HomeMy WebLinkAboutSP-23-11 - Plans - Record - 0113 Garden Street (2)302.5302.5
302.5302.5 302.5
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311312MARKET STLOT M410' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKEX. SIDEWALKEXISTING BOXSTORM POND 1SEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARKGARDEN STREETLOT M5110.2'
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'209.1'NEW CONCRETE SIDEWALK6'
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LK6' CONCRETE SIDEWALKPROPOSED 61 UNITRESIDENTIAL BUILDINGBIKE RACKS(4 HOOPS)6' WIDE CONCRETE SIDEWALK5'
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'LOT B-B2LOT B-B1TRANSECT T-4TRANSECT T-5TRANSECT T-4TRANSECT T-56' WIDE CONCRETE SIDEWALK8
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TBIOERETENTION AREAPOCKET PLAZALOT N13.71 AC.LOT N21.79 AC.TRASH & RECYCLINGSTRUCTUREPLAZA AT STREETLEVEL OVER RAMPTO PARKING GARAGETYPICAL RAILING ALONGTOP OF RETAINING WALL22'22'15' R.TRANSECT T-5TRANSECT T-4TRANSECT
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CONCRETE CURB5' R
.5' R.15' R.15' R.30' R.54' R.22'20'10' R.30' R.22'EXISTING PAVED DRIVEPROPOSED 20' WIDE PEDESTRIANEASEMENT TO THE CITY OF SOUTHBURLINGTON20'CLASS 2 WETLAND50'50' WETLAND BUFFEREXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CON
CRE
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(4) BIKE RACKS(8 SPACES)(4) BIKE RACKS(8 SPACES)5' WIDE CONCRETE SIDEWALK
5' WIDE CONCRETE SIDEWALK5' WIDE CONC. SIDEWALKEXISTING PAVED PARKINGEXISTINGPAVEDPARKINGSEE PLANS BY TJ BOYLE FORADDITIONAL DESIGN DETAILS20'20'8'8'22'15' R.15' R.10' R.15' R.12' R.18'8'8'8'9'EL
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4
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PEEDTABLE
SPEEDTABLE20.3'(3) BIKE RACKS(6 SPACES)(3) BIKE RACKS(6 SPACES)(4) BIKE RACKS(8 SPACES)CONCRETE CURB
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B30'5' WIDE BOARDWALK OVER STONESPILLWAY. PROVIDE MINIMUM 1'CLEARANCE BETWEEN BOTTOM OFBOARDWALK AND TOP OF STONE.GRADE BETWEEN SIDEWALKAND STORM POND BERM TOPROVIDE SMOOTH TRANSITIONSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN1OVERALL SITE PLANWILLISTON ROADLOCATION MAPNOT TO SCALEMAR
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T EXIT 14INTERSTATE 89MIDAS RDHINESBURG ROADINTERSTATE 89MARKET STREETMARCOTTECENTRALSCHOOLDORSET STREETAPPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407WHITE
STSITENOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOT N AND THEASSOCIATED BUILDING AND SITE IMPROVEMENTS. SEE THE MARKET STREET ANDGARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY.2.FOR LOT N PERIMETER BOUNDARY INFORMATION, SEE THE SOUTH BURLINGTON CITYCENTER, LLC SUBDIVISION PLAT BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS,INC., LAST REVISED 10-19-21 AND RECORDED IN SLIDE 646.3 OF THE CITY LAND RECORDS.3.LOT N IS SUBJECT TO A PROPOSED SUBDIVISION. SEE THE SUBDIVISION SURVEY PLATDATED 05-04-23 BY BARNARD & GERVAIS, LLC FOR DETAILED INFORMATION ON LOTSN1-N3.GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.GARDENSTREETLEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUR#155 MARKET STREETMIXED USE BUILDINGLOT BBUILDING B2BIKE PARKINGBLDGDWELLINGUNITSNON-RESIDENTIALSPACESHORT TERM BIKE SPACESLONG TERM BIKE SPACESCHANGINGFACILITYUNISEXSHOWERCLOTHESLOCKERREQUIREDPROVIDEDREQUIREDPROVIDEDBLDG A110113,500 SF14 (10.1 + 4 MIN.)14103 (101 + 2)104NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A26213,500 SF10 (6.2 + 4 MIN.)1464 (62 + 2)64NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A350NONE585054N/AN/AN/AZONING TRANSECT BOUNDARYEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLELOT BBUILDING B1#112 GARDEN STREET#303 MARKETSTREETSHEET INDEX1OVERALL SITE PLAN2EXISTING CONDITIONS PLAN3GRADING PLAN - BLDG A1 & A24GRADING PLAN - BLDG A35UTILITY & LAYOUT PLAN - BLDG A1 & A26UTILITY & LAYOUT PLAN - BLDG A37EPSC PLAN8LIGHTING PLAN9DETAILS - SITEWORK10DETAILS - SITEWORK & STORM11DETAILS - EPSC & STORM12DETAILS - WATER13DETAILS - WATER & INSETS14PAVEMENT MARKING & SIGN PLAND2STORMWATER DETAILS (BY VHB)LOT N3FUTURE STREET ROW0.36 AC.PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 & TRANSECT ZONE T5LOT DATA:LOT N1 = 3.71 ACRELOT N2 = 1.79 ACRE (STORM POND)LOT N3 = 0.36 ACRE (FUTURE ROW)PROPOSED BUILDING:BUILDINGS A1 & A2: MIXED USE BUILDINGBASEMENT - PARKING GARAGEFLOOR 1T-4:RESIDENTIAL UNITST-5:NON-RESIDENTIALFLOORS 2-4T-4 & T-5: RESIDENTIAL UNITSBUILDING A3: RESIDENTIALBASEMENT - PARKING GARAGEFLOORS 1-4T-4:RESIDENTIAL UNITSPARKING STANDARDS (T-4 & T-5)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITBIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICELONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNITLONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICEVEHICLE PARKINGBUILDING / LOTDWELLINGUNITSPROPOSED PARKING SPACESGARAGESURFACETOTALBLDG A1 / LOT N11017944123BLDG A2 / LOT N262483482BLDG A3 / LOT N350331548OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITOPEN SPACE REQUIREMENTS (T-5)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·5% OF NON-RESIDENTIAL GROSSFLOOR AREAOPEN SPACEBLDGDWELLINGUNITSNON-RESIDENT.SPACEOPEN SPACEREQUIREDPROPOSED OPEN SPACELDA O/S CREDITPROVIDEDTOTALBLDG A110113,500 SF6,735 SF(6,060 + 675)3,367.5 SF(50% MAX.)990 SF SNIPPET (A1) +1,300 SF SNIPPET (A1)+ 2,400 SFPOCKET PLAZA +1,175 SF SNIPPET (A2)+ 3,500 SFRAIN GARDEN (A3)16,430 SFBLDG A26213,500 SF4,395 SF(3,720 + 675)2,197.5 SF(50% MAX.)BLDG A350NONE3,000 SF1,500 SF(50% MAX)TOTAL14,130 SF7,065 SF9,365 SFBUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:REQUIRED FRONTAGE BUILDOUTT-470% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)T-585% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)PROPOSEDMARKET STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 430.5 FT (ALL IN T-5)TOTAL FRONTAGE BUILDOUT = 185.6 FT + 185.5 FT = 371.1 FTTOTAL FRONTAGE BUILDOUT = 86% (371.1 FT / 430.5 FT = 86%)FUTURE PUBLIC STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 239.6 FT (T-5 = 150 FT T-4 = 89.6 FT)TOTAL FRONTAGE BUILDOUT = 191.4 FTTOTAL FRONTAGE BUILDOUT = 80% (191.4 FT / 239.6 FT = 80%)THE PROPOSED FRONTAGE BUILDOUT FOR THE FUTURE PUBLIC STREET (191.4 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (190.2 FT) FOR THE T-4 & T-5.[(150 FT X 0.85) + (89.6 FT X 0.70) = 190.2 FT)]GARDEN STREET - LOT N1 / BLDGS A1 & A3TOTAL STREET FRONTAGE = 761.5 FT (T-5 = 151.3 FT T-4 = 610.2 FT)TOTAL FRONTAGE BUILDOUT= 590.0 FT = 369.9 FT (BLDG A1) + 220.1 FT (BLDG A3)TOTAL FRONTAGE BUILDOUT = 77% (590.0 FT / 761.5 FT)THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (590.0 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (555.8 FT) FOR THE T-4 & T-5.[(151.3 FT X 0.85) + (610.3 FT X 0.70) = 555.8 FT)]05-05-23COORDINATION WITH PROPERTY PLATABR05-19-23REV DRIVE OFF GARDEN STABR06-15-23REV PEDESTRIAN EASE ALONG STORM PONDABR
302.5302.5
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LLLL
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LL 310 309 309
310311311 310305
3123123143153143123
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3113113113103103123123
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2
31
2 298308 308305305308305300 300
300305308298
299305310
3
1
0
31031
0
309311310308309307309312314314DDD305307UUUUUU312311311311310310 3
1
0
3
10
311312MARKET STLOT M410' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKEX. SIDEWALKEXISTING BOXSTORM POND 1SEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARKGARDEN STREETLOT M5110.2'
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'209.1'NEW CONCRETE SIDEWALK6'
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LK6' CONCRETE SIDEWALKPROPOSED 61 UNITRESIDENTIAL BUILDINGBIKE RACKS(4 HOOPS)6' WIDE CONCRETE SIDEWALK5'
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'LOT B-B2LOT B-B1TRANSECT T-4TRANSECT T-5TRANSECT T-4TRANSECT T-56' WIDE CONCRETE SIDEWALK8
6
.
5
'L=136.9
'28.7'3.3'L=91.0'289.6'181.3'137.8'61
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2
4
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1
'60'6'
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10' WIDE SHARED USE PAVED PATH1
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TH BUILDING A2225 MARKET STREETBUILDING A1267 MARKET STREETBUILDING A3113 GARDEN STREETFU
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TBIOERETENTION AREAPOCKET PLAZALOT N13.71 AC.LOT N21.79 AC.TRASH & RECYCLINGSTRUCTUREPLAZA AT STREETLEVEL OVER RAMPTO PARKING GARAGETYPICAL RAILING ALONGTOP OF RETAINING WALL22'22'15' R.TRANSECT T-5TRANSECT T-4TRANSECT
T
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5TRANSECT T
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4 MOUNTABLECONCRETE CURBMOUNTABLECONCRETE CURBCONCR
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CONCRETE CURB5' R
.5' R.15' R.15' R.30' R.54' R.22'20'10' R.30' R.22'EXISTING PAVED DRIVEPROPOSED 20' WIDE PEDESTRIANEASEMENT TO THE CITY OF SOUTHBURLINGTON20'CLASS 2 WETLAND50'50' WETLAND BUFFEREXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CON
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(4) BIKE RACKS(8 SPACES)(4) BIKE RACKS(8 SPACES)5' WIDE CONCRETE SIDEWALK
5' WIDE CONCRETE SIDEWALK5' WIDE CONC. SIDEWALKEXISTING PAVED PARKINGEXISTINGPAVEDPARKINGSEE PLANS BY TJ BOYLE FORADDITIONAL DESIGN DETAILS20'20'8'8'22'15' R.15' R.10' R.15' R.12' R.18'8'8'8'9'EL
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CELEC ELEC18'8'8'8'9'24'18'9'24'8'8'8'8' R.15'
R
.10' R.10' R.1
5
8
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6
'L=81.0
'L=89.0'L=11.2'L=180.5'357.6'14.6'110.8'L
=
89
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4
'L=54.6'L=215.8'430.5'S
PEEDTABLE
SPEEDTABLE20.3'(3) BIKE RACKS(6 SPACES)(3) BIKE RACKS(6 SPACES)(4) BIKE RACKS(8 SPACES)CONCRETE CURB
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B30'5' WIDE BOARDWALK OVER STONESPILLWAY. PROVIDE MINIMUM 1'CLEARANCE BETWEEN BOTTOM OFBOARDWALK AND TOP OF STONE.GRADE BETWEEN SIDEWALKAND STORM POND BERM TOPROVIDE SMOOTH TRANSITIONSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN1OVERALL SITE PLANWILLISTON ROADLOCATION MAPNOT TO SCALEMAR
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T EXIT 14INTERSTATE 89MIDAS RDHINESBURG ROADINTERSTATE 89MARKET STREETMARCOTTECENTRALSCHOOLDORSET STREETAPPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407WHITE
STSITENOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOT N AND THEASSOCIATED BUILDING AND SITE IMPROVEMENTS. SEE THE MARKET STREET ANDGARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY.2.FOR LOT N PERIMETER BOUNDARY INFORMATION, SEE THE SOUTH BURLINGTON CITYCENTER, LLC SUBDIVISION PLAT BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS,INC., LAST REVISED 10-19-21 AND RECORDED IN SLIDE 646.3 OF THE CITY LAND RECORDS.3.LOT N IS SUBJECT TO A PROPOSED SUBDIVISION. SEE THE SUBDIVISION SURVEY PLATDATED 05-04-23 BY BARNARD & GERVAIS, LLC FOR DETAILED INFORMATION ON LOTSN1-N3.GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.GARDENSTREETLEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUR#155 MARKET STREETMIXED USE BUILDINGLOT BBUILDING B2BIKE PARKINGBLDGDWELLINGUNITSNON-RESIDENTIALSPACESHORT TERM BIKE SPACESLONG TERM BIKE SPACESCHANGINGFACILITYUNISEXSHOWERCLOTHESLOCKERREQUIREDPROVIDEDREQUIREDPROVIDEDBLDG A110113,500 SF14 (10.1 + 4 MIN.)14103 (101 + 2)104NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A26213,500 SF10 (6.2 + 4 MIN.)1464 (62 + 2)64NOTREQUIREDNOTREQUIRED1REQUIREDBLDG A350NONE585052N/AN/AN/AZONING TRANSECT BOUNDARYEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLELOT BBUILDING B1#112 GARDEN STREET#303 MARKETSTREETSHEET INDEX1OVERALL SITE PLAN2EXISTING CONDITIONS PLAN3GRADING PLAN - BLDG A1 & A24GRADING PLAN - BLDG A35UTILITY & LAYOUT PLAN - BLDG A1 & A26UTILITY & LAYOUT PLAN - BLDG A37EPSC PLAN8LIGHTING PLAN9DETAILS - SITEWORK10DETAILS - SITEWORK & STORM11DETAILS - EPSC & STORM12DETAILS - WATER13DETAILS - WATER & INSETS14PAVEMENT MARKING & SIGN PLAND2STORMWATER DETAILS (BY VHB)LOT N3FUTURE STREET ROW0.36 AC.PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 & TRANSECT ZONE T5LOT DATA:LOT N1 = 3.71 ACRELOT N2 = 1.79 ACRE (STORM POND)LOT N3 = 0.36 ACRE (FUTURE ROW)PROPOSED BUILDING:BUILDINGS A1 & A2: MIXED USE BUILDINGBASEMENT - PARKING GARAGEFLOOR 1T-4:RESIDENTIAL UNITST-5:NON-RESIDENTIALFLOORS 2-4T-4 & T-5: RESIDENTIAL UNITSBUILDING A3: RESIDENTIALBASEMENT - PARKING GARAGEFLOORS 1-4T-4:RESIDENTIAL UNITSPARKING STANDARDS (T-4 & T-5)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITBIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICELONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNITLONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICEVEHICLE PARKINGBUILDING / LOTDWELLINGUNITSPROPOSED PARKING SPACESGARAGESURFACETOTALBLDG A1 / LOT N11017944123BLDG A2 / LOT N162483482BLDG A3 / LOT N150331548OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITOPEN SPACE REQUIREMENTS (T-5)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·5% OF NON-RESIDENTIAL GROSSFLOOR AREAOPEN SPACEBLDGDWELLINGUNITSNON-RESIDENT.SPACEOPEN SPACEREQUIREDPROPOSED OPEN SPACELDA O/S CREDITPROVIDEDTOTALBLDG A110113,500 SF6,735 SF(6,060 + 675)3,367.5 SF(50% MAX.)990 SF SNIPPET (A1) +1,300 SF SNIPPET (A1)+ 2,400 SFPOCKET PLAZA +1,175 SF SNIPPET (A2)+ 3,500 SFRAIN GARDEN (A3)16,430 SFBLDG A26213,500 SF4,395 SF(3,720 + 675)2,197.5 SF(50% MAX.)BLDG A350NONE3,000 SF1,500 SF(50% MAX)TOTAL14,130 SF7,065 SF9,365 SFBUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:REQUIRED FRONTAGE BUILDOUTT-470% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)T-585% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)PROPOSEDMARKET STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 430.5 FT (ALL IN T-5)TOTAL FRONTAGE BUILDOUT = 185.6 FT + 185.5 FT = 371.1 FTTOTAL FRONTAGE BUILDOUT = 86% (371.1 FT / 430.5 FT = 86%)FUTURE PUBLIC STREET - LOT N1 / BLDG A2TOTAL STREET FRONTAGE = 239.6 FT (T-5 = 150 FT T-4 = 89.6 FT)TOTAL FRONTAGE BUILDOUT = 191.4 FTTOTAL FRONTAGE BUILDOUT = 80% (191.4 FT / 239.6 FT = 80%)THE PROPOSED FRONTAGE BUILDOUT FOR THE FUTURE PUBLIC STREET (191.4 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (190.2 FT) FOR THE T-4 & T-5.[(150 FT X 0.85) + (89.6 FT X 0.70) = 190.2 FT)]GARDEN STREET - LOT N1 / BLDGS A1 & A3TOTAL STREET FRONTAGE = 761.5 FT (T-5 = 151.3 FT T-4 = 610.2 FT)TOTAL FRONTAGE BUILDOUT= 590.0 FT = 369.9 FT (BLDG A1) + 220.1 FT (BLDG A3)TOTAL FRONTAGE BUILDOUT = 77% (590.0 FT / 761.5 FT)THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (590.0 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (555.8 FT) FOR THE T-4 & T-5.[(151.3 FT X 0.85) + (610.3 FT X 0.70) = 555.8 FT)]05-05-23COORDINATION WITH PROPERTY PLATABR05-19-23REV DRIVE OFF GARDEN STABR06-15-23REV PEDESTRIAN EASE ALONG STORM PONDABR07-05-23REV BIKE SPACES IN BLDG A3ABR
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3113113113103103113123123
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2 298308308305305308305300 300
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31031
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309311310308309307309312314314DDD305307UUUUUU312311311311310310 3
1
0
3
10
311312MARKET STGARDEN STREETLOT M4EX. SIDEWALKEXISTING BOXSTORM POND 118'SEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARKLOT M5110.2'
1
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'209.1'NEW CONCRETE SIDEWALKEXISTING PAVED SIDEWALKPROPOSED 61 UNITRESIDENTIAL BUILDINGBIKE RACKS(4 HOOPS)5'
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TEMPORARY STRUCTURE (TENT)TEMPORARY STONE/GRAVEL STORAGE AREATEMPORARY STONE/GRAVEL STORAGE AREATEMPORARY GRAVEL ACCESSSITE GRADING ASSOCIATED WITHTHE TEMPORARY STORAGE AREAIS NOT COMPLETE192'
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SOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN2EXISTINGCONDITIONS PLAN1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.#155 MARKET STREETMIXED USE BUILDINGLOT B#112 GARDEN STREET#303 MARKETSTREETLEGENDEXISTING CONTOUREXISTING PROPERTY LINEEXISTING EDGE OF TREES / SHRUBS313EXISTING STREET TREEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLESIDELINE OF EASEMENTNOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING CONDITIONS OF LOT N.DATA IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY BARNARD & GERVAISIN OCTOBER 2022, AND RECORD DRAWINGS FOR MARKET STREET.2.SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY. THE TRAVEL LANES AND CURB OF THE SOUTH SEGMENTOF GARDEN STREET ARE SUBSTANTIALLY COMPLETE. THE MAJORITY OF THESIDEWALKS REMAIN UNCONSTRUCTED.3.SEE MARKET STREET RECORD DRAWINGS FOR ADDITIONAL UTILITY RELATEDINFORMATION WITHIN THE RIGHT OF WAY.4.SEE THE SUBDIVISION PLAT FOR BOUNDARY RELATED INFORMATION.(UNDER CONSTRUCTION)(UNDER CONSTRUCTION)
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PFFE = 311.75RAMPRAMPRAMPRAMPRAMPRAMPRAMPRAMPRAMPRAMPRAMPRAMPRETAINING WALLTOP WALL = 310.0RETAINING WALLTOP WALL = 312.0SOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN3GRADING PLANBUILDINGS A1 & A21-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT LEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOURPROPOSED TREELINEEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLE(IN FEET)GRAPHIC SCALE2002040801" = 20 ft.#155PROPOSED CONTOUR313PROPOSED SPOT GRADE+315.50EXISTING SPOT GRADE+315.46PROPOSED CATCHBASINPROPOSED STONE FILLNOTES:1.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH THEOWNER. THE MAXIMUM LONGITUDINAL SLOPE ON ANY SIDEWALK SHALL BE LESS THAN 5%.THE MAXIMUM LONGITUDINAL SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12. THEMAXIMUM CROSS SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%.2.CAST IRON DETECTABLE WARNING PLATES SHALL BE INSTALLED AT ALL SIDEWALK ANDPAVED PATH RAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THEPLANS. AT PAVED PATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED INCONCRETE.3.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THEOWNER ON THE SELECTION AND INSTALLATION OF AN ADA COMPLIANT HANDRAIL.4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TODESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION.5.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF RETAINING WALLS ON THESITE. THE DESIGN OF THE RETAINING WALLS AND RAILINGS ARE TO BE PERFORMED BYOTHERS IN CONSULTATION WITH THE OWNER.PLAZA INSETSCALE: 1" = 20'CONCRETE PLAZA+
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8" X 6" ANCHOR TEE & 6" GATEVALVE TO HYD 1. USE FOSTERADAPTOR, 8" X 6" REDUCER,FOSTER ADAPTOR & 6" GATEVALVE TO HYD 2.MOUNTABLECONCRETE CURBMOUNTABLECONCRETE CURB(2) 3" SCH40 PVC FM (STORM)8" SD
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K30.x TRANSFORMER VAULTEX CB35EX CB33CB1CB2CB3CB4CB5CB6CB7EX STMH1EXSTMH2EX PTU1STMH88" SCH40 PVC ROOF DRAIN(SCH40 PVC THRU FNDTN)INV = 307.25UD COINV=309.606" SDR35 PVC UD
UD COINV=305.50UD COINV=304.80COORDINATE WITH CONSOLIDATEDCOMMUNICATIONS TO REPLACEEXISTING SERVICE TO #155 MARKET ST.CONNECT TO EXIST. 4" SPARE CONDUITIN DUCT BANK ACROSS MARKET STREETEXIST. (4) 4" PVCDUCT BANKSEE LANDSCAPING PLANS FORPLAZA IMPROVEMENTS6" SDR35 PVC UDSEE MECHANICAL PLANS FORBUILDING SERVICE CONDUITREQUIREMENTSEXISTING 6" DI WATER SERVICE STUB.INSTALL WATERTIGHT END CAP & PRECASTCONCRETE THRUST BLOCK. CONTRACTORTO PROVIDE COORDINATES & ELEVATIONFOR END CAP6" CL52 DIHYDRANT 1HYDRANT 28" GATE VALVENEW GAS METERNEW MOUNTABLECONCRETE CURBON EACH RADIUSSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN51-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT (IN FEET)GRAPHIC SCALE2002040801" = 20 ft.#155UTILITY & LAYOUT PLANBUILDINGS A1 & A2NOTES:1. THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND SERVICE STUBS ARE BASEDON RECORD DRAWING DATA PROVIDED BY OTHERS.2. PRIOR TO THE FABRICATION OF STRUCTURES, THE SITE CONTRACTOR SHALL PERFORMEXPLORATORY EXCAVATION TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OFEXISTING UTILITIES.3. THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER,SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITHTHE OWNER AND MECHANICAL PLANS.4. THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IFTHE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BYOTHERS. SEE PLANS BY OTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS ANDLOCATION.5. PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOFDRAIN SERVICES FROM THE MECHANICAL PLANS SHALL BE COMPARED TO THE ELEVATIONOF THE COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANYDISCREPANCIES TO THE ENGINEER.6. UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TODESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION.7. ALL PIPE SLOPES ARE IN FEET / FEET.BUILDING A3TRANSITION NEW 12" PVC ROOFDRAIN TO EXIST. 15" PE STUBTO EXISTING INFILTRATION SYSTEMFOR ROOFTOP RUNOFF ONLYEXISTING ELECTRIC & TELECOMCONDUITS ACROSS GARDEN ST.TYPICAL NEW MOUNTABLECONCRETE CURB ON EACH RADIUSEXIST. STREET LIGHT, CONCRETE BASEAND CONDUIT TO BE RELOCATEDCUT BACK EXIST. 8" PVC SEWERAND INSTALL WATERTIGHT END CAPTYPICAL NEW CONCRETE CURBTYPICAL EXIST. CONCRETECURB TO BE REMOVEDTYPICAL NEW CONCRETE CURBFOR BUILDINGS A1 & A3, SEE WATERSERVICE INSET ON SHEET 13PRIOR TO CONSTRUCTION OF THE NEWPUBLIC STREET, COORDINATE WITH GMP TOPROVIDE A NEW ROUTE FOR THE PRIMARYELECTRIC CONDUIT TO THE EXIST.TRANSFORMER AT 155 MARKET STREET(1) 5" SCH40 PVC (ELEC)(1) 4" SCH40 PVC (TELECOM)STORMWATER STRUCTURE DATAEX STMH1EXISTING STORM MHEXIST RIM = 313.28NEW RIM = 314.18NEW 6" UD IN = 308.80EX STMH2EXISTING STORM MHEXIST RIM = 314.01NEW RIM = 314.16NEW 8" IN = 308.50EX. 18" IN = 303.89EX. 18" OUT = 303.84EX CB 33EXISTING CATCHBASINRIM = 313.34(2) 6" UD IN = 308.915" IN = 306.815" OUT =306.8EX CB35EXISTING CATCHBASINRIM = 312.076" UD IN = 307.85NEW 12" IN = 307.9012" OUT = 307.85EX PTU1EXIST. PRETREATMENT UNITEXIST RIM (2) = 310.78NEW EAST RIM = 311.4NEW WEST RIM = 311.018" IN = 303.118" IN = 305.6 (STUB)24" OUT = 303.1NEW CB1RIM = 309.308" OUT = 307.20(INSULATE)NEW CB2RIM = 310.50(2) 3" FM IN = 306.90(INSULATE)8" IN = 306.8012" OUT = 306.80NEW CB3RIM = 310.658" IN = 306.3512" IN = 306.3512" IN = 306.3515" OUT = 306.30NEW CB4RIM = 310.5012" OUT = 306.55NEW CB5RIM = 311.0015" IN = 305.8518" OUT = 305.80NEW CB6RIM = 311.05(2) 6" UD IN = 306.2515" IN = 305.0015" OUT = 304.00NEW CB7RIM = 311.05(2) 6" UD IN = 306.2515" PE OUT = 305.30NEW STMH 8RIM = 311.898" IN = 307.00NEW 15" IN = 303.48EX.18" IN/OUT = 303.43(SET STMH ON EX. 18" PE)NEW PS9STORM PUMP STATIONRIM = 302.40(2) 6" UD IN = 298.10(2) 3" FM OUT = 298.0SEE DETAIL ON SH.11EXIST. STREET LIGHT, CONCRETE BASEAND CONDUIT TO BE RELOCATEDTYPICAL EXIST. CONCRETECURB TO BE REMOVEDTYPICAL NEW CONCRETE CURBNEW GRAVEL SUBBASE & FULLDEPTH PAVEMENT (OUTSIDELIMITS OF EXIST. CURB)RELOCATED STREET LIGHTEXISTING UTILITY CONDUITSPRIOR TO CONSTRUCTION OF THE NEW PUBLICSTREET, COORDINATE WITH CONSOLIDATEDCOMMUNICATIONS TO PROVIDE A NEW ROUTEFOR THE SERVICE TO 155 MARKET STREETLEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOURPROPOSED TREELINEEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLEPROPOSED CONTOUR313PROPOSED SPOT GRADE+315.50EXISTING SPOT GRADE+315.46PROPOSED STONE FILLWETPROPOSED WATER LINE & HYDRANTPROPOSED SEWER LINE & CLEANOUTPROPOSED STORM FORCEMAINPROPOSED STORM PIPE & CATCHBASINPROPOSED GAS LINEPROPOSED ELECTRIC & TELECOMSFMGEXISTING WATER LINE & HYDRANTEXISTING SEWER LINEEXISTING STORM PIPE & CATCHBASINEXISTING ELECTRIC & TELECOMETPROPOSED POLE MOUNTED LIGHTWSLPROPOSED SITE LIGHTING05-09-23ABRREV PER SBWD & FD - ADD HYD BEHIND BLDG A205-12-23ABRREV PER SBWD - ADJUST HYD2, SHIFT 6" GV FOR HYD205-19-23ABRREV DRIVE OFF GARDEN ST, SW TO TRASH BLDG
