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EXISTING
SECTION I
LEGEND
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STR. NO.
EXISTING CONTOUR
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EXISTING
SECTION I
LEGEND
TYPE
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EXISTING GRADE
STR. NO.
EXISTING CONTOUR
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EXISTING STORM SEWER
859.46
EXISTING SANITARY SEWER
CURB INLET
EXISTING WOODS
859.38 (N) (S)
UNDERDRAINS CONTINUOUS CONNECT
CURB INLET
INTO STORM CASTING ONLY.
858.72(W)(E)
PROPOSED SANITARY SEWER
873
PROPOSED STORM SEWER
-•--000 -.---
PROPOSED SWALE
es5
PROPOSED CONTOUR
ss.so
PROPOSED 4" S.S.D. LATERAL INV.
863.1
PROPOSED ELEVATION
M.F.G.
MIN. FINISH FLOOR (BY HOME BUILDER)
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EXISTING S.S.D. LATERAL
CONTRACTOR SHALL NOTIFY STEVE KALK OF INDIANA GAS CO.
@ 776 -5594 FOR LOCATION AND VERIFICATION OF DEPTH OF
EXISTING GASMAIN PRIOR TO ANY WORK BEGINNING,
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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 off site 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.
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.
B. 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. Removal of topsoil to a depth of 6 inches (or more if required by Engineer) from all areas to be
excavated or filled. 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 conditions of active utilities. For utility locations to be marked call Toll Free 1 -800- 382 -5544
within Indiana or 1 -800 -428 -5200 outside Indiana.
C. The Engineer shall not be responsible for any damage caused by an erroneous location shown or
by the omission of utility location on these plans.
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 0.10 feet above established subgrade. All other
areas shall not exceed 0.10 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, so
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.
SCALE I " =50'
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TYPE
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INVERTS
STR. NO.
873
CURB INLET
863.22
859.46
874
CURB INLET
863.22
859.38 (N) (S)
877
CURB INLET
863.02
858.72(W)(E)
878
CURB INLET
863.02
859.00
879
MANHOLE
863.50
857.71(W)(S) 858.52(E)
880
CURB INLET
864.07
858.57(N)(E)
881
CURB INLET
864.07
858.65(W) (E)
882
YARD INLET
861.10
859.24
883
YARD INLET
859.50
857.95
884
YARD INLET
862.00
858.90 (N) (SW)
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