelburne Road for this project. We have always considered this project as one but understand the need for an additional application for 1475 Shelburne Road. Application was submitted with plans and fee on March 31, 2022. 10. The March 2 staff report included the comment that the proposed one-way signage was not in a location which will be useful to users of the site. The applicant provided an additional one-way sign on the curve of the driveway but retained the one-way sign at the entrance on Shelburne Road. Staff recommends that sign be relocated to be just east of the first five parking spaces, as that is the first location where people could inadvertently go the wrong way. If the applicant wishes to retain the sign at the entrance, they may, but Staff still considers a sign east of the first five spaces to be needed. Project added a third sign at location identified by staff. 11. The applicant has shown a fence on the plans, but no fence details are provided. Staff recommends the Board require the applicant to provide a fence detail demonstrating compliance with the LDR. If the applicant can provide a general description of the fence, Staff considers provision of a detail can be a condition of approval. As outlined in the application and our discussions the fence will look exactly like the existing fence at 1475 Shelburne Road. We have included pictures for the boards review. Thank you for your time reviewing the project. We look forward to your review and input. Please reach out if there are any additional comments, questions, or concerns. Sincerely, Greg Dixson, P.E. Krebs and Lansing Consulting Engineers, Inc. CC: Jeff O’Hara Leigh Lamphere Kelley DesRoches