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GGUESSUET312 WTTTWMARKET STREETEXISTINGCONCRETESIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTINGCONCRETESIDEWALKNEW PUBLICSTREET EXISTING GRANITE CURBTYP. NEW GRANITE CURBEXIST. GRANITE CURBTO BE REMOVEDNEW CONCRETE SIDEWALKTYP. NEW DEPRESSED GRANITE CURBTYPICAL CAST IRON DETECTABLEWARNING PLATES WITH YELLOWPOWDER COAT PAINT TO BEINSTALLED IN MARKET ST ROWBUILDING A2NEW CONCRETE SIDEWALKSEE DETAILS ON SHEET 9 FOR CONCRETESIDEWALK ALONG MARKET STREETMOUNTABLE GRANITE CURB ONEACH CORNER RADII EXTENDINGTO SIDEWALK RAMPNEW CONCRETE CURBNEW CONCRETE CURB TRANSITION FROM GRANITE CURBTO CONCRETE CURB AT EDGE OFMARKET STREET RIGHT OF WAYSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN61-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT (IN FEET)GRAPHIC SCALE2002040801" = 20 ft.NOTES:1. THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND SERVICE STUBS ARE BASEDON RECORD DRAWING DATA PROVIDED BY OTHERS.2. PRIOR TO THE FABRICATION OF STRUCTURES, THE SITE CONTRACTOR SHALL PERFORMEXPLORATORY EXCAVATION TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OFEXISTING UTILITIES.3. THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER,SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITHTHE OWNER AND MECHANICAL PLANS.4. THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IFTHE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BYOTHERS. SEE PLANS BY OTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS ANDLOCATION.5. PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOFDRAIN SERVICES FROM THE MECHANICAL PLANS SHALL BE COMPARED TO THE ELEVATIONOF THE COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANYDISCREPANCIES TO THE ENGINEER.6. UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TODESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION.7. ALL PIPE SLOPES ARE IN FEET / FEET.TRANSFORMER VAULTUTILITY & LAYOUT PLANBUILDING A3INSET - NEW PUBLIC STREET AT MARKET STREETN.T.S.STORMWATER STRUCTURE DATANEW PS10STORM PUMP STATIONRIM = 302.25(2) 6" UD IN = 298.25(2) 3" FM OUT = 298.15SEE DETAIL ON SH.11NEW CB11(DEEP SUMP CB)RIM = 312.00(2) 3" FM IN = 310.45(INSULATE)8" OUT = 310.40NEW CB12RIM = 311.0012" OUT = 304.00LEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOURPROPOSED TREELINEEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLEPROPOSED CONTOUR313PROPOSED SPOT GRADE+315.50EXISTING SPOT GRADE+315.46PROPOSED STONE FILLWETPROPOSED WATER LINE & HYDRANTPROPOSED SEWER LINE & CLEANOUTPROPOSED STORM FORCEMAINPROPOSED STORM PIPE & CATCHBASINPROPOSED GAS LINEPROPOSED ELECTRIC & TELECOMSFMGEXISTING WATER LINE & HYDRANTEXISTING SEWER LINEEXISTING STORM PIPE & CATCHBASINEXISTING ELECTRIC & TELECOMETPROPOSED POLE MOUNTED LIGHTWSLPROPOSED SITE LIGHTING05-09-23ABRREV PER SBWD - ADD 8" G.V.05-19-23ABRREV DRIVE OFF GARDEN ST, RELOC XWALK ON MARKET AT FUT STTYP. NEW VERTICAL GRANITECURB. REVEAL VARIES FROM7" AT STREET TO 0" AT RAMPREMOVE EXISTING CURBAND SIDEWALKNEW FULL REVEAL GRANITECURBSAWCUT & REMOVE SIDEWALKALONG EXISTING JOINTTYP. DEPRESSED CURB AT NEWSIDEWALK RAMPSAWCUT & REMOVE SIDEWALKALONG EXISTING JOINTEXISTING SIDEWALK RAMPS TO BEREMOVED AND NEW SIDEWALKRAMPS TO BE CONSTRUCTED ONBOTH SIDES OF MARKET STREETNEW SIDEWALKRAMP
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FM 314314314DEWATERING PIT(LOCATION TO VARY)DWFILTER BAG OR STONE PADDEWATERING DISCHARGE LOCATIONSTDWSTORM POND 1TPZTPZTPZTPZTPZTPZTPZTPZLODLODLODLODLODFILTER BAG OR STONE PADDEWATERING DISCHARGE LOCATIONINSTALL MATTING ONDISTURBED SLOPEINSTALL MATTING ON SLOPEBELOW DEWATERING DISCHARGE71-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.SOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWNEROSION PREVENTION &SEDIMENT CONTROL PLANSILT FENCE OR EROSION LOG (12" DIA)STABILIZED CONSTRUCTION EXITEROSION MATTINGLIMITS OF DISTURBANCEEROSION PREVENTION & SEDIMENT CONTROL PERMIT REQUIREMENTSPRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL OBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT3-9020 WHICH REGULATES STORMWATER RUNOFF FROM CONSTRUCTION SITES.THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTS TO WATER QUALITY, BASED UPON THE FOLLOWING:- A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBED EARTH IS TEMPORARILY OR PERMANENTLY STABILIZED.- A MAXIMUM OF 5 ACRES OF DISTURBANCE AT ANY TIMETHESE CRITERIA FORM THE BASIS FOR THE LOW RISK DETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRETHAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IF THE POTENTIAL RISK TO WATER QUALITY, AND THERELATED PERMITTING REQUIREMENTS, HAVE CHANGED.THE CONTRACTOR SHALL REFER TO THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENTCONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT A MINIMUM, THESE SHALL INCLUDE:- MARKING THE LIMITS OF DISTURBANCE TO PRESERVE EXISTING VEGETATION OUTSIDE THE LIMITS OFCONSTRUCTION- LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELY BEING WORKED- MULCHING DISTURBED AREAS WITHIN 14 DAYS OF INITIAL DISTURBANCE AND WHENEVER SITE WORK ACTIVITY WILLBE SUSPENDED- INSTALLATION OF A STABILIZED CONSTRUCTION EXIT. DURING CONSTRUCTION NO VEHICLES SHALL ENTER OR EXITTHE PROPERTY AT ANY LOCATION OTHER THAN THE GARDEN STREET CURB CUT, WHERE A STABILIZEDCONSTRUCTION EXIT SHALL BE LOCATED- INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS- INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE DISTURBED AREA AND AROUND SOILSTOCKPILES- PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALL SLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHERDISTURBED AREAS- SWEEPING PAVED AREAS TO REMOVE SEDIMENT. PAVED AREAS SHALL BE SWEPT WITH A MECHANICAL OR VACUUMSTREET SWEEPER TO REMOVE SEDIMENT AS NEEDED, OR ANYTIME SEDIMENT IS VISIBLE ON MARKET OR GARDEN ST.- APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S)- ALL EPSC MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS.LODNOTE:THE LIMITS OF DISTURBANCE SHALL BE MARKED WITH 4" ORANGEPOLYESTER BARRIER TAPE, CONSTRUCTION FENCE, OR SNOW FENCE,EXCEPT IN AREAS WITHIN 50 FEET OF A PRESERVED WETLAND ORSTREAM WHERE CONSTRUCTION FENCE SHALL BE USED TO MARKTHE LIMITS OF DISTURBANCE.TEMPORARY STABILIZEDWORK / STORAGE AREAEPSC LEGENDTREE PROTECTION ZONETPZBIORETENTION AREA EPSC SEQUENCING1.THE BIORETENTION AREA MAY BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION. IF USED AS A SEDIMENT BASIN,THE BOTTOM OF THE BIORETENTION AREA SHALL NOT BE DISTURBED. SEDIMENT BASIN STORAGE VOLUME SHALL BECREATED BY THE PLACEMENT OF FILL TO THE FINISH GRADES SHOWN AROUND THE PERIMETER OF THE BIORETENTIONAREA.2.PRIOR TO CONSTRUCTION OF THE TYPICAL BIORETENTION SECTION SHOWN ON VHB SHEET D2, ALL ACCUMULATEDSEDIMENT, ORGANIC DEBRIS (VEGETATION, STUMPS, AND ROOTS LARGER THAN 1" DIAMETER), AND TOPSOIL SHALL BEREMOVED. THE NATIVE SOIL SHALL BE LOOSENED BY SCARIFYING OR TILLING TO A DEPTH OF UP TO 12" TO AMELIORATEANY COMPACTION DURING CONSTRUCTION.3.RUNOFF SHALL NOT BE DIRECTED INTO THE BIORETENTION FACILITY UNTIL:A. ALL UPGRADIENT CONTRIBUTING AREAS HAVE BEEN PERMANENTLY STABILIZED.B. THE BIORETENTION FACILITY IS COMPLETE AND ALL AREAS SUBJECT TO RUNOFF HAVE BEEN PERMANENTLY STABILIZED.4.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BIORETENTION AREA, THE SEDIMENT AND ALL CONTAMINATEDMATERIAL (SUCH AS MULCH OR SOIL MIX) SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO EXPENSE TOTHE OWNER.DURING SITEWORK AND BUILDING CONSTRUCTION, AT LEASTONE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED:-THE AREA BETWEEN THE FOUNDATION AND EXISTINGSIDEWALK OR CURB SHALL BE STABILIZED WITH STONE ORGRAVEL-THE TEMPORARY GRADE ADJACENT TO THE FOUNDATIONSHALL BE AT LEAST 1 FOOT LOWER THAN THE GRADE OFTHE ADJACENT EXISTING SIDEWALK OR CURB.-SILT FENCE OR EROSION LOG SHALL BE INSTALLED ALONGTHE ADJACENT EXISTING SIDEWALK OR CURB.DURING SITEWORK AND BUILDING CONSTRUCTION, AT LEASTONE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED:-THE AREA BETWEEN THE FOUNDATION AND EXISTINGSIDEWALK OR CURB SHALL BE STABILIZED WITH STONE ORGRAVEL-THE TEMPORARY GRADE ADJACENT TO THE FOUNDATIONSHALL BE AT LEAST 1 FOOT LOWER THAN THE GRADE OFTHE ADJACENT EXISTING SIDEWALK OR CURB.-SILT FENCE OR EROSION LOG SHALL BE INSTALLED ALONGTHE ADJACENT EXISTING SIDEWALK OR CURB.TREE PROTECTION ZONE DETAILNTSEXISTING TREE TO BEPROTECTED - SEE PLANSFOR LOCATIONS.8'-0" MAXIMUM36" MIN STEEL OR WOOD POSTHDPE MESH FENCE. SECUREMESH TO POSTS WITH NYLONZIP CABLE TIES-3 PER POST.EXISTING GRADE1.PRIOR TO START OF CONSTRUCTION, INSTALL TEMPORARY PROTECTION ZONE (TPZ) FENCEIN LOCATIONS SHOWN ON PLANS.2. TPZ FENCE SHALL PROTECT EXISTING TREES THROUGHOUT CONSTRUCTION AGAINSTCUTTING, BREAKING OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK;SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATEDMATERIALS; EXCESS FOOT OR VEHICULAR TRAFFIC; AND PARKING OF VEHICLES.3.WHERE TEMPORARY CLEARANCE IS NEEDED DURING CONSTRUCTION THAT MAY CONFLICTWITH EXISTING TREES, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THECLEARANCE ZONE.4. ROOTS ENCOUNTERED DURING EXCAVATION IN THE VICINITY OF TREE PROTECTION ZONESSHALL BE CLEANLY CUT AND PROTECTED DURING CONSTRUCTION OPERATIONS.TEMPORARILY COVER EXPOSED ROOTS WITH A DOUBLE LAYER OF DAMPENED BURLAP TOPREVENT ROOTS FROM DRYING OUT UNTIL THEY CAN BE COVERED WITH SOIL. COVERROOTS WITH SOIL AS SOON AS POSSIBLE REMOVING BURLAP FIRST.5. IF ANY TREES DESIGNATED TO BE SAVED ARE DAMAGED AND REPLACEMENT IS REQUIRED,TREES OR SHRUBS OF THE SAME SPECIES AND VARIETY SHALL BE FURNISHED ANDPLANTED BY THE CONTRACTOR. THE TOTAL INCH DIAMETER OF THE REPLACEMENT TREESOR SHRUBS SHALL EQUAL THE DIAMETER OF THE TREE OR SHRUB TO BE REPLACED.6. REMOVE TEMPORARY PROTECTION DEVICES AND FACILITIES INSTALLED DURING COURSEOF WORK AFTER COMPLETION OF ALL WORK AND RESTORE PLANT PROTECTION AREAS TOTHEIR ORIGINAL CONDITION.BLOCK A FOUNDATION EXCAVATION DEWATERING SPECIFICATIONSDEWATERING FROM THE FOUNDATION EXCAVATIONS MAY OCCUR AT ONE OR MULTIPLE LOCATIONS, BASED UPONTHE DEWATERING METHODS, SOIL, AND GROUNDWATER CONDITIONS.DEWATERING SHALL BE FROM A STABILIZED SUMP OR DEWATERING PIT. THE DEWATERING PIT SHALL BEADEQUATELY SIZED TO MINIMIZE SOIL MIGRATION AND SEDIMENT TRANSPORT.THE DISCHARGE LOCATION(S) SHALL BE OUTSIDE THE GARDEN STREET AND MARKET STREET RIGHTS OF WAY, INA LOCATION OF EXISTING VEGETATION OR STABILIZED SURFACE (CLEAN STONE FILL), HAVING A SLOPE OF LESSTHAN 5%. IF THERE ARE MULTIPLE DISCHARGE