e d g e m o n tr o a d 9 katonah avenue 9 8 katonah …
TRANSCRIPT
E D G E M O N T
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THE HELMES GROUP, LLPARCHITECTURE ENGINEERING
PROJECT MANAGEMENT184 KATONAH AVENUE, KATONAH, NY 10536
TEL: (914) 232-4633 FAX: (914) 232-0768EMAIL: [email protected] 1 of 5
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ASPHALT PAVEMENT
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GV
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GV
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241.02
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240'
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EDGE OF ROAD
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EDGE OF ROAD
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240'
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240'
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238'
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238'
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238'
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238'
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236'
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236'
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234'
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234'
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H
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Y
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D
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U/P
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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40' WIDE
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CB
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CB
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DROP CURB
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DROP CURB
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DROP CURB
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G
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FIRE HYDRANT
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5" DIA. PVC. DRAINAGE PIPE
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BLDG. O.H. 0.5' SE CLEAR
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BLDG. 1.35' SE CLEAR
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BLDG. O.H. 1.13' NW CLEAR
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BLDG. 1.6' NW CLEAR
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BLDG. 0.9' SE CLEAR
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BLDG. O.H. 0.05' SE CLEAR
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BLDG. 1.7' NW CLEAR
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BLDG. O.H. 1.2' NW CLEAR
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REMAIN OF SHED WALL
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WOOD FENCE
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WOOD FENCE
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P A T I O
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DECK ABOVE
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CONC. PVMT.
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WOOD FENCE ON LINE
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FENCE 0.53' NW OVER
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DRIVEWAY 0.53' NW CLEAR
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BLDG. 1.25' SE CLEAR
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BLDG. 0.89' SE CLEAR
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DRIVEWAY 0.70' NW CLEAR
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DRAINAGE PIPE
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5" DIA. PVC.
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FLOW
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FLOW
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FLOW
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OHW
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OHW
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ROOF O.H.
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P.O.B.
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+
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+
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241.00
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240.60
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+
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241.35'
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+
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241.28'
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+
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241.15'
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+
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240.79'
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+
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241.39'
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+
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240.89'
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+
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241.00'
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UTILITY LINE AS PER OLD STREET PAINT MARKUP
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N84°43'30"W
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100.00'
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S05° 16' 30"W
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41.00'
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S84° 43' 30"E
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N05° 16' 30"E
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100.00'
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CONC. WALK.
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ROOF O.H.
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75.00' TIE DISTANCE
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1-STORY
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S T O N E C U R B
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D R I V E W A Y
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D R I V E W A Y
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M A C A D A M
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SECT. 49.15 BLK. 4, LOT 9
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2-STORY WOOD FRAME
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2-STORY
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1-STORY CONCRETE GARAGE
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COVER PORCH
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STEPS
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STAIR
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2
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1
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0.95' NE CLEAR
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1.0' NE CLEAR
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41.00'
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WOOD FENCE GENERALLY ALONG PROP. LINE
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BASEMENT ACCESS DOOR BELOW
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SECT. 49.15 BLK. 4, LOT 8
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0.0941± ACRES
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4,100 SQ.FT
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B.F.E.=235.56
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F.F.E =243.04
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2-STORY WOOD FRAME W/BASEMENT
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SEPTIC TANK
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SEPTIC PIT
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GRAVEL
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ASPHALT PAVEMENT
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GV
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241.02
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240'
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EDGE OF ROAD
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G
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G
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G
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G
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W
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W
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W
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G
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W
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W
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W
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EDGE OF ROAD
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240'
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240'
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238'
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238'
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238'
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238'
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236'
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236'
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U/P
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OHW
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OHW
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OHW
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OHW
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OHW
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OHW
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40' WIDE
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CB
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CB
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DROP CURB
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DROP CURB
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DROP CURB
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G
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5" DIA. PVC. DRAINAGE PIPE
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BLDG. O.H. 0.5' SE CLEAR
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BLDG. 1.35' SE CLEAR
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BLDG. 0.9' SE CLEAR
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BLDG. O.H. 0.05' SE CLEAR
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WOOD FENCE GENERALLY ALONG PROP. LINE
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WOOD FENCE
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WOOD FENCE ON LINE
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1.5' NE CLEAR
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FENCE 0.53' NW OVER
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DRIVEWEAY 0.53' NW CLEAR
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BLDG. 1.25' SE CLEAR
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BLDG. 0.89' SE CLEAR
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DRIVEWEAY 0.70' NW CLEAR
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DRAINAGE PIPE
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5" DIA. PVC.
