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GRADING NOTE&
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C 894.40 f ? C 94 68 \ \ I\ \ 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES.
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M.E.
2. ALL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON
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893 , �1 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
701 PARKING AREAS.
3. STRAW BALE DAMS, SEDIMENT PITS AND SILT FENCES SHALL BE UTILIZED TO CONTROL
EROSION. SEE EROSION CONTROL PLAN FOR ADDfiIONAI INFORMATION.
4. EXISTING UTIUTY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATIONS PRIOR TO MAJOR EARTHWORK, WITHIN THE PROPOSED CONSTRUCTION
LIMITS.
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5. GRADES SHOWN IN ROADWAY & PATHWAY AREAS ARE TOP OF PAVEMENT ELEVATIONS. CONTRACTOR
/ SHALL BE RESPONSIBLE FOR CONSTRUCTING THESE AREAS TO SUBGRADE ELEVATIONS IN SUCH A
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MANHOLE ; \� TC 893.10
.t F TC 893.80 I; I � MANNER THAT PAVEMENT CONTRACTOR CAN INSTALL BASE ASPHALT FOR ROADWAY /PATHWAY
TC -895.2 I / \ I ( WITHOUT MODIFYING SUBGRADE.
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I I 'j *r \ \ 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 ONSTIE. BORROW PITS
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' I / 5,' �• / / IN ONS RE TU OPFILLAR� MAY BE UTIUZED TO OBTAIN SUITABLE FILL MATERIAL AND
TO 8. BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE
I / f FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS
8 �� FOR BUILDING AREAS
AND STREETS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.
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9. CONTRACTOR SWILL PRESERVE EXISTING TREES WHEREVER POSSIBLE. OWNER AND OWNER S
REPRESENTATIVE SWILL BE CONSULTED FOR CLEARING LIMfTS. CLEARING UMfTS SHALL
I I , i / ; # 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
'I ❑ h } , / /' U \ "' \ 11.CONTRACTOR SHALL SEQUENCE EARTHWORK ACTIVITIES IN A MANNER THAT WILL PREPARE THE
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ROADWAY ANO TRAILWAY SUBGRADES AS SOON AS POSSIBLE TO HELP FACILITATE THE
TRAILWAYS PROJECT.
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1 � 12.CONTiiACTOR SHAIl MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
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- y - THE TOP OF CASTING OR
1 GRATE ON ALL OTHER CASTINGS.
I � � ,. � � 4s �,�;,: \� M t "" s • E t 3 TC IS THE TOP OF CURB ELEVATION FOR CURB INLETS. TC IS
WHERE WATER ENTERS THE
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H AM I ETON CO. TH OROL
MANHOLE
TC= 896.316
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®BEEHIVE INLET
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MANHOLE TC= 892.84 MANHOLE
TC= 894.23 TC= 895.02
GRADING PLAN LEGEND
PROPOSED PAVEMENT SPOT GRADE
800.00
PROPOSED GROUND SPOT GRADE
799.9
MATCH EXISTING GRADE
x1=
PROPOSED TOP OF CURB GRADE
C 800.00
PROPOSED GUTTER GRADE
799.50
PROPOSED TOP OF WALL GRADE
TW
800.00
PROPOSED BOTTOM OF WALL GRADE
BW
799.50
PROPOSED TOP OF CASTING
TC 800.50
PROPOSED INVERT ELEVATION
IE 800.06
PROPOSED 1 FL CONTOUR
01
PROPOSED INDEX CONTOUR
PROPOSED SWALE
__a 00� - 1.0%
PROPOSED SWALE WITH SSD (SUB- SURFACE DRAIN)
SWALE ® 0.50%
_a
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 HOLEY ' 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 19900097
:s STATE OF =yam t
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PED
QuaI4 Aesmonee: DAL
sCOI:
C306
05 -06 -03
Project Number
990433 - 20600