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LINE TYPE / SYMBOL
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
LINE TYPE if SYMBOL
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M.E.
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
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845.50
PER THE SPECIFICATIONS.
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3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
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4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
CURB AND
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
GUTTER GRADE
_ _ _ _ — —
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6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
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CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
FINISHED FLOOR ELEVATION
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HIGH POINT
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GRADING NOTES
LINE TYPE / SYMBOL
1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS
LINE TYPE if SYMBOL
OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN
M.E.
IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.
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2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED
845.50
PER THE SPECIFICATIONS.
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3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
845.2
AVAILABLE.
4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
CURB AND
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS
OTHERWISE SHOWN.
GUTTER GRADE
_ _ _ _ — —
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6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING
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CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO
FINISHED FLOOR ELEVATION
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PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE
HIGH POINT
APPROVED BY THE ENGINEER.
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7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER
STRUCTURE'S RIM
MANAGEMENT PERMIT.
INTERMEDIATE CONTOUR
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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 1 -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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LINE TYPE / SYMBOL
DESCRIPTION
LINE TYPE if SYMBOL
DESCRIPTION
M.E.
MATCH EXISTING
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SWALE
845.50
PAVEMENT SPOT GRADE
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POND BOTTOM
845.2
GROUND SPOT GRADE
POND NORMAL POOL
C 05.50
CURB AND
05.00
GUTTER GRADE
_ _ _ _ — —
POND TOP OF BANK
1.00%
FLOW DIRECTION w/ GRADE
F.F.E.
FINISHED FLOOR ELEVATION
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H:V RATIO GRADE
H. Pt.
HIGH POINT
IE: 805.5
PIPE INVERT ELEVATION
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LOW POINT
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STRUCTURE'S RIM
INTERMEDIATE CONTOUR
ELEVATION
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TOP &BOTTOM OF WALL
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INDEX CONTOUR
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ELEVATION
100 YEAR OVERFLOW
PATH /PONDING AREAS
FR
EMERGENCY FLOOD
ROUTE DIRECTION
AND EASEMENT
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 1 -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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PE10505112
- \\ STATE OF
''%/5/0 N AL °•
II 1\
7
Date: July 6, 2012
Scale:
1" =20'
Title:
ENLARGED
GRADING PLAN
Sheet:
C206
Job No. 12016L
CsT R�� / / / / / / /'�i.
FiF F'6 . y
Y ' No. o
PE10505112
- \\ STATE OF
''%/5/0 N AL °•
II 1\
7
Date: July 6, 2012
Scale:
1" =20'
Title:
ENLARGED
GRADING PLAN
Sheet:
C206