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FLOW
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FLOW
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FLOW
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OHW
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OHW
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P.O.B.
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241.00
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240.60
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241.35'
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241.28'
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241.15'
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240.79'
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241.39'
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240.89'
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241.00'
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UTILITY LINE AS PER OLD STREET PAINT MARKUP
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N84°43'30"W
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41.00'
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100.00'
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S05° 16' 30"W
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41.00'
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S84° 43' 30"E
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N05° 16' 30"E
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100.00'
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NEW CONC. WALK.
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NEW STAIR
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ROOF O.H.
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75.00' TIE DISTANCE
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S T O N E C U R B
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D R I V E W A Y
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D R I V E W A Y
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M A C A D A M
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2-STORY WOOD FRAME
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REAR YARD
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4
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(TYP.)
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(TYP.)
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SECT. 49.15 BLK. 4, LOT 8
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0.0941± ACRES
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4,100 SQ.FT
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B.F.E.=235.56
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F.F.E =243.04
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PROPOSED 3rd STY. OVER EXISTING 2-STORY WOOD FRAME w/BASEMENT
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FRONT YARD
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SECT. 49.15 BLK. 4, LOT 9
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%%ULAWN
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EXISTING 1-CAR GARAGE TO BE REMOVED
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BOLLARDS (TYP.)
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EXISTING SEPTIC SYSTEM TO BE ABANDON ONCE CONNECTION TO PROPOSED MUNICIPAL SANITARY SEWER COLLECTION SYSTEM
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PROPOSED 3-STORY ADDITION
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PROPOSED 2nd & 3rd STY. ADDITION OVER EXISTING 1 STORY
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EXISTING COVER PORCH
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NEW RAMP UP
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NEW RAMP UP
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PROPOSED PORCH
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SCALE: 1" = 10'-0"
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EXISTING SURVEY
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GNA
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DRAWN BY:
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DRAWING NO.:
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SCH
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CHECKED BY:
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ISSUE DATES:
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SCALE: AS NOTED
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N
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EXISTING/PROPOSED SITE PLAN/ZONING ANALYSIS
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KATONAH, NY 10536
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22 EDGEMOUNT ROAD
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22 EDGEMOUNT ROAD LLC
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%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
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%%UNOTE:
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SURVEY INFORMATION TAKEN FROM A MAP PREPARED BY: "RAMSAY LAND SURVEYING, P.C." DATED: MARCH 22, 2019
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TABLE R301.2(1)
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
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Ground Snow Load
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WIND DESIGN
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Speed (mph)
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Topographic Effects
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Special Wind Region
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Wind-borne Debris Zone
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SUBJECT TO DAMAGE FROM
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Seismic Design Category
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Weathering
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Frost Line Depth
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Termite
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Winter Design Temp
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Ice Barrier Underlayment Required
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Flood Hazards
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Air Freezing Index
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Mean Annual Temp
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30 psf
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115
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no
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no
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no
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b
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severe
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42"
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moderate to heavy
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15 day
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yes
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4/24/84 rev 11/1/07
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1500
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48.5°
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07/18/19 FOR CLIENT'S REVIEW
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Table of Dimensional Requirements (Commercial and Residential)
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SECTION 49.15, BLOCK 4, LOT 8
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%%uMinimum Lot Size
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%%uRequired
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%%UProposed
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Area
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---
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%%uMinimum Yards
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Front
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10 FT
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0 FT
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Rear