LOCATIONS, THEY SHALL BE SEPARATED BY AT LEAST 50 FEET.IF THE DISCHARGE IS VISIBLY TURBID, A FILTER BAG SHALL BE INSTALLED. IF THE DISCHARGE IS NOT VISIBLYTURBID, A LEVEL 10' X 10' X 8" THICK CLEAN 2" STONE PAD SHALL BE INSTALLED TO PREVENT EROSION AT THEOUTLET.THE FOUNDATION FOR BUILDING A1 WILL BE CONSTRUCTED FIRST, FOLLOWED BY BUILDING A2, WITH THEFOUNDATION FOR BUILDING A3 BEING LAST. AS THE CONSTRUCTION OF FOUNDATIONS PROGRESSES ON BLOCKA, THERE WILL BE FEWER AVAILABLE LOCATIONS FOR DEWATERING DISCHARGE. STABILIZED FLOW PATHS MAYNEED TO BE CREATED TO CONVEY RUNOFF TO THE EXISTING STORM POND. STABILIZED FLOW PATHS SHALLCONSIST OF CLEAN CRUSHED STONE AND/OR TEMPORARY PIPING. TEMPORARY STABILIZATION OF THE STORMPOND SIDESLOPES MAY BE REQUIRED TO PREVENT EROSION FROM DEWATERING DISCHARGE FLOWING INTOTHE POND. TURBID DISCHARGE SHALL NOT BE DISCHARGED INTO THE STORM POND.WINTER EPSC PLAN REQUIREMENTSIF CONSTRUCTION ACTIVITIES INVOLVING EARTH DISTURBANCE CONTINUE PAST OCTOBER 15, ORBEGIN BEFORE APRIL 15, THEN THE FOLLOWING PROVISIONS SHALL BE IMPLEMENTED:1.STABILIZED ACCESS POINTS SHALL BE ENLARGED TO PROVIDE FOR SNOW STOCKPILING WHILE STILL MAINTAININGEFFECTIVE SEDIMENT CONTROL. PACKED SNOW AND ICE MAY NEED TO BE REMOVED AND ADDITIONAL STONEPLACED TO MAINTAIN THE LOOSE STONE SURFACE AT STABILIZED CONSTRUCTION EXITS.2.BASED UPON THE WINTER ACTIVITIES PROPOSED, THE ON-SITE PLAN COORDINATOR SHALL DEVELOP A SNOWMANAGEMENT PLAN THAT SHALL INCLUDE AT A MINIMUM:A.ADEQUATE SIZE FOR SNOW STORAGE AREASB.SNOW STORAGE AREAS LOCATED DOWN GRADIENT OF AREAS OF PLANNED DISTURBANCEC.CONTROL OF SNOWMELT RUNOFFD.PROHIBITING STORAGE OF SNOW IN STORMWATER TREATMENT STRUCTURESE.A MINIMUM 25 FOOT BUFFER BETWEEN PERIMETER CONTROLS (SUCH AS SILT FENCE) TO ALLOW FOR SNOWCLEARING AND MAINTENANCE3.IN AREAS OF DISTURBANCE WITHIN 100 FT OF A RECEIVING WATER, THE FOLLOWING MUST BE INSTALLED ACROSSTHE SLOPE, DOWN GRADIENT OF THE EARTH DISTURBANCE:A.FILTER SOCKS OR STRAW WATTLES SHALL BE PLACED IN FRONT OF SILT FENCE OR EROSION CONTROLBERMSB.SILT FENCE SHALL BE USED IN CONJUNCTION WITH EROSION CONTROL BERMSC.A SINGLE ROW OF REINFORCED SILT FENCE4.THE ONSITE PLAN COORDINATOR INSPECTIONS SHALL INCLUDE MAINTENANCE OF DRAINAGE STRUCTURES TOINSURE THAT THEY ARE OPEN AND FREE OF SNOW AND ICE DAMS.5.SILT FENCE AND OTHER PRACTICES REQUIRING EARTH DISTURBANCE SHALL BE INSTALLED AHEAD OF GROUNDFREEZING. IF PRACTICES MUST BE INSTALLED OR MAINTAINED AFTER GROUND FREEZING, NO FROZEN MATERIALSHALL BE USED IN THE CONSTRUCTION OF BERMS OR DIKES, OR INSTALLATION OF SILT FENCE.6.WHERE MULCH IS USED FOR TEMPORARY STABILIZATION, IT SHALL BE APPLIED AT A MINIMUM OF 2 INCHES WITHAN 80-90% COVER.7.TO ENSURE COVER OF DISTURBED SOIL IN ADVANCE OF A MELT EVENT, AREAS OF DISTURBED SOIL MUST BESTABILIZED PRIOR TO ANY RUNOFF PRODUCING EVENTS, WITH THE FOLLOWING EXCEPTION:A.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURING IN A SELF-CONTAINED EXCAVATION (E.G. NOOUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES,PROVIDED ANY DEWATERING, IF NECESSARY IS CONDUCTED AS REQUIRED.8.PRIOR TO STABILIZATION, SNOW OR ICE MUST BE REMOVED TO THE EXTENT PRACTICABLE.9.WHERE EXTERIOR CONSTRUCTION ON BUILDINGS WILL CONTINUE, OR WHERE VEHICLE OR EQUIPMENT TRAFFICASSOCIATED IS EXPECTED, A STABILIZED WORK AREA AROUND THE PERIMETER OF THE STRUCTURE SHALL BESTABILIZED WITH CRUSHED STONE OR GRAVEL.DEWATERING DISCHARGE STONE PAD TYPICAL SILT SACK TO BE INSTALLEDON MARKET ST & GARDEN ST - SEE CBINLET PROTECTION DETAIL ON SH. 11CB INLET PROTECTION (SEE SHEET 8FOR ADDITIONAL SPECIFICATIONS)PAVED AREAS SHALL BE SWEPT WITH A MECHANICALOR VACUUM STREET SWEEPER TO REMOVESEDIMENT AS NEEDED, OR ANYTIME SEDIMENT ISVISIBLE ON MARKET ST OR GARDEN ST.DURING CONSTRUCTION, GARDEN STREET SHALL BEUSED AS THE PRIMARY CONSTRUCTION ACCESS. ASTABILIZED CONSTRUCTION EXIT SHALL BE IN PLACEAT THE ACCESS POINT (WHICH WILL CHANGE WITHTHE PROPOSED CURB CUT RELOCATION)ALL EPSC MEASURES SHALL BE REGULARLY INSPECTED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS TYPICAL SILT SACK TO BE INSTALLEDON MARKET ST & GARDEN ST - SEE CBINLET PROTECTION DETAIL ON SH. 11SECONDARY CONSTRUCTION ACCESSINSTALL STABILIZED CONSTRUCTIONEXIT PRIOR TO USEDURING CONSTRUCTION OF THE NEWSTREET, A STABILIZED ACCESS ROUTE FORNON-CONSTRUCTION VEHICLES SHALL BEPROVIDED TO 155 MARKET STREET
ELLLLLLEELLLLL
LLLDPOON TRUST, LLC. N/FVOL. 780, PG. 7286' WIDE CONCRETE SIDEWALKGARDEN STREETLOT M58
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81-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 30030601"=30 FEETSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWNLIGHTING PLANLIGHTING SPECIFICATIONSLEGENDDESCRIPTIONMOUNT HEIGHTDISTRIBUTION TYPECOLOR TEMPRAB BLED18N 18W42" BOLLARD180 DEGREE4000KRAB ALED4T125N24 FEET POLETYPE IV4000KRAB ALED5S150N24 FEET POLETYPE V4000KKIM OURO UR20-24L-25-3K7-316 FEET POLETYPE III3000KRAB WPLED13N9' WALLTYPE III4000KLITHONIA 4BEMW11' CANOPYRECESSED CUTOFF4000KNOTES:COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNERPOWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDING(S)LIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIANCONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN45WBBBBBBBBBBBBBBBBBBBBWWWWWWWWW444445554W44SSSSUR2024L-253K73-*PTXXBL7PR-SC**SF/DF &CLR-LTRA16-6156FM-BLNOTES:*VOLTAGE TO BE CONFIRMED BYELECTRICAL ENGINEER**SINGLE FUSE OR DOUBLE FUSE TO BECONFIRMED BY ELECTRICAL ENGINEERNOTES:1.PROVIDE DR-GFI (DUPLEX RECEPTACLE90 DEGREES TO TOP BANNER SUPPORTARM) & TWO (2) KBBA-18/BL (18" DUALBANNER ARM SUPPORTS, BLACK)FUTURE PUBLIC STREETFUTURE PUBLIC STREETTOTAL FIXTURE QUANTITY = 3 EACHTOTAL POLE QUANTITY = 3 EACH
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN - PH.II
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
03-17-23
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
9
DETAILS AND SPECIFICATIONS
SITEWORK
GENERAL CONSTRUCTION SPECIFICATIONS
1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT
AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE
PLANS.
2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. THE
CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE THE ACTUAL
LOCATION OF THE EXISTING SERVICE STUBS AND PRIVATE UTILITIES WITHIN THE LIMITS OF THE PROPOSED
WORK.
3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM LIMITED FIELD SURVEYS AND AVAILABLE
PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL
VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR
RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION,
PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON
THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE
UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED
AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN
DEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER
BROOM AS DUST CONTROL.
6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATE
E-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE
WHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE
FLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THE
PAVED PORTION OF THE PUBLIC RIGHT OF WAY.
7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY
PRIOR TO THE BEGINNING OF OPERATIONS.
8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONT
WATER SUPPLY RULES.
9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTED
BY THE CONTRACTOR.
10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISE
SPECIFIED.
11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE
OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
7"
6"
9"
18"
NOTES:
12"
2"
1/4" RADIUS
1/2" RADIUS
PAVEMENT
CLASS B CONCRETE
SIDEWALK RAMP DETAILS
C
B
A
C
B
8.3 % MAXIMUM
CURB TRANSITION
SECTION C-C
5'
MIN. WIDTH
SECTION B-B
SECTION A-A
CONCRETE CURB
8.3 % MAX.
RAMP
AUXILIARY
ROUNDING ( TYPICAL )
8.3 % MAX.
AUXILIARY
RAMP
CURB
SIDEWALK RAMP
1/4" REVEAL
EDGE OF PAVEMENTCONCRETE CURB
24"
CAST IRON
DETECTABLE
WARNING SURFACE
LEVEL LANDING
SIDEWALK RAMP WITH
CAST IRON DETECTABLE
WARNING SURFACE
SIDEWALK
RAMP
SIDEWALK
RAMP
SINGLE RAMP ON TANGENT:
SIDEWALK ADJACENT TO CURB.
CONCRETE SIDEWALK DETAIL
NOTE:
ALL DETECTABLE WARNING SURFACES SHALL BE CAST
IRON AND SET IN PORTLAND CEMENT CONCRETE.
SEE PLANS
1
1
GRADE OF PAVEMENT
SLOPE TO MATCH FINISH
SEE SITE PLAN FOR GRADING
CONCRETE CURB
18"
1 1/2" THICK VTRANS TYPE III
WEARING COURSE
2" THICK VTRANS TYPE II
BASE COURSE
MIRAFI 500X GEOTEXTILE
FABRIC OR EQUAL
DENSE GRADED CRUSHED
STONE (VTRANS SPEC 704.06)
SELECT NATIVE SAND
DRIVE & PARKING AREA CROSS SECTION
NTS
WHERE FILL IS REQUIRED, SELECT NATIVE SAND OR APPROVED SAND FILL SHALL BE
USED TO REACH THE SUBGRADE ELEVATION. IF ALTERNATE MATERIAL IS USED, THE
ENGINEER SHALL BE CONSULTED REGARDING THE NEED FOR UNDERDRAIN
INV. ELEV. POINT
ON PLANS
AS NOTED
SHORT LENGTH OF PIPE
NTS
18" X 18" X 8" - 3500 P.S.I.
SQUARE
24"
45° BEND
FLOW
CONCRETE PAD
6" THICK GRAVEL BASE
UNDER CONCRETE PAD
CLEANOUT DETAIL
COVER SHALL BE MARKED
SEWER OR STORM
THREADED PVC CAP INSIDE
CAST IRON CLEANOUT FRAME
& COVER
NTS
MIN. 30"
BIKE RACK DETAIL
BIKE RACK LOOP
SEE LANDSCAPING PLANS FOR BIKE
RACK SPECIFICATIONS
22" MIN.
SIDE VIEW
NOTES:
1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER PRIOR TO
ORDERING.
2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
3.SEE LANDSCAPING PLANS FOR BIKE RACK SPECIFICATIONS.
STAINLESS STEEL WEDGE
ANCHOR, MIN. 2 PER SIDE
SEE CONCRETE
SIDEWALK DETAIL
STAINLESS STEEL WEDGE
ANCHOR, MIN. 2 PER SIDE
SEE PLAN FOR MOUNTABLE CURB LOCATIONS
ROADWAY
SURFACE
CONCRETE CURB DETAIL
4"
4"
FINISH GRADE3"
MOUNTABLE CONCRETE CURB
9"
18"
FENCE & RETAINING WALL RAILING
NOMINAL 8 FEET ON CENTER
THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR THE PROPOSED ATTACHMENT
OF THE RAILING POSTS TO TOP OF RETAINING
WALL. INSTALL PER MANUFACTURERS
RECOMMENDATIONS WHERE NOT LOCATED
ALONG TOP OF RETAINING WALL
RAILING SHALL BE MONTAGE MAJESTIC WELDED
STEEL PANEL FENCE SECTIONS:
-TWO RAIL OPTION WITH FLUSH BOTTOM
-COLOR SHALL BE BLACK
-NO FINIALS OR DOUBLE RING ADORNMENT
FINISH GRADE
48" NOMINAL HEIGHT
PARTIAL GARDEN STREET TYPICAL SECTION
NTS
SEE ALSO GARDEN STREET DESIGN PLANS
FOR ADDITIONAL CROSS SECTION DETAILS
CONCRETE CURB
4
1
12"
SUBBASE OF DENSE GRADED
CRUSH GRAVEL, FINE GRADED
4" TOPSOIL
& SEED
SEE SIDEWALK
DETAIL THIS
SHEET
6'2.5'6"
6" TOPSOIL & SEED OR
CONCRETE WALK (SEE LAYOUT
PLAN FOR WALK LOCATIONS)
S = 2%
1
1
4" MAXIMUM
SEE PLAN FOR MOUNTABLE CURB LOCATIONS
2"
4"
5"
MARKET STREET
MOUNTABLE GRANITE CURB
18"
FINISH GRADE
N.T.S.
MARKET STREET CONCRETE SIDEWALK DETAIL
6"
7 FEET
2% MAX CROSS SLOPE
6" THICK CONCRETE
SIDEWALK (CLASS B, 3500 PSI)
SEE NOTES REGARDING
CONCRETE REINFORCEMENT
SIDELINE OF RIGHT OF WAYSEE DETAIL FOR PRIVATE
SIDEWALK OUTSIDE PUBLIC
RIGHT OF WAY
EXISTING CONCRETE SIDEWALK
EXISTING GRAVEL SUBBASE
NOTES:
1.ALL SIDEWALK AND INCIDENTAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 618 OF THE
VTRANS STANDARD SPECIFICATIONS FOR CONSTRUCTION (2018).
2.SIDEWALK REINFORCEMENT SHALL BE 6-INCH X 6-INCH, 10 GAGE WELDED WIRE STEEL GRID MEETING THE
REQUIREMENTS OF VTRANS SPECIFICATION 713.05.
DOWELS SHALL BE 21 INCH LONG NO. 5 STAINLESS STEEL REINFORCING BARS MEETING THE
REQUIREMENTS OF ASTM 4955, GRADE 60 AND VTRANS SPECIFICATION 713.01 AS APPLICABLE.
WELDED WIRE STEEL GRID AND DOWELS SHALL BE PLACED AT MID-DEPTH OF THE CONCRETE
SIDEWALK. DOWELS SHALL BE PLACED AT ALL SIDEWALK CONSTRUCTION JOINTS, 2 FEET ON CENTER.
