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GRINDER POT B. 887.80
TC= 888.98'
IE NW(4- PIPE) = 874.00'
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NORTH PARKING LOT SITE
TC= 892.54
IE NE(12 -RCP)= 886.78'
IE S(12 -RCP)= 886.76'
500
TC 892.81
OUTFALL CONNECTS
TO EXISTING POND
Ex. PT. #3212
BEEHIVE
TC= 889.73'
IE SW(12- RCP) = 887.11'
1.ALL GRADES AT CONSTRUCTION LIMITS SHALL MEET EXISTING GRADES.
2 AIL TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL ALL AREAS. UPON
COMPLETION OF MSS EARTHWORK, TOPSOIL SHALL. BE SPREAD TO A D87M OF FOUR TO SIX
(4 TO CURB IN AREAS TO BE
CLEARING MIIS� DISTURBED OUTSIDE BUILDING ILDI� D
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 EARMWORK, WITHIN THE PROPOSED CONMRUCTION
LIMITS.
5. GRADES SHOWN IN CONCRETE TRAIL ARE TOP OF PAVEMENT ELEVATIONS.
6. THE INTENT OF THESE PLANS IS TO USE ALL EXCESS ALL MATERIAL. ONSRE. BORROW PITS
IN NONSTRUCTURAL TILL AREAS MAY BE UTILIZED TO OBTAIN SUITABLE ALL MATERIAL. AND
TO DISPOSE OF TOPSOIL
7.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
ATLAS.
8. CONTRACTOR SHILL MAINTAIN POSITIVE DRAINAGE THROUGHOUT THE PROJECT.
9.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.
GRADMI PLAN LEGEND
PBOP08® IXJNBTiNIGTION
PROPOSED GROUND SPOT GRADE I-®
MATCH EXISTING GRADE le®
EXISTING 1 FL CONTOUR
EXISTING INDEX CONTOUR
PROPOSED DRAINAGE FLOW ARROW (DIRECTION)
FINISH FLOOR TEVATION
STORM STRUCTURE
SANITARY STRUCTURE
GRADE BREAKLINE
'HOLEY MOIEY ' 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
FFE =800.0
733
503
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
UTIUTIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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- 10504920
STATE OF
IL�
11-2
-N
Drawn By: STA
Checked *. CMW
Quality Assurance' TLS
Scale
0 Scale: 1' = 30'
Sheet
C301
Date
11-24 -06
Project Number
990433 -10400