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30 FT
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%%uMaximum Height
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Stories
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Feet
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45 FT
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%%uExisting
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4,100 SF
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13.00 FT
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%%P41.95 FT
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%%P22 FT
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2
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NO CHANGE
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%%UBUILDING & ZONING DATA
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TOWN OF BEDFORD, NEW YORK
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ZONING DISTRICT CB (Central Business)
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33.30 %%%
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20%%%
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Lot Area (Percent)
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%%uMaximum Building Coverage
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61.90 %%%
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80%%%
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Lot Area (Percent)
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89.30 %%%
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3
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*
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VARIANCE REQUESTED
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Minimum Effective Square Side
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---
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---
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---
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Lesser Side/Total Both Sides
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%%UMaximum Building and Parking Coverage
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%%UMaximum Floor Area Ratio
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22 EDGEMOUNT ROAD LLC
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KATONAH, NY 10536
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22 EDGEMOUNT ROAD
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SATELLITE MAP
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TAX MAP
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3
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34 FT
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31.00 %%%
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NO CHANGE
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NO CHANGE
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PROPOSED SITE PLAN
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EXISTING SQUARE FOOT/PARKING ANALYSIS
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USE
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REQUIRED
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EXISTING S.F.
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REQUIRED PARKING SPACES
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1 SPACE FOR EACH 250 S.F. OF GROSS FLOOR AREA
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(%%P750 S.F.)
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OFFICE: B-USE (EXISTING 1ST FLOOR)
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3 SPACES
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1 SPACE FOR EACH DWELLING UNIT, PLUS 12 SPACE FOR EACH BEDROOM
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(%%P734 S.F.)
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2 SPACES
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(1) 2-BEDROOM APARTMENT (EXISTING 2nd FLOOR) R3-USE
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EXISTING SPACES
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3 SPACES
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SCALE: 1" = 10'-0"
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EXISTING WATER USAGE CALCULATION
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1 PER 100 S.F.
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OFFICE: (EXISTING 1st FLOOR)
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±750 S.F./100 =7.50 OCCUPANTS
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SPACE/USE
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OCCUPANCY (B-BUSINESS)
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REQUIRED
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USAGE
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12 GAL./ OCCUPANTS
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90 GAL. PER DAY
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NOTES
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RENTED
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1 - DWELLING UNIT w/2 BEDROOMS
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SPACE/USE
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OCCUPANCY (R-3 RESIDENTIAL)
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REQUIRED
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USAGE
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225 GAL./ 2-BEDROOMS
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450 GAL. PER DAY
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NOTES
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(1) 2-BEDROOM APARTMENT (EXISTING 2nd FLOOR)
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RENTED
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*
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10/11/19 FOR PLANNING BOARD FILING
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%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
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PROPOSED WATER USAGE CALCULATION
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SPACE/USE
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REQUIRED
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USAGE
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NOTES
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PROPOSED SQUARE FOOT/PARKING ANALYSIS
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USE
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REQUIRED
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PROPOSED S.F.
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REQUIRED PARKING SPACES
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EXISTING SPACES
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PARKING SPACES PROVIDED
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1 SPACE FOR EACH DWELLING UNIT, PLUS 12 SPACE FOR EACH BEDROOM
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3 SPACES
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OCCUPANCY (R-3 RESIDENTIAL)
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(PROPOSED 3rd FLOOR) (2) 1-BEDROOM APARTMENT R3-USE
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112.5 GAL./ 1-BEDROOM (2-BEDROOMS)
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225 GAL. PER DAY
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T.B.D.
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1 - DWELLING UNIT w/1 BEDROOM
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112.5 GAL./ 1-BEDROOM (2 BEDROOMS)
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225 GAL. PER DAY
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T.B.D.
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SPACE/USE
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OCCUPANCY (A2-ASSEMBLY)
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REQUIRED
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USAGE
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NOTES
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1 PER 15 S.F.