3.WHEN THE SIDEWALK IS CONSTRUCTED NEXT TO A SIDEWALK LOCATED OUTSIDE THE PUBLIC RIGHT OF
WAY, ASPHALT TREATED FELT SHALL BE PLACED AT THE EDGE THE SIDEWALK FOR THE TOTAL DEPTH OF
THE CONCRETE.
4.DETECTABLE WARNING SURFACES SHALL BE INSTALLED AS PER VTRANS SECTION 618.05. DETECTABLE
WARNING SURFACES SHALL CONFORM TO VTRANS SPECIFICATION 751.08, AND SHALL BE FACTORY
POWDER COATED YELLOW.MARKET STREET CONCRETE SIDEWALK
FINISH AND SAWCUT JOINT DETAIL
N.T.S.
PROPOSED SIDEWALK
EXISTING SIDEWALK
THE MARKET STREET SIDEWALK DETAILS AND SPECIFICATIONS WERE TAKEN FROM THE CONSTRUCTION PLANS
FOR THE SOUTH BURLINGTON - MARKET STREET STP 5200(17) PROJECT, AS PREPARED BY VHB AND SE GROUP.
6"
SEE NOTES REGARDING
DOWELS BETWEEN NEW
AND EXISTING SIDEWALK
MIN. 12" THICK CRUSHED GRAVEL
PER VT STATE SPEC #704.05
05-19-23 ADD NOTES RE: MARKET ST SW REINFORCEMENT, CURB BEVEL ABR
6"
2"
CUT CORNER OF CURBS AT SIDEWALK
RAMPS TO ELIMINATE SHARP CORNERS
CURB BEVEL DETAIL
NTS
SIDEWALK RA
M
P
DETAIL TAKEN FROM S.BURLINGTON-MARKET
STREET DESIGN DRAWINGS (SHEET 9 OF 108)
PRIOR TO PAVING, THE PORTION OF
CURBING TO BE IN CONTACT WITH
PAVEMENT SHALL BE COATED WITH
EMULSIFIED ASPHALT
1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS
WITH 1/8" JOINT BETWEEN SECTIONS.
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND
SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO
DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORK. )
3) ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS
THAN 5% AND NOT MORE THAN 7%
N.T.S.
INDIVIDUAL RESIDENTIAL ENTRY WALKWAY DETAIL
TYPICAL BUILDING
GROUND FLOOR DWELLING UNIT
PROPOSED CONCRETE WALKWAY
SIDEWALK ALONG PUBLIC STREET
THE EDGE OF THE WALKWAY
SHALL ALIGN WITH THE HINGE
SIDE OF THE DOOR
THE WALKWAY ALIGNMENT SHALL
BE OFFSET FROM THE DOOR TO
CREATE SPACE AT THE ENTRY
STEPS
(AS REQ'D)
THE WALKWAY SHALL NOT BE
CENTERED ON THE DOOR
06-15-23 ADD RESID ENTRY DETAIL ABR
2'
5'
304
308
312
0+00
302
306
310
311.031+002+003+00
314
316
318
304
308
312
302
306
310
314
316
318
CENTERLINE MARKET STMARKET STREET R.O.W.MARKET STREET R.O.W.SIDEWALK
EXISTING
GROUN
D
311.55312.38313.21314.041.66%
1.04%PVI STA = 2+50 / PVI ELEV = 311.55CB6 17.0' LT / CB7 17.3' RTEXISTING 18" PE
(EX. STMH 1 - EX. STMH2)
NEW 15" PE
(CB7 - CB6)
FINISH GRAD
E
MATCH EXISTING PAVED
DRIVE TO 155 MARKET ST
0+50
1+001+502+002+002+50
3+00
3+
4
3
0+00
N43°35'12"E 238.45'
NEW STREET CENTERLINE
L = 104.50'
R = 170.00'
CENTRAL ∠ = 35°13'12"
DEFLECTION ∠ = 17°36'36"
102.86
'
NEW PUBLIC STREET MARKET STREETSOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN - PH.II
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
03-17-23
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
10
STREET PROFILE
SITEWORK & STORM
DETAILS AND SPECIFICATIONS
12-09-22
TYPICAL SANITARY SEWER & STORM TRENCH
24"X24" SQUARE STRUCTURE
TYPICAL CATCHBASIN
ROUND STRUCTURE
6'
CENTER OF TRAVEL LANE
SPEED TABLE
AREA
10'
6'
12" WHITE PAINT MARKINGS
A
A
5'5'
3" - 3 1/2" BITUMINOUS CONCRETE
PAVEMENT PLACED IN TWO LIFTS OF
TYPE III (VARIES) OVER 2" TYPE II
6'6'
3''
SPEED TABLE PROFILEDRAINAGE SECTION A-A
12"
MINTAPER
LC
CURB
SPEED
TABLE
NTS NTS
PARABOLIC
FLAT
SPEED TABLE DETAILS
NTS
SEAM (TYP)
PAVEMENT MARKINGPLAN LAYOUT
"SPEED TABLE" SIGN (30"x30")
CURB12"
MINTAPER
"SPEED TABLE" SIGN (30"x30")
12"MAX.12"MAX.
PUBLIC STREET TYPICAL SECTION
NTS
CONCRETE CURB
S=1/3"/FT
S=1/3"/FTS=1/3"/FT
S=1/3"/FT
CL
2" BITUMINOUS CONCRETE
PAVEMENT - TYPE III
3" BITUMINOUS CONCRETE
PAVEMENT - TYPE II
24" SUBBASE OF DENSE
GRADED CRUSHED STONE
(VTRANS SPEC. 704.06)
GEOTEXTILE FOR
ROADBED SEPARATOR
(MIRAFI 500X)
1
44
1
6" PERF. PVC SDR 35 (ASTM F75B)
PE SHALL NOT BE USED
12" THICK SUBBASE OF DENSE
GRADED CRUSHED GRAVEL
(VTRANS SPEC. 704.05)
4" TOPSOIL
& SEED
6" THICK
CONCRETE
SIDEWALK
8' ONSTREET PARKING 10' TRAVEL LANE 10' TRAVEL LANE 8' ONSTREET PARKING
12"
6" TOPSOIL
& SEED
6" TOPSOIL
& SEED
S = 2%
CONCRETE CURB
1
1
1
1
MINIMUM 12" FABRIC OVERLAP
MINIMUM 24" GEOTEXTILE
OVERLAP
60' R.O.W.
3/4" TO 1-1/2" CLEAN STONE - DO
NOT USE LIMESTONE
MIRAFI 140N FABRIC OR EQUAL
UNDERDRAIN TRENCH LEDGE
PAYMENT LIMIT = 18"
PUBLIC STREET CROSS SECTION NOTES:
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY PUBLIC WORKS SPECIFICATIONS,
THE VTRANS STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE APPROVED ENGINEERING
PLANS AND SPECIFICATIONS.
2.EMULSION WILL BE PLACED ON THE FACE OF THE CURB WHERE IT WILL BE IN CONTACT WITH THE
PAVEMENT.
3.EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISH
COURSE IS NOT PLACED IMMEDIATELY AFTER THE BASE COURSE PLACEMENT.
4.THE STREET FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.5%
5.WHERE LEDGE EXISTS IT SHALL BE SHATTERED TO A MINIMUM OF 2'-6" BELOW SUBGRADE.
6.PRIOR TO INSTALLING THE UNDERDRAINS, THE GEOTEXTILE AND GRAVEL, THE CONTRACTOR SHALL
CONTACT THE ENGINEER FOR INSPECTION OF THE SUBGRADE SOILS. THE CONTRACTOR SHALL
FURNISH A LOADED DUMP TRUCK FOR TRAVELING ON THE SUBGRADE WHEN THE ENGINEER
PERFORMS THE INSPECTION. THE CONTRACTOR SHALL OVER-EXCAVATE UNSUITABLE SOILS AND
ADD ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER.
7. PRIOR TO PLACEMENT OF SAND BORROW OR GRAVEL BASE MATERIALS, THE CONTRACTOR SHALL
PROVIDE TO THE ENGINEER A GRADATION ANALYSIS FOR EACH MATERIAL SOURCE TO BE USED
DEMONSTRATING COMPLIANCE WITH THE REQUIRED SPECIFICATION. THIS GRADATION ANALYSIS
SHALL BE REPRESENTATIVE OF THE MATERIAL TO BE USED. SUBSEQUENT SAMPLES SHALL BE TAKEN
FROM ON-SITE MATERIAL IN PLACE FOR GRADATION ANALYSIS BY THE ENGINEER.
8.ALL PAVEMENT MARKINGS ON PUBLIC STREETS, AND ALL CROSSWALKS WITHIN THE STREET RIGHT
OF WAY (PUBLIC OR PRIVATE STREETS) SHALL BE DURABLE POLYUREA. TEMPORARY PAINT
MARKINGS SHALL BE PROVIDED ON BASE COURSE PAVEMENT.
12" SAND BORROW
(VTRANS SPEC. 703.03)
6' SIDEWALK
04-11-23 ADD STREET PROFILE AND GEOMETRY ABR
NEW PUBLIC STREET PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
NEW PUBLIC STREET - CENTERLINE GEOMETRY
HORIZONTAL SCALE: 1" = 20'
(IN FEET)
GRAPHIC SCALE
20 0 20 40 80
1" = 20 ft.
05-19-23 REVISE DURABLE MARKINGS TO POLYUREA WITHIN ROW ABR
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN - PH.II
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
03-17-23
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
PLAN
PROFILE
TURF ESTABLISHMENT SPECIFICATIONS
1.
3A.
3B.
5.
4.
NORTH AMERICAN GREEN N150
OR APPROVED EQUAL
2.
1. EROSION MATTING WILL BE USED ON SLOPES STEEPER THAN 3H:1V OR AS SHOWN ON THE PLANS.
2. PREPARE SOIL BEFORE INSTALLING MATTING, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. SOIL
SURFACE SHALL BE GRADED SMOOTH WITHOUT ROOTS, STONES OR OTHER PROTUSIONS THAT WILL PREVENT THE MATTING FROM
BEING APPLIED IN FULL CONTACT WITH THE SOIL SURFACE.
3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE MATTING IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF
MATTING EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE MATTING WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF MATTING BACK OVER SEED AND COMPACTED SOIL. SECURE MATTING
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" PART ACROSS THE WIDTH OF THE MATTING.
4. ROLL THE MATTING (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. INSURE THAT THE APPROPRIATE SIDE OF THE MATTING
IS AGAINST THE SOIL SURFACE. ALL MATTING MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE MANUFACTURER'S STAPLE PATTERN GUIDE FOR THE PARTICULAR PRODUCT AND
APPLICATION. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO
PROPERLY SECURE THE MATTING.
5. THE EDGES OF PARALLEL MATTING MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP DEPENDING ON MATTING TYPE.
6. CONSECUTIVE MATTING SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE - WITH THE UPPER MATTING
PLACED OVER THE TOP OF THE LOWER MATTING) WITH AN APPROXIMATE 12" OVERLAP. STAPLE THROUGH OVERLAPPED AREA,
APPROXIMATELY 12" APART ACROSS ENTIRE MATTING WIDTH.
SEED AT 5 LBS PER 1,000 SQ. FT.100
HOME RUN PERENNIAL RYEGRASS15
BLADERUNNER TALL FESCUE25
CROSSFIRE IV TALL FESCUE30
% OF MIX
GRASS SEED MIX
TYPE OF SEED
TITANIUM TALL FESCUE25
KENTUCKY BLUEGRASS5
CONCRETE CURB
(WHERE APPLICABLE)
EXTEND 1" MINIMUM AND 3"
MAXIMUM FROM EDGE OF
GRATE (TYP)
SECURE USING 3-1/2" DIA. PRESSURE
DISKS AND 175# PLASTIC TIES
FASTENED TO INLET GRATE (TYP)
THREE DIMENSIONAL NATURAL
FIBER INLET PROTECTION DEVICE
(VTRANS INLET PROTECTION
DEVICE, TYPE 2)
INLET CASTING
SECTION
GRATE
TOP LAYER
GRATE BAR
BOTTOM LAYER
ZIP TIE
PRESSURE DISK
EROSION MATTING INSTALLATION DETAIL
STABILIZED CONSTRUCTION EXIT
CATCHBASIN INLET PROTECTIONEROSION LOG SECTION
WOOD STAKE, DRIVEN A MINIMUM
OF 12" INTO THE SOIL AND SPACED
A MAXIMUM OF 4' APART
EROSION LOG - SEE PLAN
FOR LOCATIONS
FLOW
NOTES:
1.TIGHTLY ABUT THE ENDS OF THE EROSION LOGS - NO GAPS.
2.INSTALL EROSION LOGS PARALLEL TO CONTOURS AS SHOWN
ON THE PLANS.
12"
THE EROSION LOG SHALL BE
EMBEDDED 2" INTO THE SOIL OR
SHALL HAVE 3" OF HAY MULCH
PLACED ON THE UPSLOPE TOE
THE BOTTOM OF THE EROSION LOG
SHALL BE IN CONTINUOUS CONTACT
WITH THE UNDERLYING GROUND
11
DETAILS AND SPECIFICATIONS
EPSC & STORM DETAILS
MAINTAIN POSITIVE
DRAINAGE TO INLET
GRATENEMA 4X (UL LISTED)
JUNCTION BOX
STAINLESS STEEL PIPE
SUPPORT (TYP.)
12" SUMP
MONOLITHIC BASE
MINIMUM 2' HIGH
3" SCH 40 PVC FM
6 FT X 6 FT X 6 FT (INSIDE
DIMENSIONS) PRECAST
REINFORCED 5000 PSI
CONCRETE STRUCTURE
1/4" WEEP HOLE
SECTION
PUMP
UNION
USE WATERPROOF GROUT
TO SECURE FRAME TO
CONCRETE COVER
HEAVY DUTY CAST IRON FRAME
AND COVER MARKED STORM
LIFT CHAIN OR CABLE
PUMP ON
MIN. 6" OF 3/4" CRUSHED STONE
4' (WITH INSULATION)
3" SCH 80 PVC
PRECAST CONCRETE BLOCKS
OR STAND TO SUPPORT PUMP
AND PROVIDE A MINIMUM 18"
SUMP FOR SEDIMENT
PUMP OFF(157 GALLON DOSE)
ALARM ON
GATE VALVE
30"
PROVIDE HOOK
FOR CHAIN
24"
HEAVY DUTY CAST IRON
FRAME AND GRATE
UNDISTURBED EARTH
FLOAT HANGER
NTS
PROVIDE 2" THICK RIGID
INSULATION OVER THE TOP
AND ALL SIDES OF THE TANK
TO A DEPTH OF 4 FEET
STORMWATER PUMP STATION
O-RING RUBBER GASKET IN
ACCORDANCE WITH ASTM
C-443 AND ASTM C-361 AT
ALL JOINTS OR BUTYL ROPE
(TYP.)
