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HomeMy WebLinkAboutZP-22-437 - 0000 Garden Street 11/14/2022ZP-22-437 10/25/2022 962.00 FBC T-4 & T-5 construction of temporary building and construction staging area MS-22-04 10/21/2022 X 11/14/2022 11/30/2022 11/13/2023 (Acting) SN O W ST O R A G E WWEWGG G SSS WSE SS SSS SSSS WWWWWWWWWWWWSSSSSWWWDSSSSSSSSDDDETETETETETETETETLLGGGLLLLLLLLLL LLLLLLLL GGGGGGGGGGGGGGGGGGGGGGT TETTTTETE WWS GUEWWWWWWWWWS 310 309 309310311311312311310310305 SSSSS31231231431531431231 1 311313312311 310U E UTUEU T UEGGUTWW 31131130 8 308 30730931031031031131231231231 2 31131 2312 3 0 6 S SSSS WGGGGG298308 308305305308305300 300300305 308298299305310 31 0 31031 0 309311310308309307309312314314305305308310309 SOUTH BURLINGTONCITY CENTER, LLC. N/FVOL. 853, PG. 222MARKET STLOT B1214.78'POON TRUST, LLC. N/FVOL. 780, PG. 728LOT M4STORM POND 1GRAVELLOT M2PROPOSEDBUILDINGPHASE 2LOT LELEC6' WIDE CONCRETE SIDEWALK6' WIDE CONCRETE SIDEWALKCONCRETE SIDEWALK SEE SEPARATE PLANS FOR GARDENSTREET DESIGN INFORMATION47.1'GARDEN STREETLOT M5LOT M654.2'NEW CONCRETE SIDEWALKFU TUR E S ID EWA L K F U TUR E P A T H EXISTING PAVED PATHFUTURE SIDEWALKFUTURE PAVED PATHPARKING TO BECONSTRUCTEDON LOT M3FUTURE SIDEWALKELECELECLOT NPAVED DRIVEWAY GRAVEL ACCESS DRIVETYPICAL APPROXIMATE EXISTING TREELINE (TREE CLEARING PREVIOUSLYAPPROVED BY PERMIT ZP-XX-XXX)FUTURE SIDEWALKFUTURE PAVED PATHEXISTING GRAVELUNDER CONSTRUCTIONCLASS 2 WETLANDUNDER CONSTRUCTIONUNDER CONSTRUCTIONEXISTING PAVEMENTEXISTING PAVEMENTEXISTING PAVEMENTEXISTING SIDEWALKEXISTING SIDEWALK60 ' R .313.75++311.3+311.45308.50 ++ 313.25LOT M1FUTURE BUILDING40' X 80' TEMPORARY STRUCTURE+ 307.50+ 313.00+ 313.00313.00 +313.00 +312313312311310309308312311310310310312312311+ 312.25 308 12" PE X 134 LF12" PE CULVERTIN = 307.0OUT = 306.03073053133123128" PVC X 60 LFIN = 310.5OUT = 303.08" SDR35 PVC 40' R.6' HIGH CHAIN LINK FENCE303308 TYPE I STONE LINED FOREBAY(4' SUMP BELOW OUTLET PIPE)TYPE I STONE LINED FOREBAY(3.5' SUMP BELOW OUTLET PIPE)BERM TO DIVERT RUNOFFAWAY FROM EXISTING PONDGATE S N O W S T O R A G ES N O W S T O R A G ES N O W S T O R A G EGATEGATE FOR SNOWSTORAGE ANDSECONDARY ACCESSTYP. STONE SWALE ATTEMPORARY PIPE OUTLETGRAVEL ACCESSDRIVESOUTH BURLINGTON CITY CENTERLOT NMARKET ST. & GARDEN ST. SOUTH BURLINGTON1TEMPORARY STRUCTURE & STAGING AREA1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT GENERAL NOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE LAYOUT OF THEPROPOSED TEMPORARY STRUCTURE AND STAGING AREA.2.FOR BOUNDARY INFORMATION, SEE 'SOUTH BURLINGTON CITYCENTER, LLC SUBDIVISION PLAT' BY LAMOUREUX & DICKINSONCONSULTING ENGINEERS, INC., LAST REVISED 10-29-21, AS RECORDED INSLIDE 646.3 OF THE CITY LAND RECORDS.155 MARKET ST.GRAPHIC SCALE400204080160(IN FEET)1" = 40 ft.DO NOT DISTURB EXISTINGVEGETATED POND SIDESLOPESDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing09-13-22CSABRCOMPOSITETHE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWNSITE & GRADING PLANLEGENDPROJECT BOUNDARYEXISTING TREE LINEEXISTING CONTOUR311EXISTING STORM MH & PIPEEXISTING SMH & PIPEEXISTING HYDRANT & WATER PIPESSWEXISTING GAS MAINGEDGE OF WETLAND BUFFEREDGE OF WETLANDPROPOSED CONTOURPROPOSED FENCEPROPOSED STORM PIPE311PROPOSED GRAVEL SURFACEGRADE OF PAVEMENTSLOPE TO MATCH FINISHSEE SITE PLAN FOR GRADING12"MIRAFI 500X GEOTEXTILEFABRIC OR EQUALDENSE GRADED CRUSHEDSTONE (VTRANS SPEC 704.06)SELECT NATIVE SANDGRAVEL SURFACE AREA CROSS SECTIONNTSWHERE FILL IS REQUIRED, SELECT NATIVE SAND ORAPPROVED SAND FILL SHALL BE USED TO REACH THESUBGRADE ELEVATION. ALTERNATE MATERIAL SHALLBE APPROVED PRIOR TO USE.4" LOAMY TOPSOIL31OR EQUAL UNDER ANDTO SIDES OF STONE.MIRAFI 500X FABRICSPEC. 703.05 OR TYPE INTSUNDISTURBEDGROUNDSEE PLANSTONE PER VAOT 706.04 PROVIDE 4" OF TOPSOIL ANDDO NOT DISTURB EXISTING VEGETATION BEYOND DESIGNATED LIMITS OF DISTURBANCETOPSOIL12"SLOPE VARIESSEE PLAN1212ESTABLISH DENSE GRASSORIGINALROCK BORROW PER VAOTTOPSOIL218"12"1(MIN. 12" DEEP, SEE PLAN)TYPICAL STONE SWALE & FOREBAY DETAILSITE ACCESS & FENCE NOTES:1.PRIVACY SCREEN MESH SHALL BE ATTACHED TO THE 6' HIGH CHAINLINK FENCE AROUND THE PERIMETER OF THE NEW GRAVEL SURFACE.2.THE PRIMARY SITE ACCESS SHALL BE OFF GARDEN STREET. ASECONDARY SITE ACCESS IS PROPOSED OFF MARKET STREET, VIA THEEXISTING SHARED DRIVE TO THE PARCEL AT #155 MARKET STREET. THESECONDARY SITE ACCESS IS TO BE USEDA)WHEN THE GARDEN STREET ACCESS IS TEMPORARILYUNAVAILABLE, ORB)THE DELIVERY OF COMPLETED PRODUCT TO THE FUTURE SITE OFBUILDING B (ADJACENT TO CITY HALL).