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CAFE: (PROPOSED 1st FLOOR)
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435 S.F./15 = 29 OCCUPANTS
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25 GALS/ PER SEAT
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725 GAL. PER DAY
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540 GAL. PER DAY
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TOTAL EXISTING WATER USAGE:
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T.B.D.
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TOTAL PROPOSED WATER USAGE:
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TOTAL PARKING REQUIRED:
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3 SPACES
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4 SPACES
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10 SPACES
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CAFE: (PROPOSED 1st FLOOR)
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(846 S.F.)
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8.46 = 8.00 x 50% = 4.00 SPACES
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(SEE NOTE #1)
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*
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NOTE #1 For Cafe Uses In The Cb And Nb Districts, The Planning Board, After Notice And Hearing, May Waive Up To 50% Of The Off-street Parking Spaces Required By § 125-102a
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PRE-EXISTING NON-CONFORMING
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01/28/20 FOR PLANNING BOARD FILING
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UNIT "C" 481 S.F.
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UNIT "D" 442 S.F.
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(PROPOSED 3rd FLOOR) (2) 1-BEDROOM APARTMENT R3-USE
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03/04/20 FOR ZBA FILING
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1 SPACE FOR EACH DWELLING UNIT, PLUS 12 SPACE FOR EACH BEDROOM
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3 SPACES
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UNIT "A" 481 S.F.
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UNIT "B" 442 S.F.
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(PROPOSED 2nd FLOOR) (2) 1-BEDROOM APARTMENT R3-USE
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VARIANCE REQUESTED 6 SPACES
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(PROPOSED 2nd FLOOR) (2) 1-BEDROOM APARTMENT R3-USE
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1 - DWELLING UNIT w/1 BEDROOM
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PROPOSED GAL. PER DAY
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EXISTING GAL. PER DAY
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PROPOSED GALS. PER DAY (NET INCREASE)
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1,175
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540
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635
THE HELMES GROUP, LLPARCHITECTURE ENGINEERING
PROJECT MANAGEMENT184 KATONAH AVENUE, KATONAH, NY 10536
TEL: (914) 232-4633 FAX: (914) 232-0768EMAIL: [email protected] 2 of 5
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UP 11R
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%%UBASEMENT
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%%UCRAWL SPACE
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%%UCRAWL SPACE
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%%UDECK
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%%UOFFICE
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%%UKITCHENETTE
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%%UBATH
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%%UCL.
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%%UOFFICE
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UP 14R
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%%UCOVERED PORCH
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DN.
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DN. 5R
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DN. 11R
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K-2035-8
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PINOIR
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LAVATORY
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VITREOUS CHINA
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L.
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UP 14R
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3 DR.0 DR.
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%%UVEST.
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%%UFOOD PREP
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12 x 11 +/-0 x 11 +/-1 +/-
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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%%UTLT.
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EMPLOYEE
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%%UBASEMENT
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EXISTING
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19 x 23 +/-6 x 23 +/-3 +/-
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STORAGE
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EXISTING
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CRAWL SPACE
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LINE OF PORCH ABOVE (TYPICAL)
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EMERGENCY EGRESS WINDOW WELL w/LADDER
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F.D.
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ADDITION
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ADDITION
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EXISTING
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3 DR.0 DR.
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DN 14R
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UP 14R
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%%UVEST.
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COVERED PORCH
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K-2035-8
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PINOIR
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LAVATORY
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VITREOUS CHINA
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L.
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3 DR.0 DR.
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7 x 7 +/-10 x 7 +/-6 +/-
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WALK-IN FREEZER
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%%UKITCHEN
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12 x 23 +/-8 x 23 +/-0 +/-
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3 PIVOT 0 PIVOT DR.
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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%%UH/C TLT.
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%%UCAFE
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27 x 17 +/-4 x 17 +/-4 +/-
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3 DR.0 DR.
