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6"-
FUTURE SECTION
EXISTING GRADE
T. 0. B.
ELEV. = 910.00
4
T.O.B.= 910.00 3 3 T.O.B.= 910.00
— SPILLWAY
32' -0" 907.97
WEIR
EMERGENCY SPILLWAY LAKE #1
NOT -TO -SCALE
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LEGEND
EMERGENCY FLOOD ROUTE
—848 — — EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
s4s.o PROPOSED GRADE
84&— PROPOSED CONTOUR
PROPOSED SANITARY SEWER
�— PROPOSED STORM SEWER
'aao— PROPOSED SWALE
PROPOSED 5' SIDEWALK
(BY HOME BUILDER)
PROPOSED 10' PATH
14
902.80
M.F.F.= 903.50
LOT NUMBER
PAD ELEVATION
PAD SIZE 80'Wx7O'D
(UNLESS OTHERWISE NOTED)
SCALE: I"= 50'
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10200495
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35' PROPOSED
3 GRADE
REAR YARD 1 E
SWALE. 1.00% SLOPE
EXISTING
GRADE
PARTIAL PAD DETAIL
N.T.S.
DENOTES 4" SUBSURFACE DRAIN TO LOT
- — DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
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C° _ NOTE: A DEBRIS GUARD SHALL BE INSTALLED
° - I ON ALL UPSTREAM OPEN ENDED INLETS
vM AND AT THE POND OUTFALL PIPE.
BOTTOM = 894.90
CROSS SECTION "A" - "A"
LAKE #1
NOT –TO –SCALE
A. Rules and regulation governing the respective utility shall be observed in executing all work under
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this section.
- v e
B. It shall be the responsibility of the Contractor to determine the location of existing underground
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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
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T. o. B.
EARTHWORK-
VAR. D.U.&S E. –& i
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R9POS D I
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1. EXCAVATION
L. M. A. E.
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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
6 P A
not remove his equipment from the site until the Engineer has verified that the job meets the above
Provide a n d plac e any a dditional fill material f rom offsite as may be necessar y to produce the grades
FORM \EARTHWRK "HOLEY MOLEY"
5;
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
LOCATION OF ALL EXISTING UNDERGROUND
TBM # 9
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
UPON ABOVE GROUND EVIDENCE. (including,
RAILROAD SPIKE, UP 1'± ON THE WEST SIDE
fill needed.
POWER POLE # 13423, LOCATED ALON THE SOUTH marks made upon the ground by others.) AND
SIDE OF STONE DRIVE TO ADDY # 13405 AND
TOWNE ARE SPECULATIVE IN NATURE. THERE MAY ALSO
ROAD EAST SIDE OF TOWNE ROAD.
BE OTHER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND
2. REMOVAL OF TREES
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and
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SHOULD BE VERIFIED BY THE CONTRACTOR
stumps shall not be buried on site.
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` 3. PROTECTION OF TREES
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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. shall be consulted with
In the event cut or fill exceeds 0 5 foot over the root area the Developer
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respect of protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
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A. All topsoil shall be removed from all areas to be excavated.
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Topsoil should be stored at a location where it will not interfere with
–
construction operations. The topsoil shall be free of clebris and stones.
5 UTILITIES
BOTTOM = 894.90
CROSS SECTION "A" - "A"
LAKE #1
NOT –TO –SCALE
RAILROAD SPIKE, UP 1 ± ON THE WEST SIDE
TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON
THE NORTH SIDE AND TOWNE ROAD. 1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
ELEVATION: 915.88'
1 - 317 -571 -2648
CALL CARMEL UTILITIES
(FOR WATER MAIN LOCATIONS)
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A. Rules and regulation governing the respective utility shall be observed in executing all work under
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this section.
- v e
B. It shall be the responsibility of the Contractor to determine the location of existing underground
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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
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A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
T. o. B.
to subgrade as shown on the drawing.
ELEV. = 911.00
4
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas
4
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, 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.
FORM \EARTHWRK "HOLEY MOLEY"
5;
SAYS: CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
TBM # 9
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
RAILROAD SPIKE, UP 1'± ON THE WEST SIDE
OF A but not limited to, manholes, inlets, valves, &
POWER POLE # 13423, LOCATED ALON THE SOUTH marks made upon the ground by others.) AND
SIDE OF STONE DRIVE TO ADDY # 13405 AND
TOWNE ARE SPECULATIVE IN NATURE. THERE MAY ALSO
ROAD EAST SIDE OF TOWNE ROAD.
BE OTHER EXISTING UNDERGROUND UTILITIES
FOR WHICH THERE IS NO ABOVE GROUND
ELEVATION: 916.63'
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
S &A #2
> — 800 - 382 -5544 OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
CALL TOLL FREE PRIOR TO ANY AND ALL CONSTRUCTION.
RAILROAD SPIKE, UP 1 ± ON THE WEST SIDE
TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON
THE NORTH SIDE AND TOWNE ROAD. 1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
ELEVATION: 915.88'
1 - 317 -571 -2648
CALL CARMEL UTILITIES
(FOR WATER MAIN LOCATIONS)
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