HomeMy WebLinkAboutC206 - add 1.pdf
ENLARGED
GRADING PLAN
C206
1" = 20'
Job No.
Date:July 6, 2012
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BENCHMARK INFORMATION
ORIGINATING BENCHMARK - HAM G-55: A BRONZE PLATE ON A CONCRETE POST PROJECTING 1.3 FEET
OUT OF THE GROUND ALONG US-31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131st STREET, 83
FEET WEST OF THE CENTERLINE SBL OF US-31 AND 19 FEET EAST OF THE R/W FENCE AT STATION
409+00. GREENFIELD DISTRICT
ELEVATION: 866.76' (VERTICAL DATUM: NAVD88)
TEMPORARY BENCHMARK - CUT "+" SET ON NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT
APPROXIMATELY 120' SOUTH OF THE NORTHEAST CORNER OF THE SURVEYED TRACT.
ELEVATION 838.76' (VERTICAL DATUM: NAVD88)
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GRADING NOTES
TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
PER THE SPECIFICATIONS.
EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE
APPROVED BY THE ENGINEER.
NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT.
5.
6.
1.
2.
3.
4.
7.
IE:805.55
:13
%1.00
C
G
805.50
805.00 GUTTER GRADE
SWALE
DESCRIPTION
POND BOTTOM
HIGH POINT
F.F.E.
H.Pt.
POND NORMAL POOL
POND TOP OF BANK
H:V RATIO GRADE
GRADING PLAN LEGEND
DESCRIPTION
GROUND SPOT GRADE
PAVEMENT SPOT GRADE
CURB AND
MATCH EXISTING
LOW POINTL.Pt.
801
800
INTERMEDIATE CONTOUR
INDEX CONTOUR
ELEVATION
PIPE INVERT ELEVATION
STRUCTURE'S RIM
TOP & BOTTOM OF WALL
ELEVATION
100 YEAR OVERFLOW
PATH/PONDING AREAS
AND EASEMENT
FR EMERGENCY FLOOD
ROUTE DIRECTION