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28 x 6 +/-0 x 6 +/-6 +/-
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DN "12"
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DN 5R
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RAMP DOWN
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RAMP DOWN
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CONCRETE WALK
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LINE OF ROOF ABOVE (TYPICAL)
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F.D.
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ADDITION
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EXISTING
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ADDITION
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DN 1R @7" MAX.
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3 DR.0 DR.
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3 DR.0 DR.
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DN 2R @7" MAX
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3 DR.0 DR.
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DN 1R @7" MAX.
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%%UPORCH
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GNA
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DRAWN BY:
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DRAWING NO.:
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SCH
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CHECKED BY:
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ISSUE DATES:
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SCALE: AS NOTED
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N
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EXISTING/PROPOSED FLOOR PLANS & EXTERIOR ELEVATIONS
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KATONAH, NY 10536
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22 EDGEMOUNT ROAD
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07/30/19 FOR CLIENT'S REVIEW
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22 EDGEMOUNT ROAD LLC
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SCALE: 1/8" = 1'-0"
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SCALE: 1/8" = 1'-0"
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460 NET S.F.
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845 GROSS S.F.
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%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
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SCALE: 1/4" = 1'-0"
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10/11/19 FOR PLANNING BOARD FILING
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PROPOSED BASEMENT FLOOR PLAN
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SCALE: 1/4" = 1'-0"
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PROPOSED FIRST FLOOR PLAN
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EXISTING BASEMENT PLAN
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EXISTING FIRST FLOOR PLAN
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01/28/20 FOR PLANNING BOARD FILING
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03/04/20 FOR ZBA FILING
THE HELMES GROUP, LLPARCHITECTURE ENGINEERING
PROJECT MANAGEMENT184 KATONAH AVENUE, KATONAH, NY 10536
TEL: (914) 232-4633 FAX: (914) 232-0768EMAIL: [email protected] 3 of 5
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%%UBATH
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%%UBEDROOM #1
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%%UCL.
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%%UCL.
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%%UCL.
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%%UHALL
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DN. ±212"
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%%UBEDROOM #2
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%%ULIVING/DINING
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%%UKITCHEN
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%%UDECK
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DN. ±5"
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DN. 14R
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%%UROOF BELOW
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%%UROOF BELOW
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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2 DR.0 DR.
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DN 14R
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UP 14R
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UNIT "C"
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UNIT "D"
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2 DR.10 DR.
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L.
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2 DR.6 DR.
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2 DR.6 DR.
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L.
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2 DR.0 DR.
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WC
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SINK
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30" REF.
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%%UKITCHEN
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WC
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SINK
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30" REF.
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%%UKITCHEN
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%%UBATH
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42" x 32" SHOWER
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1 DR.8 DR.
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%%ULIN.
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42" x 32" SHOWER
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1 DR.8 DR.
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%%ULIN.
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%%UBATH
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%%UCL.
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%%UCL.
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%%UBEDROOM
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%%UBEDROOM
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%%ULIVING/DINING
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%%ULIVING/DINING
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%%UHALL
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%%UCL.
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%%UCL.
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2 DR.4 DR.
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2 DR.4 DR.
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2 DR.0 DR.
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2 DR.0 DR.
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DESK
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12 x 10 +/-1 x 10 +/-0 +/-
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12 x 10 +/-1 x 10 +/-0 +/-
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12 x 15 +/-10 x 15 +/-1 +/-
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13 x 11 +/-10 x 11 +/-5 +/-
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ROOF BELOW
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ROOF BELOW
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LINE OF WALL BELOW (TYPICAL)
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STAIR HALL
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2 DR.10 DR.
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ADDITION
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ADDITION
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EXISTING
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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K-3422
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WELLWORTH
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TOILETS
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VITREOUS CHINA
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WC
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2 DR.0 DR.
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DN 14R
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UP 14R
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UNIT "A"
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UNIT "B"
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2 DR.10 DR.
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L.
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2 DR.6 DR.
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2 DR.6 DR.
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L.
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2 DR.0 DR.