STORMWATER PUMP STATION SPECIFICATIONS
1.THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP(S), AND THE SPECIFIED
DOSE VOLUME.
2.THE PUMP STATION STRUCTURE SHALL BE A WATERTIGHT, STEEL-REINFORCED, 5,000 PSI, PRE-CAST CONCRETE STRUCTURE
DESIGNED BY H-20 LOADING.
3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALL
UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION OF THE STRUCTURE. THE COST OF
TEMPORARY SHEETING AND/OR DEWATERING SHALL BE INCIDENTAL TO THE COST OF THE PUMP STATION.
4.THE PUMP STATION SHALL BE CONSTRUCTED TO MINIMIZE THE RISK OF FREEZING OF EFFLUENT IN THE PIPES OR STRUCTURE.
THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCE MAIN TO DRAIN BACK INTO THE
STRUCTURE BETWEEN DOSES.
5.ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TO SCHEDULE 40 PVC
BEYOND THE EXTERIOR OF THE PUMP STATION.
6.ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT SEALS AROUND THE
PIPES.
7.BACKFILL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANK SHALL BE THOROUGHLY
COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR.
8.ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALS SHALL MEET U.L.
APPROVAL. CONDUIT SHALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THE ELECTRICAL SOURCE AND THE
CONTROL PANEL.
9.AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLUDED WITH THE PUMP STATION:
-ALARM, FLOATS, AND DUPLEX PUMP CONTROLS
-PUMP RUN TIME METER FOR EACH PUMP
-LIGHT AND AUDIBLE ALARMS
-MAIN DISCONNECT SWITCH
10.PUMP SPECIFICATIONS
HEAD LOSSES - BUILDINGS A1 & A2 HEAD LOSSES - BUILDINGS A3
3" PVC @ 75 GPM 3" PVC @ 75 GPM
150' OF FORCE MAIN = 2 FT 80' OF FORCE MAIN = 1 FT
STATIC LIFT =11 FT STATIC LIFT =12 FT
VALVES AND FITTINGS = 1 FT VALVES AND FITTINGS = 1 FT
TOTAL HEAD LOSS =14 FT TOTAL HEAD LOSS =14 FT
MIN. DISCHARGE RATE =75 GPM MIN. DISCHARGE RATE =75 GPM
USE TWO (2) DUAL ALTERNATING DEWATERING PUMPS, SINGLE PHASE, 208 VOLTS, CAPABLE OF PASSING 2" SPHERICAL SOLIDS,
MINIMUM CAPACITY: BUILDINGS A1 & A2 75 GPM @ 14 FT TDH
BUILDINGS A3 75 GPM @ 14 FT TDH
11.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP. THE CONTRACTOR SHALL PROVIDE A
WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION, INCLUDING ALL FLOAT FUNCTIONS, ALARMS,
AND INDICATOR LIGHTS. THE PUMPS SHALL BE FIELD-TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT
REQUIREMENTS.
6"6" THICK CONCRETE SLAB IN
ADDITION TO STANDARD PRECAST
STRUCTURE DIMENSIONS
NOTE:
FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECAST
STRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON 6"
THICK WALLS AND 8" THICK TOP AND BASE). IF THE ACTUAL
WEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER,
PRIOR TO FABRICATION.
2"
RIM = SEE PLAN
7"
PLAN VIEW
HEAVY DUTY CAST IRON
FRAME AND GRATE
TYPICAL HEAVY DUTY CAST
IRON FRAME AND COVER OR
APPROVED EQUAL
NEMA 4X (UL LISTED)
JUNCTION BOX
PVC CONDUIT(S) TO
CONTROL PANEL AND
POWER SOURCE (SIZE
AS REQUIRED)
ALARM LIGHT AND HORN TO BE WALL
MOUNTED IN PARKING GARAGE. ALARM TO BE
ON SEPARATE CIRCUIT BREAKER FROM PUMP.
6 FT X 6 FT SQUARE (INSIDE
DIMENSIONS) PRECAST REINFORCED
5000 PSI CONCRETE STRUCTURE
6'
6'RETAINING WALL2' MIN.
6" UD
6" UDUNDERDRAIN (SEE PLAN
FOR INVERT ELEVATION)
12" MIN.
STAKES TO BE
DRIVEN MIN. 12"
INTO GROUND
HARDWOOD STAKE
FILTER FABRIC
6"
FABRIC TO BE
KEYED 6" INTO
GROUND
6"
TOP VIEW OF JOINT
JOINING TWO ROLLS OF SILT FENCE
NOTES
1) SILT FENCE INSTALLED WITHIN 100 FEET OF A WETLAND, STREAM, OR RECEIVING WATER SHALL BE REINFORCED
WITH WOVEN WIRE FENCE (MIN. 14 GAUGE WIRE WITH 6" MAX. MESH SPACINGS)
2) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFER ZONE.
3) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SHALL INSTALL A CONTINUOUS
SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN.
4) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY, GRANULAR
BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN FROZEN NATIVE
MATERIAL.
5) THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND AT
OTHER LOCATIONS AS NEEDED.
TEMPORARY SILT FENCE
GROUND
36" MIN.
HARDWOOD STAKE
(MAX. 8' O.C.)
4-FT HIGH MIRAFI 100X FILTER
FABRIC OR EQUAL
SEE NOTE 1 FOR REINFORCING WHERE SILT FENCE IS
LOCATED WITHIN 100 FEET OF A WETLAND, STREAM, OR
RECEIVING WATER
3" SCH 40 PVC FM
2'
4" TOPSOIL AND SEED
TO
P
S
O
I
L
12" MIN.1
2
1
2 TO
P
S
O
I
L
3
18"
12"
1
TYPE I STONE PER VAOT
706.04 (MIN. 12" DEEP)
MIRAFI 500X FABRIC OR
EQUAL UNDER AND TO
SIDES OF STONE.
STONE SWALE / OUTFALL
6" UD
3" SCH 40 PVC FM
COCONUT FIBER INLET PROTECTION SILT SACK INLET PROTECTION
NOTES:
1.SILT SACKS SHALL BE INSTALLED IN CATCHBASINS ON STREETS OR DRIVES THAT ARE OPEN TO
PUBLIC TRAFFIC.
2.SILT SACKS SHALL REPLACE COCONUT FIBER INLET PROTECTION WHEN THE ADJACENT PAVED OR
GRAVEL SURFACE IS SUBJECT TO PLOWING / WINTER MAINTENANCE.
3.THE SILT SACK SHALL BE EMPTIED WHEN SEDIMENT DEPTH REACHES EXPANSION RESTRAINT
4.SILT SACK PRODUCT SHALL BE MANUFACTURED BY ACF ENVIRONMENTAL, DANDY PRODUCTS,
TERRAFIX GEOSYNTHETICS, OR APPROVED EQUAL.
NOTES:
1.FIBER INLET PROTECTION MANUFACTURERS SHALL BE BLOCKSOM, INDIAN
VALLEY INDUSTRIES, ROLANKA, OR APPROVED EQUAL.
2.COCONUT FIBER INLET PROTECTION SHALL NOT BE INSTALLED ON STREETS
OPEN TO PUBLIC TRAFFIC.
3.COCONUT FIBER INLET PROTECTION SHALL BE REPLACED WITH SILT SACKS
WHEN THE ADJACENT PAVED OR GRAVEL SURFACE IS SUBJECT TO PLOWING.
NOMINAL SILT SACK SIZE = 24" X 24"
FLOW
FILTER BAG
SLOPE 5% MAX.
8" MIN.
MULCH, LEAF/WOOD COMPOST,
WOODCHIPS, SAND, OR STRAW BALES
CONSTRUCTION SPECIFICATIONS
1.TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE.
2.PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES)
LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A
MINIMUM OF 12 INCHES FROM EDGES OF BAG.
3.CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE
MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE.
4.REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG
HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN
APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE
SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE.
5.USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO
ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM
A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE
FOLLOWING:
GRAB TENSILE 250 LB ASTM D-4632
PUNCTURE 150 LB ASTM D-4833
FLOW RATE 70 GAL/MIN/FT²ASTM D-4491
PERMITTIVITY (SEC-1)1.2 SEC-1 ASTM D-4491
UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355
APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751
SEAM STRENGTH 90%ASTM D-4632
6.REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP
CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.
ELEVATION
STRAP
PUMP DISCHARGE HOSE
PLAN VIEW
FILTER BAG
FLOW
STRAP
12 IN MIN.
FILTER BAG DETAIL
NTS
SEE PLAN VIEW FOR
UD PIPE ORIENTATION
UNDERDRAIN (SEE PLAN
FOR INVERT ELEVATION)
SOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN12DETAILS AND SPECIFICATIONSWATERWATER DISTRIBUTION SPECIFICATIONSALL WORK TO BE PERFORMED IN ACCORDANCE WITH THECHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FORTHE INSTALLATION OF WATER LINES AND APPURTENANCES(LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TOBACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS,APPURTENANCES AND WATER LINE CROSSINGS.BUILDING SLABBACKFLOW PREVENTIONDEVICESPRINKLER SYSTEM PIPINGSEAL SLAB PENETRATIONWITH WATERSTOPREDUCER(AS REQ'D)CL52 DUCTILE IRONFLANGE & SPIGOT PIECEMECHANICAL JOINT WITHGRIP RING RESTRAINT (TYP.)(2) 3/4" Ø THREADED RODPIPE RESTRAINTSTHRUST BLOCK(SEE DETAIL)MIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPELAST JOINT TO BE NOCLOSER THAN 5' TOFOUNDATION WALLCL52 DI PIPEFINISH GRADE6' BURY DEPTH OR
INSULATE PER TYPICAL
WATER TRENCH DETAILUNDER FOOTING / THROUGH SLABCL52 DI PIPE12"<10'BACKFLOW PREVENTION DEVICEDOMESTIC WATER LINEBUILDING SLABSHUT OFFMETER TO BE OBTAINED FROM MUNICIPALWATER DEPARTMENT. CONFIRM SIZE WITHFINAL MECHANICAL PLANSSEAL SLAB PENETRATIONWITH WATERSTOPMIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPEFINISH GRADE6' BURY DEPTH OR
INSULATE PER TYPICAL
WATER TRENCH DETAILDOMESTIC WATER SERVICE ENTRANCE DETAILNTS12"SEE MECHANICAL PLANS FOR INTERIORPLUMBING DESIGN, INCLUDING PIPE SUPPORTTYPE 'K' COPPERWATER SERVICE NOTES:1.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS ANDSPECIFICATIONS.2.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEMSHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSIONSYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONTPLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.SEAL SLAB PENETRATIONWITH WATERSTOPTYPE 'K' COPPERALTERNATE ENTRY OPTIONWITH SERVICE PIPING UNDERFOOTING AND THROUGH SLABBUILDING SLABSEAL SLAB PENETRATIONWITH WATERSTOPREDUCER (AS REQ'D)FINISH GRADE6' BURY DEPTH OR
INSULATE PER TYPICAL
WATER TRENCH DETAILWATER SERVICE ENTRANCE DETAILNTSWATER SERVICE NOTES:1.THE WATER SERVICE SHALL ENTER THROUGH THE FOUNDATION WALL UNLESS THE ELEVATION OF THE EXISTINGWATERMAIN IS SUCH THAT THE SERVICE CAN ENTER UNDER THE FOUNDATION FOOTING WITHOUT, OR WITHMINIMAL, VERTICAL BENDS.2.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS ANDSPECIFICATIONS.3.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEMSHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSIONSYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONTPLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.THROUGH FOUNDATION WALLBACKFLOWPREVENTION DEVICESPRINKLER SYSTEMPIPINGCL52 DUCTILE IRONFLANGE & SPIGOT PIECECL52 DI PIPE(2) 3/4" Ø THREADEDROD PIPE RESTRAINTSDI PIPE RESTAINING GLAND
