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Site Flan Control-Technical Support Croup agenda (tray 10, 2007)
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DECSCRIPTION
F. GRANULAR MATERIAL, USED FOR BACKFiLL, SHALL BE PLACED IN LAYERS 154mm
iN DEPTH MAXIMUM AND COMPACTED TO 904% STANDARD PROCTOR DENSITY. FRONTAGE
LOT AREA
G. ALL DISTURBED AREAS ARE TO BE REINSTATED TO THEIR ORIGINAL CONDITION.
BUILDING AREA
H. ALL SILT CONTROL AND EROSION PROTECTION DEVICES ARE TO BE IN PLACE UNIT 1
PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL
CONSTRUCTION ES COMPLETE AND THE GRASS HAS CAUGHT, SUBJECT TO PARKING & DRNE LANE
APPROVAL OF THE TOWNSHIP ENGINEER. LANDSCAPE
I. WHERE FROST WEDGE REQUIRED, USE MINIMUM 4:1 SLOPE. SETBACKSk
J. ALL WATERMAIN CROSSINGS, WHERE REQUIRED, SHALL BE SUPPORTED AS PER .FRONT
INT SIDE
TOWNSHIP OF SPRINGWATER SPECIFICATIONS INT SIDE
R
~'mA a i ~T COVERAGE
ZONING
A. THE PARKING LOT PAVEMENT STRUCTURE SHALL CONSIST OF THE FOLLOWING:
PARKING REQ'D
- 150mm GRANULAR'A' (1 SPACE PER 104.Os>1
- 304mm GRANULAR'B° OF FLOOR SPACE)
TOTAL E3UILD-OUT
B. NATIVE SUBGRADE TO BE COMPACTED TO MINIMUM 95°/a STANDARD LOADING SPADES
PROCTOR MAXIMUM DRY DENSITY.
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ECONOMIC DEVELOPMENT
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