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WC
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SINK
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30" REF.
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%%UKITCHEN
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WC
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SINK
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30" REF.
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%%UKITCHEN
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%%UBATH
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42" x 32" SHOWER
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1 DR.8 DR.
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%%ULIN.
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42" x 32" SHOWER
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1 DR.8 DR.
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%%ULIN.
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%%UBATH
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%%UCL.
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%%UCL.
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%%UBEDROOM
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%%UBEDROOM
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%%ULIVING/DINING
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%%ULIVING/DINING
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%%UHALL
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%%UCL.
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%%UCL.
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2 DR.4 DR.
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2 DR.4 DR.
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2 DR.0 DR.
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2 DR.0 DR.
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DESK
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12 x 10 +/-1 x 10 +/-0 +/-
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12 x 10 +/-1 x 10 +/-0 +/-
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12 x 15 +/-10 x 15 +/-1 +/-
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13 x 11 +/-10 x 11 +/-5 +/-
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ROOF BELOW
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ROOF BELOW
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LINE OF WALL BELOW (TYPICAL)
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STAIR HALL
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2 DR.10 DR.
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ADDITION
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ADDITION
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EXISTING
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GNA
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DRAWN BY:
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DRAWING NO.:
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SCH
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CHECKED BY:
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ISSUE DATES:
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SCALE: AS NOTED
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N
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EXISTING/PROPOSED FLOOR PLANS & EXTERIOR ELEVATIONS
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KATONAH, NY 10536
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22 EDGEMOUNT ROAD
AutoCAD SHX Text
07/30/19 FOR CLIENT'S REVIEW
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22 EDGEMOUNT ROAD LLC
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SCALE: 1/8" = 1'-0"
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729 GROSS S.F.
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%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
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SCALE: 1/4" = 1'-0"
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10/11/19 FOR PLANNING BOARD FILING
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PROPOSED SECOND FLOOR PLAN
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SCALE: 1/4" = 1'-0"
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PROPOSED THIRD FLOOR PLAN
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EXISTING SECOND FLOOR PLAN
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(TWO 1-BEDROOM APARTMENTS)
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UNIT "C" 481 S.F.
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UNIT "D" 442 S.F.
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01/28/20 FOR PLANNING BOARD FILING
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03/04/20 FOR ZBA FILING
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(TWO 1-BEDROOM APARTMENTS)
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UNIT "A" 481 S.F.
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UNIT "B" 442 S.F.
THE HELMES GROUP, LLPARCHITECTURE ENGINEERING
PROJECT MANAGEMENT184 KATONAH AVENUE, KATONAH, NY 10536
TEL: (914) 232-4633 FAX: (914) 232-0768EMAIL: [email protected] 4 of 5
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FIRST FLOOR CLG.
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FIN. SECOND FLOOR
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FIN. FIRST FLOOR
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SECOND FLOOR CLG.
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BASEMENT CLG.
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FIN. THIRD FLOOR
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THIRD FLOOR CLG.
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T/O BASEMENT SLAB
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P
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L
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P
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L
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STANDING SEAM GALVALUME ROOFING (TYPICAL)
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P
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L
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RAMP UP
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1 "12"
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12"
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1 "12"
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12"
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1 "12"
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12"
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1 "12"
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12"
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FIRST FLOOR CLG.
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FIN. SECOND FLOOR
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FIN. FIRST FLOOR
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SECOND FLOOR CLG.
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BASEMENT CLG.
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FIN. THIRD FLOOR
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THIRD FLOOR CLG.
