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LEE 2 THE STATION IS LOCATED APPROX. 2.5 MILES NORTHEAST OF
ZIONSVILLE; AT THE INTERSECTION OF SHELBOURNE AND WEST
131ST STREET; IN THE SE 1/4 OF THE INTERSECTION; SET IN
TOP OF A CONCRETE POST, LEVEL WITH THE ROADWAY; A
DEPARTMENT OF NATURAL RESOURCES BRASS CONTROL STATION
TABLET, STAMPED "LEE 2 AZI 1989 N.A.V.D.
ELEV.= 917.518
R.R.S. #1 (S&A) SET W. SIDE OF PWR POLE ON THE
E. SIDE OF TOWNE ROAD APPROX. 600'± S. OF 141ST STREET
POLE #198293
ELEV.= 912.91
R.R.S. #2 (S&A) SET S. SIDE OF PWR POLE, 4TH POLE WEST
OF TOWNE ROAD ON N. SIDE OF 141ST STREET
POLE #198293
ELEV.= 913.80
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREES
A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and
stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
8, in the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect of protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas to be excavated.
Topsoil should be stored at a location where it will not interfere with
construction operations. The topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1- 800 382 -5544 within Indiana or 1- 800 428 -5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas
shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, sr:
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
FORM \EARTHWRK
0
NC.
IN
90
D
21
SECTION
E.
EX.
36"
INLET J
RIM-911,90
INV.= 9:07,99 W.
INV.= 907.99 E.
MANHOLE
T.C.= 914.49
INV.= 907.77 W.
INV.= YU
EX. 36"
CURB INLET w /MH
T.C.= 913.07
INV.= 907.68 NW.
INV.= 907.68 E.
T.C.= 915.72
NV.=899.08 S..
fNV.= 899.11 N.
EX. 36"
GJTKB INLET
T.C.= 913.48
INV.= 907.49 W.
INV.= 907.49:E.
YARD INLET
RIM 911.95
INV.= 907.29 N.
INV.= 907.29 S.
INV.= 907.29 E.
EX. 36"
\SI
YARD INLET
RIM 911:94
INV.= 901:7.39 W.
IN V.=907.39 S.
INV. =907.39 NE.
CURB INLET w /MH
3:.C.= 912.97
INV.= 906.93. W.
INV. 906.93 E.
MANHOLE
T.C.= 914.49
INV.= 902.90 S:>
INV.= 902.85 N.
EX. 36"
CURB INLET w /MH
T.C. 9/3..04
NV.= 906 :86 W.
INV. 906..86 E.
CONC. END. SECTION
INV. =906 53
EX. LAKE
N.P. 906.5'
2 'YEAR ELEV. 90.8:06
o;. YEAR ELEV.= 90937
100 YEAR ELEV.= 911:13
BOTTOM ELEV. =898.5
SCALE: 1"= 60'
CONC. END S
INV.=906.49
INV; 906.58 E.
CTION
"EX. 15"
CONC. END CTION
YARD INLET
RIM 913.00
INV.= 906.29 NW.
INV.= 906.29 SE.
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