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W310 312WTTTWWWSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN13DETAILS AND SPECIFICATIONSWATER & INSETSALL WORK TO BE PERFORMED IN ACCORDANCE WITH THECHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FORTHE INSTALLATION OF WATER LINES AND APPURTENANCES(LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TOBACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS,APPURTENANCES AND WATER LINE CROSSINGS.10010201" = 10 FEETBUILDING A26" X 4" TEE AND 4" GATE VALVENEW 4" CL52 DI DOMESTICWATER SERVICE6" CL52 DI WATER SERVICE(FIRE PROTECTION)BUILDING A2 - WATER SERVICE INSETNOTE: FOR THE WATER SYSTEM, NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.N E W C O N C R E T E S I D E W A L KEXISTING 6" CL52 DIWATER STUBBUILDING A16" CL52 DI WATER(FIRE PROTECTION)BUILDINGS A1 & A3 - WATER SERVICES INSETGARDEN STREETEXISTING 12" CL52 DI WATERNEW CONCRETE SIDEWALKNOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.12"X8" TAPPING SLEEVEAND VALVEEXIST. 8" SDR35 PVC SEWERCUT EXIST. SEWER BACK TOEDGE OF ROW AND INSTALLWATERTIGHT END CAPTO NEW HYDRANTSSEE SHEET 5FDCTAPPING SADDLE REQUIREMENTS (3/4” THROUGH 2”):1.BODIES SHALL BE DUCTILE IRON PER ASTM A536.2.BODIES SHALL HAVE A FUSION BONDED EPOXY OR APPROVED EQUAL FINISH.3.BODY THREADS SHALL BE COUNTERCLOSKWISE PER AWWA C800.4.BANDS ARE TO BE CONSTRUCTED OF GRADE 304 STAINLESS STEEL AND HAVE A MINIMUM WIDTH OF 2”.5.BOLTS AND NUTS ARE TO BE CONSTRUCTED OF GRADE 304 STAINLESS STEEL.6.TAPPING SADDLES SHALL BE USED ONLY FOR THE FOLLOWING: DUCTILE IRON AND CAST IRON PIPE FORTAPS 1 ½” OR 2” IN SIZE, AND ALL PVC AND AC PIPE. DIRECT TAPS SHALL BE USED FOR ¾” AND 1” TAPS ONDUCTILE IRON AND CAST IRON.7.A CONNECTION MADE TO A PIPE THAT REQUIRES A TAPPING SADDLE OR THAT IS NOT DUCTILE IRON WILLHAVE A BODY WITH A SUITABLE OUTLET, SEAL, AND SUITABLE MEANS FOR ATTACHMENT TO THE MAIN. THEBODY SHALL BE MADE TO CONFORM TO THE OUTSIDE CONFIGURATION OF THE MAIN. THE SERVICE SADDLESHALL BE DESIGNED TO PROVIDE A DRIP TIGHT CONNECTION. THE BODY SHALL BE TEFLON OR EPOXYCOATED WITH STAINLESS STEEL STRAP(S), BOLTS, NUTS, AND MECHANISM FOR ATTACHING TO THE PIPEBARREL.8.SERVICE SADDLES WITH A TWO INCH (2”) OUTLET SHALL NOT BE USED ON A TWO INCH (2”) MAIN.9.SERVICE SADDLES MUST MEET MANUFACTURERS’ GUIDELINES AND RECOMMENDATIONS FOR SPECIFICPIPE MATERIALS.EXIST. GAS SLEEVE8" CL52 DI WATERFDC2" TYPE 'K' COPPERDOMESTIC WATER2" CURBSTOP& CURB BOX8" X 6" TEE & 6" GATE VALVENEW GAS SERVICE8" X 4" TEE & 4" GATE VALVE8" X 8" TEE & 8" GATE VALVE4" CL52 DI8" CL52 DI8" CL52 DI WATER(FIRE PROTECTION)4" CL52 DI WATERDOMESTIC SERVICEBUILDING A3MARKET STREETFDC6" CL52 DI WATERNEW 6" GATE VALVEEXISTING GAS MAINAPPROXIMATE LOCATIONOF FIRE DEPT CONNECTIONE
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IEXISTING HYDRANT AND6" GATE VALVE TO BEREMOVED AND REPLACED155 MARKET STREET / HYDRANT & VALVE REPLACEMENT NOTES:·THE CONTRACTOR SHALL COORDINATE WITH THE SOUTH BURLINGTON WATER DEPARTMENT, THELANDOWNER, AND THE COMMERCIAL & RESIDENTIAL OCCUPANTS AT 155 MARKET STREET ON THETEMPORARY SHUTDOWN OF WATER SERVICE FOR THE REMOVAL AND REPLACEMENT OF THE HYDRANTAND ISOLATION VALVE.·THROUGHOUT ALL CONSTRUCTION ACTIVITES, ACCESS SHALL BE MAINTAINED TO 155 MARKET STREET.·PRIOR TO THE SCHEDULED SHUTDOWN, THE CONTRACTOR, IN COORDINATION WITH THE WATERDEPARTMENT, SHALL PERFORM EXPLORATORY EXCAVATION AS NEEDED TO CONFIRM THE OPERATIONOF VALVES FOR THE TEMPORARY SHUT DOWN OF THE SERVICE LINES TO 155 MARKET STREET.·THE CONTRACTOR SHALL FOLLOW THE CHAMPLAIN WATER DISTRICT 'WATER MAIN TIE-IN AND REPAIRSOP' FOR A TYPE 2 REPAIR DURING EXECUTION OF THE HYDRANT AND VALVE REPLACEMENT.EXIST. 6" DIEXISTING PAVED SIDEWALKAPPROXIMATE LOCATION OFEXISTING WATER SERVICELINES (#155 MARKET ST)APPROXIMATE LOCATION OF EXIST. SEWER SERVICEEXISTINGPAVEDDRIVE
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CELEC ELECSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN14PAVEMENT MARKINGAND SIGN PLANGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.#155 MARKET STREETLOT BBUILDING B2LOT BBUILDING B1#112 GARDEN STREET30" X 30"SIGN R1-1STOPGENERAL NOTES:1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET OR FUTURE PUBLIC STREETRIGHT OF WAY SHALL BE DURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708)2.TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT.3.ALL SIGNS SHALL BE INSTALLED ON 2" SQUARE STEEL POSTS WITH ANCHORS.4.ALL SIGNS SHALL BE INSTALLED WITH MINIMUM 7 FEET CLEARANCE BETWEEN THEBOTTOM OF THE SIGN AND FINISH GRADE.5.EXCEPT WHERE SHOWN OTHERWISE ON THIS SHEET, WHERE EXISTING PAVEMENTMARKINGS CONFLICT, THEY SHALL BE REMOVED BY GRINDING IN ACCORDANCE WITH VTRANSSPECIFICATION 646.12SIGN LEGENDASTOP SIGN - STREETSTOP SIGN - STREETPAVEMENT MARKING LEGENDJRESERVED PARKING SYMBOL, WHITE PAINT4" WHITE LINE, PAINT24" WIDE STOP BAR, DURABLE POLYUREAKLMCROSSWALK, DURABLE POLYUREA (24" WIDE, BLOCK STYLE)ABR7-8 (MODIFIED) SIGN (FACING EACH SPACE, SINGLE SIGN POST)SEE DETAIL SHEET 9CR7-8 (MODIFIED) SIGN WITH R7-8A (FACING EACH SPACE, SINGLE POST)SEE DETAIL SHEET 9D'NO PARKING' R8-3 SIGN18" X 18"SIGN R8-3NO PARKING SIGNDPNCROSSWALK, PAINTED (24" WIDE, BLOCK STYLE)BCCBBCAADNNNNMLKKJJJKKJKKJJJLLJJDSPEEDTABLESPEED TABLE SIGNEE'SPEED TABLE' SIGN30" X 30"EEEEO12" WIDE WHITE PAINT (SPEED TABLE SYMBOL)OOOOA05-19-23ADD STOP & SPEED SIGN AT FUT. ST., RELOC. XWALK ON MARKETABRFSPEED LIMIT SIGNSPEED LIMIT SIGNF25SPEEDLIMIT24" x 30"SIGN R2-1H4" WIDE WHITE STRIPE(TYPICAL)18'8' MIN.5' MIN. / 8' MIN. FOR VANACCESSIBLE SPACE (SEEPLAN)NOTE:EACH ACCESSIBLE SPACE SHALL BE SO DESIGNATED WITH THE MODIFIED R7-8SIGN SHOWN. VAN ACCESSIBLE SPACES SHALL HAVE THE ADDITIONAL R7-8ASIGN MOUNTED BENEATH, DESIGNATING "VAN ACCESSIBLE". THE LOWEST SIGNON THE POST SHALL BE MOUNTED A MINIMUM OF 5 FEET ABOVE GRADE TOTHE BOTTOM OF THE SIGN.ACCESSIBLEVANPARKINGRESERVED2" SQUARE STEEL POSTAND ANCHORMODIFIED R7-8 SIGNR7-8A SIGNACCESSIBLE PARKING SPACE DETAILNTSWHITESYMBOL4'60°FINISH GRADE5' MIN.MREMOVE EXISTINGCROSSWALK MARKINGSBY GRINDINGGREMOVE AND REINSTALL SCHOOLCROSSING ASSEMBLY (S1-1 & W16-7P)GGSCHOOL CROSSING ASSEMBLYGREMOVE AND REINSTALL SCHOOL CROSSINGASSEMBLY AT RELOCATED CROSSWALKS1-1W16-7PJNO THRU TRAFFICHNOTHRU24" x 30"SIGN R10-9TRAFFICHNO THRU TRAFFIC SIGNF06-15-23ADJUST SPEED LIMIT SIGN LOCATION, ADD NO THRU TRAFFICABR
Typical Section - Bioretention with Infiltration
N.T.S.Source: VHB LD_160
1/16
Infiltration System IC-1
N.T.S.Source: VHB LD_
11/16
INFILTRATION SYSTEM IC-1 ACCEPTABLE FILL MATERIALS
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D FINAL FILL:
FILL MATERIAL FOR LAYER 'D' STARTS FROM
THE TOP OF THE 'C' LAYER TO THE BOTTOM
OF FLEXIBLE PAVEMENT OR UNPAVED
FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE
'D' LAYER
ANY SOIL/ROCK MATERIALS, NATIVE
SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT
SUBGRADE REQUIREMENTS.
N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT
MATERIAL AND PREPARATION REQUIREMENTS.
C
INITIAL FILL:
FILL MATERIAL FOR LAYER 'C' STARTS FROM
THE TOP OF THE EMBEDMENT STONE ('B'
LAYER) TO 18" ABOVE THE TOP OF THE
CHAMBER. NOTE THAT PAVEMENT SUBBASE
MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED
SOIL/AGGREGATE MIXTURES, <35%
FINES OR PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE
MATERIALS CAN BE USED IN LIEU OF
THIS LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
- OR -
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
9, 10
BEGIN COMPACTION AFTER 12" OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT
ADDITIONAL LAYERS IN 6" MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED
MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs
(89 kN).
B
EMBEDMENT STONE:
FILL SURROUNDING THE CHAMBERS FROM
THE FOUNDATION STONE ('A' LAYER) TO
THE 'C' LAYER ABOVE.
CLEAN, CRUSHED, ANGULAR STONE,
NOMINAL SIZE DISTRIBUTION
BETWEEN 3/4-2 INCH
AASHTO M43¹
3, 4
NO COMPACTION REQUIRED.
A
FOUNDATION STONE:
FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF
THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE,
NOMINAL SIZE DISTRIBUTION
BETWEEN 3/4-2 INCH
AASHTO M43¹
3, 4
3/$7(&203$&72552//72$&+,(9($)/$7685)$&(
2' MIN 8' MAX
6" MIN
12" TYP
34"
6" MIN
16"
36" (MIN. SEPARATION)
308.0'
311.0'
311.5'
STORMTECH SC-310 CHAMBER (TYP)
PAVEMENT LAYER (TO BE DESIGNED
BY SITE DESIGN ENGINEER)
ADS GEOSYNTHETICS 601T NON
WOVEN GEOTEXTILE (OR
APPROVED EQUAL) WRAPPED
AROUND CLEAN, CRUSHED
ANGULAR STONE IN LAYERS A & B
SC-310 END CAP
APPROVED ONSITE NATIVE SAND
OR ASTM 33 CONCRETE SAND
COMPACTED IN 12" LIFTS
SEASONAL HIGH
GROUNDWATER TABLE
EXISTING NATIVE SUBGRADE
1
3
NOTES:
1.BIORETENTION SOIL MIX SHALL BE "BUCKET TAMPED" ONLY. DO NOT OVER COMPACT.
2.REFER TO PLANTING PLANS FOR PLANTING DETAILS, VARIETIES, AND LOCATIONS.
3.REFER TO THE BIORETENTION SOIL MIXTURE SPECIFICATION - THIS SHEET.
4.PRIOR TO ANY RUNOFF BEING DIRECTED INTO THE BIORETENTION AREA THE ENTIRE CONTRIBUTING
DRAINAGE AREA SHALL BE STABILIZED, A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE
ESTABLISHED OVER THE CONTRIBUTING PERVIOUS DRAINAGE AREAS, AND IMPERVIOUS AREA
CONSTRUCTION SHALL BE COMPLETED.24" MIN.3 INCHES WOOD MULCH
MAINTAIN 6" CURB
REVEAL AROUND
BIORETENTION AREA
GRANULAR BACKFILL PER
PROJECT SPECIFICATIONS
18" CONCRETE SAND
(ASTM 33)
NATIVE SOIL TOPSOIL
REMOVED
CONCRETE SAND (ASTM 33) OR
APPROVED CLEAN NATIVE
SANDY SOIL
SEASONAL HIGH
GROUNDWATER TABLE
Bioretention Soil Mixture Specification:
1.DESCRIPTION.
1.1.THIS WORK SHALL CONSIST OF FURNISHING AND INSTALLING SOIL MIXTURE IN THE
BIORETENTION BASIN WHERE INDICATED ON THE CONSTRUCTION DOCUMENTS. WORK
SHALL BE CONSISTENT WITH VTRANS STANDARD SPECIFICATIONS SECTION 651, WITH
THE ADDITIONS AND MODIFICATIONS BELOW.
2.MATERIALS.
2.1.BIORETENTION SOIL SHALL CONSIST OF LOOSE, FRIABLE SOIL, FREE OF ICE, SNOW, AND
RUBBISH WITH NO ADMIXTURE OF REFUSE OR MATERIAL TOXIC TO PLANT GROWTH.
2.2.THE FINAL BIORETENTION SOIL MIXTURE SHALL MEET THE FOLLOWING PARAMETERS:
PH 5.5 - 7.5
MOISTURE CONTENT 25% - 55%
PHOSPHORUS INDEX 4-14 PPM
2.3.PHOSPHORUS INDEX SHALL BE DETERMINED BY MEHLICH -3 TESTING METHOD OR
APPROVED EQUIVALENT.
2.4.THE BIORETENTION SOIL MIXTURE SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS,
ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN ONE (1) INCH IN DIAMETER
EXCLUDING MULCH.
2.5.NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE
BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A
HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.
2.6.THE BIORETENTION SOIL MIXTURE SHALL BE FREE OF ALL INVASIVE SPECIES, INCLUDING
KNOTWEED, PHRAGMITES, PURPLE LOOSESTRIFE, BERMUDA GRASS, QUACKGRASS,
JOHNSON GRASS, MUGWORT, NUTSEDGE, POISON IVY, CANADIAN THISTLE, TEATHUMB,
OR OTHER NOXIOUS WEEDS.
2.7.THE BIORETENTION SOIL SHALL MEET THE FOLLOWING REQUIREMENTS BY PERCENT OF
TOTAL WEIGHT:
SAND 85-88
SILT (0.002 - 0.05 MM)8-12
CLAY (LESS THAN 0.002 MM)0-2
COMPOST 3-5
2.8.SAND - THE SAND SHALL CONSIST OF CLEAN, INERT, HARD, DURABLE GRAINS OF
QUARTZ OR OTHER HARD, DURABLE ROCK, FREE FROM LOAM OR CLAY, SURFACE
COATINGS AND DELETERIOUS MATERIALS AND MEETING THE GRADATION
REQUIREMENTS OF VTRANS SPECIFICATIONS, TABLE 704.01A.
2.9.COMPOST - THE COMPOST SHALL BE DERIVED FROM ORGANIC WASTES SUCH AS LEAF
AND YARD WASTE RESIDUES. NO BIO-SOLIDS OR COMPOST DERIVED FROM FOOD
WASTES MAY BE USED. COMPOST SHALL BE A HIGHLY ORGANIC DARK BROWN TO BLACK
SPONGY RESIDUE RESULTING FROM THE WELL-AERATED COMPOSTING OF DECIDUOUS
ORGANIC MATERIALS, FREE OF PLANTS AND THEIR ROOTS, DEBRIS, STONES, OR OTHER
OBJECTS LARGER THAN 1-INCH IN ANY DIMENSION. IT SHOULD BE FREE OF OTHER
EXTRANEOUS MATTER AND SHALL BE UNCONTAMINATED BY FOREIGN MATTER,
SUBSTANCES HARMFUL TO PLANT GROWTH, AND FREE OF PETROLEUM
HYDROCARBONS. THE COMPOST SHALL HAVE THE FOLLOWING PROPERTIES:
PH 5.5 - 8.0
MOISTURE CONTENT 35% - 55%
SOLUBLE SALTS 4.0 MMHOS (DS)
C:N RATIO 15 - 30:1
PARTICLE SIZE µ
ORGANIC MATTER CONTENT > 25%
BULK DENSITY < 1,300 LBS / CUBIC YARD
FOREIGN MATTER < 1% (DRY WEIGHT)
3.SUBMITTALS.