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T/O BASEMENT SLAB
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P
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L
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P
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L
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P
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L
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P
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L
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BRICK VENEER (TYPICAL)
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STANDING SEAM GALVALUME ROOFING (TYPICAL)
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1 "12"
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12"
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1 "12"
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12"
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1 "12"
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12"
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BRICK VENEER QUIONS (TYPICAL)
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BRICK VENEER SOLDER COURSE (TYPICAL)
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LIME STONE KEY (TYPICAL)
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LIME STONE SILL (TYPICAL)
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GNA
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DRAWN BY:
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DRAWING NO.:
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SCH
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CHECKED BY:
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ISSUE DATES:
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SCALE: AS NOTED
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EXISTING/PROPOSED FLOOR PLANS & EXTERIOR ELEVATIONS
AutoCAD SHX Text
KATONAH, NY 10536
AutoCAD SHX Text
22 EDGEMOUNT ROAD
AutoCAD SHX Text
07/30/19 FOR CLIENT'S REVIEW
AutoCAD SHX Text
22 EDGEMOUNT ROAD LLC
AutoCAD SHX Text
%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
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SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
10/11/19 FOR PLANNING BOARD FILING
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PROPOSED FRONT (NORTH) ELEVATION
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SCALE: 1/4" = 1'-0"
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PROPOSED LEFT (EAST) ELEVATION
AutoCAD SHX Text
01/28/20 FOR PLANNING BOARD FILING
AutoCAD SHX Text
EXISTING FRONT (NORTH) ELEVATION
AutoCAD SHX Text
03/04/20 FOR ZBA FILING
THE HELMES GROUP, LLPARCHITECTURE ENGINEERING
PROJECT MANAGEMENT184 KATONAH AVENUE, KATONAH, NY 10536
TEL: (914) 232-4633 FAX: (914) 232-0768EMAIL: [email protected] 5 of 5
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BRICK VENEER (TYPICAL)
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BRICK VENEER QUIONS (TYPICAL)
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BRICK VENEER SOLDER COURSE (TYPICAL)
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LIME STONE KEY (TYPICAL)
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LIME STONE SILL (TYPICAL)
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FIRST FLOOR CLG.
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FIN. SECOND FLOOR
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FIN. FIRST FLOOR
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SECOND FLOOR CLG.
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BASEMENT CLG.
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FIN. THIRD FLOOR
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THIRD FLOOR CLG.
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T/O BASEMENT SLAB
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1 "12"
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12"
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P
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L
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P
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L
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P
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L
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1 "12"
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12"
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1 "12"
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12"
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EGRESS AREAWAY & WINDOW (BEYOND)
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STANDING SEAM GALVALUME ROOFING (TYPICAL)
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STAIRS (BEYOND)
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P
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L
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FIRST FLOOR CLG.
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FIN. SECOND FLOOR
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FIN. FIRST FLOOR
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SECOND FLOOR CLG.
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BASEMENT CLG.
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FIN. THIRD FLOOR
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THIRD FLOOR CLG.
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T/O BASEMENT SLAB
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P
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L
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P
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L
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P
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L
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P
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L
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BRICK VENEER (TYPICAL)
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STANDING SEAM GALVALUME ROOFING (TYPICAL)
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1 "12"
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12"
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1 "12"
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12"
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1 "12"
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12"
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GNA
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DRAWN BY:
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DRAWING NO.:
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SCH
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CHECKED BY:
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ISSUE DATES:
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SCALE: AS NOTED
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EXISTING/PROPOSED FLOOR PLANS & EXTERIOR ELEVATIONS
AutoCAD SHX Text
KATONAH, NY 10536
AutoCAD SHX Text
22 EDGEMOUNT ROAD
AutoCAD SHX Text
07/30/19 FOR CLIENT'S REVIEW
AutoCAD SHX Text
22 EDGEMOUNT ROAD LLC
AutoCAD SHX Text
%%UPROPOSED ADDITIONS & ALTERATIONS TO EXISTING SITE & BUILDING FOR:
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
10/11/19 FOR PLANNING BOARD FILING
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PROPOSED REAR (SOUTH) ELEVATION
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SCALE: 1/4" = 1'-0"
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PROPOSED RIGHT (WEST) ELEVATION
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01/28/20 FOR PLANNING BOARD FILING
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EXISTING REAR (SOUTH) ELEVATION
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03/04/20 FOR ZBA FILING