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HomeMy WebLinkAboutSPP1 - REVISED Richards 410 2nd Ave NE PG 1 (1)MW rn 0 i ro 0 I MFPG=842.80 WINDOW WEL MLAG=842.80 TW = 843.7 WINDOW WELL- EG = 842.7 TW = 842.8 p SILT FENCE EG = 842.0 YARD INLET �' RIM = 840.08 l _ 89'52'09" W �42.01 (M) 145' (F 1 SUMP DISCHARG 84 841.7 20.0' 35.67' 28 00' 3.50' °in PROPOSED DWEL G 0 4 WALK PR POSE -0 . 0 N Lo DRI E o GAR = 842.00 ON N 3.67' BASE = 834.85 4.j7' 19.8' 2 I. oo' N o E�' 841.7 N , 35.33 N 8. - $ �- O 5' SYS <­ 8 c CONSTRUCTION ENT z �� 0 ° 842.4 N O e RELEASED IFCR CONSTRUCTION Sedjeut to uumpliance with alll regulatimna n9 State and Ilmeal Enden DOW of Laimal = 839.40 SILT FENCE w w U O w cf� cn LLJ zUj L843> x J LLJ m � w U) \-843.7u� 0 �a LLI w Q o u cal �11 X LOT SIZE = 7346.6 SF / 0.17 AC± 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. '*IT(f PRAP LOT 39 C.W. WEIDLER'S SUBDIVISION CARMEL, INDIANA 410 2ND AVE NE GRAPHIC SCALE 0 10 20 40 SCALE • 1 " = 20' REV: 6/27/2018 REV: 7/13/2018 LEGEND W UNDERGROUND WATER LINE 0ETC OVERHEAD ELEC, CABLE, TELE G UNDERGROUND GAS LINE SS SANITARY SEWER ST STORM DRAIN SURFACE FLOW DIRECTION 835.6 PROPOSED ELEVATION 835.6 EXISTING ELEVATION CONCRETE WASHOUT LOCATION G (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* 6/21/2018 ellelrS.# LS20500017 DATE: FOR: OLD TOWN DESIGN GROUP �� Q�__�G�STt'R:.q� No. BY: JD HALL LAND SURVEYING 803 S. OHIO STREET = LS20500017 SHERIDAN, INDIANA 46069 STATE OF Ph: 317-696-3594 /yD I ANP. %. /.. � .� Fx: 317-758-5510 '�i� 9j�y�\���� sup,\ JOB NO: 18-091 SHEET 1 OF 3"������ UI/31/lb William Hohlt