3.1.BIORETENTION SOIL TEST REPORTS
3.1.1.PRIOR TO ORDERING BIORETENTION SOIL MIXTURE MATERIALS, SUBMIT SOIL TEST
REPORTS FOR TWO SEPARATE SAMPLES TO THE RESIDENT ENGINEER FOR REVIEW
AND APPROVAL. DO NOT ORDER MATERIALS UNTIL APPROVAL HAS BEEN OBTAINED.
DELIVERED MATERIALS SHALL BE FROM THE SAME SOURCE AS THE TESTED MATERIAL
AND VERIFIED AS SUCH.
3.1.2.THE CONTRACTOR SHALL EMPLOY A CERTIFIED TESTING LABORATORY TO TEST THE
MATERIAL, AND SHALL SUBMIT BIORETENTION SOIL MIXTURE TEST RESULT REPORTS
FOR REPRESENTATIVE SAMPLES TO THE REPRESENTATIVE. REPORTS SHALL INCLUDE:
3.1.3.LOCATION OF SAMPLE SOURCE, DATE OF SAMPLE.
3.1.4.TESTS FOR PHOSPHORUS, POTASSIUM, SOLUBLE SALTS, SOIL PH, MOISTURE
CONTENT, ORGANIC MATTER CONTENT, AND SOIL TEXTURE ANALYSIS IN
ACCORDANCE WITH THE CURRENT STANDARDS OF THE ASSOCIATION OF OFFICIAL
AGRICULTURE CHEMISTS.
3.1.5.TEST SHALL INCLUDE A SOIL PARTICLE GRADATION ANALYSIS AND CLASSIFICATION
OF SOIL.24" MIN.NOTE:
1.THE CONTRIBUTING DRAINAGE AREA TO EACH SYSTEM SHALL RECEIVE FINAL STABILIZATION PRIOR TO ACCEPTING RUNOFF.
2.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR, WASHED STONE.
3.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (MAX) LIFTS FOR SC-310 USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
4.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL
LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
5.FOR ALL MATERIALS, THE CONTRACTOR SHALL SUBMIT A PARTICLE SIZE DISTRIBUTION REPORT TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
6."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.
7.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
8.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE
DESIGN ENGINEER'S DISCRETION.
SYSTEM LAYOUT
(56) STORMTECH SC-310 CHAMBERS
(8) STORMTECH SC-310 END CAPS
REFER TO TYPICAL CROSS SECTIONS
BASE OF STONE = 311.0'
BASE OF CHAMBERS = 311.5'
INV. AT CHAMBERS = 311.7'
MIN FG = 319.0'
PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK
WOVEN GEOTEXTILE OVER BEDDING STONE AND
UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION
AT ALL CHAMBER INLET AND OUTLET ROWS (TYP)
12"X15"
MANIFOLD
PROPOSED STORM MANHOLE
INV. (IN) = 312.0'
INV. (OUT) = 311.9'
PROPOSED STORM MANHOLE
INV. (IN) = 311.9'
INV. (CHAMBER) = 311.9'
INV. (OUT) = 313.0'
15" PIPE OUT
INSPECTION PORT (TYP)
LIMIT OF STONE BASE
of
Project Number
Sheet
Drawing Number
Drawing Title
Issued for
Checked byDesigned by
Appvd.DateRevisionNo.vhb.comDate
South Burlington
City Center
South Burlington, Vermont
DEC Application
Submittal
Not Approved for Construction
Dec. 12, 2017
13
57943.00
40 IDX Dr
Building 100 Suite 200
South Burlington, VT 05403
802.497.6100
TAS PBS
Stormwater Details
D2
11
Rev. bio-ret soil note 12-05-22
BIORETENTION SOIL MIXTURE
SEE SPECIFICATIONS THIS SHEET
CATAMOUNT RUNPHASE 1, LLC. N/FMARKET STREET80'LOT B1GARDEN STREET64'POON TRUST, LLC. N/FVOL. 780, PG. 728(155 MARKET STREET)DORSET SQUARE ASSOCIATES N/FVOL. 194, PG. 77VOL. 194, PG. 80VOL. 194, PG. 82VOL. 194, PG. 90VOL. 266, PG. 1203N-SB, LLCN/FVOL. 1366, PG. 92430.49'2
4
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.
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'181.29'S77°43'40"W259.46'S07°51'14"E357.56'S82°52'27"WCMSIPFIPFCMF29.97'S08°01'07"ECMSCMSCMSCMSCMSCMSEXISTINGLOT M1PROPOSEDLOT N13.71 ACREIPSN5
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SOUTH BURLINGTON CITYCENTER, LLC. N/FVOL. 853, PG. 222SOUTH BURLINGTON CITYCENTER, LLC. N/FUNION PLACEAPARTMENTS, LLCN/FPROSPECT PLACEAPARTMENTS, LLC. N/F3N-SB, LLCN/FVOL. 1366, PG. 96S
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'N46°25'48"WR=200.00'L=136.92'R=364.00'L=179.89'S52°41'37"W28.71'R=176.00'L=91.00'2.65'S81°53'47"ER=200.00'L=89.00'R=200.00'L=81.08'APROPOSEDLOT N30.36 ACREFUTURE STREETRIGHT OF WAYB20'15'BB20'CCR=364.00'L=11.85'N27°33'22"W14.57'N5°47'20"W110.82'R=49.00'L=89.37'PROPOSEDLOT N21.79 ACRER=75.00'L=54.60'R=350.00'L=215.83'N35°26'29"W20.00'CMSRICK MARCOTTECENTRAL SCHOOLLOCATION PLANIRON PIPE FOUNDIRON PIPE SETCONCRETE MONUMENT FOUNDNOW OR FORMERLYREVISIONS1. THE PURPOSE OF THIS PLAN IS TO SUBDIVIDE LOT N, CREATING A DEVELOPMENT LOT, A FUTURE STREET ROW,AND A LOT FOR THE STORMWATER POND.2. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH INCLUDING THE USE OF THEFOLLOWING PLATS:A."CORPORATE CIRCLE, SOUTH BURLINGTON, VERMONT, SOUTH BURLINGTON REALTY CORP., PROPERTY PLAT."BY WEBSTER-MARTIN, INC., DATED SEPT. 1981, LAST REVISED 5-27-92, AS RECORDED IN SLIDE 248 OF THE CITYOF SOUTH BURLINGTON LAND RECORDS.B. "ALTA/ACSM LAND TITLE SURVEY, CENTURY PARTNERS, 100 DORSET STREET, SOUTH BURLINGTON, VERMONT."BY TRUDELL CONSULTING ENGINEERS, DATED DECEMBER 9, 1997, LAST REVISED 11/26/07, AS RECORDED INSLIDE 509 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.C."SOUTH BURLINGTON SCHOOL DISTRICT, SOUTH BURLINGTON CENTRAL SCHOOL, 10 MARKET STREET, SOUTHBURLINGTON, VERMONT. " BY CIVIL ENGINEERING ASSOCIATES, INC., DATED MAY 19, 2004, LAST REVISED12-17-04 AS RECORDED IN SLIDE 447 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.D."SUBDIVISION ASND BOUNDARY LINE ADJUSTMENT PLAT, LANDS OF SOUTH BURLINGTON CITY CENTER, LLC",SHEET PL-1, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. DATED 10-14-16, LAST REVISED04-04-18 AS RECORDED IN SLIDE 625.1 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.E."SUBDIVISION ASND BOUNDARY LINE ADJUSTMENT PLAT, LANDS OF SOUTH BURLINGTON CITY CENTER, LLC",SHEET PL-2, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. DATED 01-25-18, LAST REVISED06-11-18 AS RECORDED IN SLIDE 625.2 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.F."5 LOT SUBDIVISION SOUTH BURLINGTON CITY CENTER, INC., MARKET STREET SOUTH BURLINGTON, VT"SHEETS P1 & P2, BY CIVIL ENGINEERING ASSOCIATES, INC. DATED 06-01-18 AS RECORDED IN SLIDE 626.1 & 626.2OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.G."SUBDIVISION PLAT", SHEET PL-1 BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. DATED 07-15-19,LAST REVISED 10-19-21, AS RECORDED IN SLIDE 646.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS RECORDED IN OCTOBER, 2016.3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR RIGHTS-OF-WAY.4. THE RIGHT-OF-WAY WIDTH FOR MARKET STREET OF 80 FEET IS BASED ON A DEED RECORDED IN VOL. 687, PAGE143.LOT NSUBDIVISIONSKETCH PLANSOUTH BURLINGTONCITY CENTER, LLCLANDS OFMARKET ST. & GARDEN ST. SOUTH BURLINGTON, VTABRKBsht. no.scaledateG
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checkeddrawndescriptiondatebySK1AS NOTEDGRID PROJECTSITEWESNNTS N/F LEGEND ABUTTING PROPERTY LINEAPPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCC/O SOUTH BURLINGTON REALTY CO.P.O. BOX 2204SOUTH BURLINGTON, VT 05407DEED REFERENCE: VOL. 853, PAGE 222PARCEL AREA: 5.86 ACRESTAX MAP PARCEL: 0450-00000.LIPFIPSNOTES:CMFCONCRETE MONUMENT TO BE SETCMSCALCULATED POINT NO MARKER FOUND OR SETDORSET STREETIBY STREETSAN REMO DRBARRETT STWILLISTON ROAD600WHITE STHINESBURG ROADMARKET ST60120240 SCHEDULE OF EASEMENTS 1" = 60 FEETSIDELINE OF EASEMENT03-27-23PROJECT BOUNDARYBAEXISTING RIGHT OF WAY TO BENEFIT PARCEL AT 155 MARKET ST TO OBTAIN ACCESS TO THEPREMISES FROM THE CURBCUT ON MARKET ST (FORMERLY CORPORATE DR)THE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMGARDEN STREET HOUSINGLIMITED PARTNERSHIPN/FCITY OF SOUTHBURLINGTONN/FVOL. 1493, PG. 117(180 MARKET ST)PROPOSED PROPERTY LINEPROPOSED STORMWATER EASEMENT TO THE CITY OF SOUTH BURLINGTONCPROPOSED 20' WIDE PEDESTRIAN EASEMENT TO THE CITY OF SOUTH BURLINGTONCITY OF SOUTHBURLINGTONN/F
302.5302.5
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311312MARKET STLOT M410' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKEX. SIDEWALKEXISTING BOXSEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARKGARDEN STREETLOT M5110.2'
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CELEC ELECSOUTH BURLINGTON CITY CENTERCATAMOUNT RUN - PH.IIMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing03-17-23KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWNSTORM POND 1STLOT N (BLOCK A)STORMWATER EXHIBITGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.#155 MARKET STREETMIXED USE BUILDINGLOT BBUILDING B2LOT BBUILDING B1#112 GARDEN STREET#303 MARKETSTREETBIO-RETENTION AREAOVERFLOWS TO STORM PONDTO GW#5
TO INFILTRATIONSYSTEM (OVERFLOWTO GW#1)FROM CITY HALL / SCHOOLDRIVEWAY & BLOCK B (TOSTORM POND)FROM OFFSITETO STORM PONDTO GW#5
PORTION BUILDING A1ROOFTOP TO GW#5PORTION BUILDING A1 ROOFTOPTO INFILTRATION SYSTEMBUILDING A1 ROOFTOPTO BIORETENTION AREARAMP TOBIORETENTION AREA(VIA PUMP STATION)LOT N DRAINAGE AREATO STORM PONDPRETREATMENT UNITFOR OFFSITE RUNOFFPRETREATMENT UNITFOR SITE DEVELOPMENTRUNOFF03-17-23MAINTENANCE PLANGENERALINSPECT SYSTEM ANNUALLY IN ACCORDANCE WITH DEC PERMIT REQUIREMENTS. SUBMITCOMPLETED ANNUAL INSPECTION FORM TO DEC STORMWATER MANAGEMENT PROGRAM BYJULY 15TH OF EACH YEAR.BIORETENTION-INSPECT SEASONALLY TO ENSURE THAT VEGETATION IS WELL ESTABLISHED AND REMOVEWEEDS AND INVASIVE SPECIES. ENSURE THAT NO VEGETATION IS RESTRICTING ORCONCENTRATING THE FLOW PATH THROUGH THE SYSTEM.-ANNUALLY INSPECT DEEP SUMP CATCHBASIN (PRETREATMENT) FOR ACCUMULATION OFSEDIMENT. REMOVE SEDIMENT FROM SUMP IF DEPTH IS GREATER THAN 12 INCHES.-IF STANDING WATER REMAINS FOR GREATER THAN 72 HOURS AFTER A PERIOD OF HEAVYRAINFALL INSPECT RISERS AND CLEANOUTS FOR BLOCKAGES, AND REMOVE ANYBLOCKAGE DISCOVERED.-ANNUALLY INSPECT INLETS, OUTLETS, AND SURFACE AREA TO ENSURE THAT NOVEGETATION IS RESTRICTING OR CONCENTRATING THE FLOW PATH THROUGH THESYSTEM.-DURING WINTER MONTHS SNOW SHALL NOT BE PUSHED INTO THE BIORETENTION SYSTEM.GRAVEL WETLAND-INSPECT SEASONALLY TO ENSURE THAT VEGETATION IS WELL ESTABLISHED AND REMOVEWEEDS, INVASIVE SPECIES, DECAYING VEGETATION, LITTER AND DEBRY. ENSURE THAT NOVEGETATION IS RESTRICTING OR CONCENTRATING THE FLOW PATH THROUGH THESYSTEM.-IF STANDING WATER REMAINS FOR GREATER THAN 72 HOURS AFTER A PERIOD OF HEAVYRAINFALL INSPECT RISERS AND CLEANOUTS FOR BLOCKAGES, AND REMOVE ANYBLOCKAGE DISCOVERED.-DURING WINTER MONTHS SNOW SHALL NOT BE PUSHED INTO THE BIORETENTION SYSTEM.WET POND-ANNUALLY INSPECT INLETS AND OUTLET FOR VEGETATION THAT IS RESTRICTING ORCONCENTRATING FLOW PATH THROUGH THE SYSTEM. REMOVE ANY VEGETATIONOBSTRUCTING FLOW.CATCHBASINS/MANHOLES /SWIRL SEPARATORS-INSPECT ANNUALLY. REMOVE SEDIMENT WHEN SEDIMENT ACCUMULATION REACHES 50%OF STORAGE CAPACITY OF THE SUMP.-ANNUALLY INSPECT FRAME, GRATE, AND RISERS FOR DETERIORATION.05-19-23REVISE MAINT NOTES RE: BIORETENTION PRETREATMENTABRDEEP SUMP CATCHBASIN(PRETREATMENT FORBIORETENTION AREA)