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HomeMy WebLinkAboutRichards 410 2nd Ave NE PG 1 REVISED40 ' R / W 2N D A V E N E ( f k a R O S E V E L T A V E N U E ) LOT 39 LOT 38 20.0' 12 . 7 ' 8 . 5 ' 19 . 2 ' 19.8' 842 84384 1 8 4 0 83 9 5. 0 0 ' 1 ƒ : 0  3 1 ƒ : 0 3 1 ƒ     :    0     3  1 ƒ    :    0     3  16 . 5 ' A L L E Y SITE PLAN R.L.S. # LS20500017 DATE: FOR: OLD TOWN DESIGN GROUP BY: JD HALL LAND SURVEYING 803 S. OHIO STREET SHERIDAN, INDIANA 46069 Ph: 317-696-3594 Fx: 317-758-5510 JOB NO: 18-091 SHEET 1 OF 3 LOT 39 C.W. WEIDLER'S SUBDIVISION CARMEL, INDIANA 410 2ND AVE NE LEGEND SURFACE FLOW DIRECTION (P) PLATTED DIMENSION (M) MEASURED DIMENSION SETBACKS SHOWN PER LOCAL ZONING REQUIREMENTS. LOT COVERAGE IS APPROXIMATELY 41% DRIVEWAY AREA = 360 SQ.FT. EXISTING UTILITY HOOKUPS TO BE UTILIZED. THERE ARE NO KNOWN EASEMENTS ON THIS LOT. *SEE SHEET 2 FOR ADDITIONAL DETAILS & NOTES* UNDERGROUND WATER LINE OVERHEAD ELEC, CABLE, TELE UNDERGROUND GAS LINE SANITARY SEWER STORM DRAIN PROPOSED DWELLING FFE = 844.85 GAR = 842.00 BASE = 834.85 SUMP DISCHARGE CONSTRUCTION ENTRY MFPG=842.80 MLAG=842.80 EX . P E R V I O U S A S P H A L T A L L E Y EX . C O N C R E T E W A L K EX . C U R B SILT FENCE 5' SYS 5' SYS 4' WALK 835.6 835.6 PROPOSED ELEVATION EXISTING ELEVATION 842.9 842.4 841.7 840.8 841.7 840.6 843.7 843.2 SILT FENCE CW CW CONCRETE WASHOUT LOCATION /27 6,=( ߰  6)   $&“ ROOF DRAINS TO RELEASE ONTO SPLASH BLOCKS SUMP DISCHARGE TO TIE INTO STORM INLET AT NW. CORNER OF THE LOT. NO CONSTRUCTION TRAFFIC ALLOWED UNTO ALLEY PAVEMENT ANY UTILITY CUTS IN THE ALLEY MUST BE REPAIRED PER THE PERVIOUS ALLEY DETAIL PROVIDED. EXISTING CURB CUT TO BE REMOVED AND REPLACED WITH CHAIRBACK CURB PER CITY OF CARMEL DETAIL. WINDOW WELL 842.8 842.3 PO R C H PO R C H PO R C H EG = 842.0 PROPOSED DRIVE YARD INLET RIM = 840.08 YARD INLET RIM = 839.40 TW = 842.8 WINDOW WELL EG = 842.7 TW = 843.7 07/31/18 William Hohlt