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TEL. MANHOLE MANHOLE N
TC= 889.12 03D TC= 887.41
GRADING NOTES,
1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON
COMPLETION OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX
(4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS LAKE SLOPES, MOUND AREAS, AREAS
BETWEEN CURB AND CLEARING LIMITS, AND ALL DISTURBED AREAS OUTSIDE OF BUILDING AND
PARKING AREAS.
3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL
EROSION. SEE EROSION CONTROL PLAN FOR ADDITIONAL INFORMATION.
4. EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION
LIMITS.
5. GRADES SHOWN IN ROADWAY do PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR
SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRADE ELEVATIONS IN SUCH A
MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY / PATHWAY
WITHOUT MODIFYING SUBGRADE.
6. SEE TRAILWAYS PLAN AND PROFILE DRAWINGS FOR ADDITIONAL GRADES ON STREETS AND PATHS.
7. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS FILL MATERIAL ONSITE. BORROW PITS
IN NONSTRUCTURAL FILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE FILL MATERIAL AND
TO DISPOSE OF TOPSOIL.
8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE
FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS FOR BUILDING AREAS
AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL
9. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER'S
REPRESENTATIVE SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL
CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT FILL
AREAS.
10. CONTRACTOR SHALL COORDINATE ROADWAY AND PATHWAY CONSTRUCTION WITH TRAILWAYS
CONTRACTOR.
11.CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT WILL PREPARE THE
ROADWAY AND TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACILITATE THE
TRAILWAYS PROJECT.
12. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
13.TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS THE TOP OF CASTING OR
WHERE WATER ENTERS THE GRATE ON ALL OTHER CASTINGS.
GRADING PLAN LEGEND
PROP08 Y COIi8MIXTI0N
PROPOSED PAVEMENT SPOT GRADE
I�I
800.00
PROPOSED GROUND SPOT GRADE
799.9
MATCH EXISTING GRADE
M.E.
PROPOSED TOP OF CURB GRADE
C 800.00
PROPOSED GUTTER GRADE
G 799,50
PROPOSED TOP OF WALL GRADE
TV 800.00
PROPOSED BOTTOM OF WALL GRADE
BW 79 .50
PROPOSED TOP OF CASTING
TC 800.50
I
IPROPOSED INVERT ELEVATION
IE 800.06
PROPOSED 1 Ft. CONTOUR
01
IPROPOSED INDEX CONTOUR
PROPOSED SWALE
- _0SWA -E 0 1.0Y
1 PROPOSED SWALE WITH SSD (SUB - SURFACE DRAIN)
F 0 0.50%
kQ29
PROPOSED DRAINAGE FLOW ARROW (DIRECTION)
PROPOSED DRAINAGE FLOW ARROW WITH GRADE
1.00%
HIGH POINT
H.P.
LOW POINT
L.P.
FINISH FLOOR ELEVATION
FFE =800.0
STORM STRUCTURE
733
SANITARY STRUCTURE
"HOLEY MOLEY ' SAYS CALL AT LEAST TWO FULL
WORKING DAYS BEFORE YOU DIG IT'S THE LAW
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
GROUND EVIDENCE (including, but not limited to,
manholes, inlets, valves, and marks made upon
the ground by others) AND ARE SPECULATIVE IN
NATURE. THERE MAY ALSO BE OTHER EXISTING
UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT
LOCATIONS OF SAID EXISTING UNDERGROUND
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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PE 19900092
j, STATE OF
Men W. MAW
PED
awuty Assurance: DAL
Saalc
0 Scale: 1' = 40'
Sheet
C308_
Date
05-06 -03
Project Number
990433 -20600