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HomeMy WebLinkAboutSD-24-09 - Plans - Non-Record - 0040 Kimball AvenueX334.5332.5X329.0XX332.0X332.5X330.5X332.1329.8X330.1x 330.0X X330.5X330.4X330.4X334.3X330.0 329.7X X330.1X330.1330.3XX330.3330.9X X328.6 X327.6X328.2 332.5X332.3X331.3X X327.6 X332.2331.6X 331.5X331.5X 38,42 2 S F(0.88 AC.)19,5 4 8 S F ( 0 . 4 5AC.) SHOWNADD 5% KGM20,525 SF(0.47AC.) CALCS.STST17,134 SF (0.39AC.) A S E X I S T I N GGRAVEL AREA7,132 S F (0.16 AC.)2,308 SF(0.05 AC.)2,308 SF / 7132 SF = 32.4%25' 33 7 ' 66' 196' 31 3 ' 3 0 5 310 315 320 325 310 305 3 1 5 3 2 0 320 325 330335 330 325 L=212' R=100 7 ' 60 ' 60 ' 85' X334.5 332.5X 329.0X 85' X332.0 X332.5 X330.5 X332.1 329.8X 330.1x 330.0X X330 . 5 X330.4X330.4 X334.3 X330.0 3 2 9 . 7 X X330.1X330.1 330.3XX330.3 33 0 . 9 X X328.6 X3 2 7 . 6 X328.2 332.5X 332.3X 31 5 320 325 330 335 331.3X X3 2 7 . 6 323 320 315 X332.2 3 3 1 . 6 X 3 3 1 . 5 X 33 1 . 5 X 32 5 ST ST 3 0 5 310 315 320 325 310 305 3 1 5 3 2 0 320 325 330335 330 325 31 5 320 325 330 335 323 320 315 32 5 40 Kimball Ave South Burlington, VermontCIVIL ASSOCIATES, PLC O'LEARY-BURKE 13 CORPORATE DRIVE ESSEX JCT., VTPHONE: 878-9990FAX: 878-9989E-MAIL: obca@pshift.com SITE 40 Kimball Ave. Legend Location Plan-n.t.s. Kimball Av e n u e Sketch Plan 1 VER M O N T GRI D N O R T H VER M O N T GRID N O R T H K I M B A L L A V E . U.S. 2 WILLIST O N R O A D U.S. 2 WILLISTON ROADKENNEDY DRIVE A I R P O R T D R I V E 360 355 350345 Kimball A v e n u e PROJECT BOUNDARY LINE BUILDING SETBACK LINE EXISTING VT STATE PLANE CONTOURS EXISTING SEWER LINE & MANHOLE EXISTING LIGHT 330 OVERALL VIEW OF SURROUNDING2018 ORTHO PHOTO SKETCH OF 40 KIMBALL ANENUE WETLANDDELINEATIONFROM 2010 50 ' B U F F E R 50 ' B U F F E R 340 330 325 310 VERMONT GRID NORTH 15' PEDESTRIANEASEMENT CALLEDOUT ON PLAT BYKREBS & LANSING 15' POTASH BROO K APPROXIMATE POTASHBROOK LIMITS FROM 2018ORTHO PHOTO BY VCGI(BLUE DOUBLE LINE) SMALL STREAMCORRIDOR SHAPEFILE OF POTASHBROOK FROM VCGI PORTION OF 20' SEWEREASEMENT CALLED OUTFROM BOUNDARY SURVEYBY KREBS AND LANSING WETLANDBUFFER PROPOSED COMMERCIALBUILDING5,100 SF MINIMUM LOT SIZEMINIMUM FRONT SETBACKMINIMUM SIDE SETBACKMINIMUM REAR SETBACKMAXIMUM BUILDING COVERAGEMAXIMUM LOT COVERAGE 20,000 s.f.30'10'30'40%70% 82,032 s.f. (1.88 AC.)15' (SHOWN)*10' (SHOWN)30' (SHOWN)6.2%± (5,100/82,032)25.0% (20,525/82,032) COMMERCIAL 1 WITH LIMITED RETAIL (C1-LR) DIMENSIONAL REQUIREMENTS REGULATIONS PROPOSED / SITE 30' *PROJECT SEEKS REDUCTION OF FRONT YARD SETBACK FROM 30' TO 15' TOALLOW FOR MORE DISTANCE TO POTASH BROOK AND ASSOCIATED SETBACKS 15' 4 STAIRS 7" RISE X 12"TREADS = 28"± GRADECHANGE TO LANDINGGENERALLY AS SHOWN (8) (14) (10) (8) APPROXIMATE WALLGENERALLY AS SHOWN TOMAXIMUM HEIGHT OF 6'± TOBE DESIGNED BY OTHERSMINOR GRADING TO CURB PARKING AREA TODIRECT STORMWATER OF EXISTING GRAVELLOT THAT NOW DRAINS ONTO 30 KIMBALLAVENUE TO PROPOSED SYSTEM SHOWN ON40 KIMBALL AVENUE, ABUTTING PROPERTYOWNED BY THE APPLICANT EXISTING GRAVELPARKING AREA FLOOD HAZARDLOCATION PER STATESHAPE FILE (TYPICAL) CB #2RIM =327.615" PE OUT = 324.1 CB #1RIM =327.615" PE OUT = 324.1 STMH #1RIM =328.9(2)12" PE IN = 323.315" PE OUT = 323.8 STMH #2RIM =326.0±15" PE IN = 323.015" PE OUT = 322.9 15" PE IN = 322.5± REFUSE & RECYCLING AREA POUR 6" THICKCONCRETE PAD WITH WIRE MESH 10' X 6' ASSHOWN OFFSET FROM PARKING SPACESTALLS BY AT LEAST 4' AS SHOWN SEE BLOW UP 30SCALE INSETVIEW RIGHT Zoning Information 6% OF BUILDING AREA FORAMENITY (0.06 X 5,100 =306 SF), PROPOSEDAPPROXIMATE 1,400+ SFMOWED GRASS AREAWITH PICNIC TABLE