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METER
PIT
GPENVILLE
STREET
GRENVILLE STREET
UNIVERSITY CRESCENT
[8"s]
B440
RIM: TC 900.31
GRADING PLAN NOTES
1. 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.
2. TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR
SODDED PER THE SPECIFICATIONS.
3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS
AVAILABLE.
4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE
SHOWN.
5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE
SHOWN.
6. 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.
GRADING PLAN LEGEND
UNE TYPE SYMBOL
HOLEY MOLEY SAYS CALL
AT LEAST TWO FULL
WORKING DAYS BEFORE
YOU DIG IT'S THE LAW
DESCRIPTION
MATCH EXISTING ELEVATION
PAVEMENT SPOT GRADE
GROUND SPOT GRADE
CURB AND GUTTER GRADE
FLOW DIRECTION AND GRADE
H:V RATIO GRADE
PIPE INVERT ELEVATION
STRUCTURE'S RIM ELEVATION
TOP BOTTOM OF WALL
ELEVATION
UNE TYPE SYMBOL
F.F.E.
H.P1.
L.Pt.
NOTES:
SEE EXISTING CONDITIONS PLAN FOR EXISTING GRADING FEATURES LEGEND.
BENCHMARK DATA
PROJECT BENCHMARK:
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. +7 -100' SOUTH
OF CLARIDGE FARM ENTRANCE.
ELEVATION 893.39
1 800- 382 -5544
CALL TOLL FREE
1 800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
DESCRIPTION
SWALE
POND BOTTOM
POND NORMAL POOL
POND TOP OF BANK
FINISHED FLOOR ELEVATION
HIGH POINT
LOW POINT
INTERMEDIATE CONTOUR
INDEX CONTOUR
SITE BENCHMARK:
REBAR WITH PLASTIC CAP AT NORTHEAST MOST CORNER
OF BLOCK A OF VILLAGE OF WEST CLAY SECTION 3004
VILLAGE CENTER AT SOUTHWEST CORNER INTERSECTION OF
UNIVERSITY CRESCENT AND ACADEMY LANE.
ELEVATION 902.15
SCALE:
1 30'
SHEET No.
PE19500055
t STATE OF i
Atikirmai
111 4' 1 11 {1 1
rB
2001 1415.01
DATE:
12- 03 -2001
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