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904.97\
905 93- -_E
.= 907.26
895 30 _
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STR. TYPE
STR. #
T.C.
INV. IN
INV. OUT
DEPTH
STIR. SIZE
CASTING TYP
PIPE SIZE
DIR. OF PIPE
THICKNESS
CONCRETE END SECTION
402
LJ
903.30
903.30
12
SE
Z
YARD INLET
403
908.50
905.00
905.00
2.35
24X24
R-4342
12
NW
1.75
CONCRETE END SECTION
404
W\
903.30
903.30
o
~
o Y
18
SE
Z
CURB INLET
405
908.12
903.37
903.37
3.08
36X36
R -3501
18,18
NW,E
2
CURB INLET
406
908.12
903.40
903.40
3.05
30X36
R -3501
18,18
W,E
2
YARD INLET
407
907.80
903.53
903.53
2.60
30X30
R-4342
15,18,18
N,W,E
2
CURB INLET
408
908.47
904.38
904.38
2.68
30X30
R -3501
15,15
N,S
1.875
YARD INLET
409
908.47
904.47
904.47
2.59
30X30
R-4342
15
S
1.875
CONCRETE END SECTION
410
W
903.30
903.30
n
24
NE
0
CURB INLET
411
908.85
903.47
903.47
3.17
36X36
R -3501
21,24
NE,SW
2.5
CURB INLET
412
908.85
903.56
903.56
3.08
36X36
R -3501
21,21
NE,SW
2.5
YARD INLET
413
909.00
904.00
904.00
3.06
36X36
R-4342
21,21
N,SW
2.25
YARD INLET
414
910.00
904.78
904.78
3.28
30X36
R-4342
18,21
NW,S
2.25
CURB INLET
415
909.91
905.21
905.21
3.03
30X30
R -3501
18,18
W,SE
2
CURB INLET
416
909.91
905.30
905.30
2.94
24X30
R -3501
12,18
W,E
2
YARD INLET
417
908.50
905.69
905.69
1.66
24X24
R-4342
12
E
1.75
CONCRETE END SECTION
418
904.10
904.10
18
SW
YARD INLET
419
909.00
903.96
903.96
3.37
24X24
R-4342
18,18
NE,W
2
YARD INLET
419A
908.70
903.72
903.72
3.31
24X24
R-4342
18,18
W,E
2
CONCRETE END SECTION
420
904.10
904.10
21
W
CURB INLET
421
909.21
905.06
905.06
2.21
30X36
R -3501
18,21
W,E
2.25
CURB INLET
422
909.21
905.15
905.15
2.39
30X30
R -3501
15,18
NW,E
2
YARD INLET
423
909.00
905.62
905.62
1.97
24X30
R-4342
12,15
SW,SE
1.875
YARD INLET
424
909.00
906.27
906.27
1.58
24X24
R-4342
12
NE
1.75
T.O.B.= 909.35 4 4 T.O.B.= 909.35
-11 11-
- SPILLWAY
15' -0" 907.35
WEIR
EMERGENCY SPILLWAY LAKE #2
NOT -TO -SCALE
TBM # 9
RAILROAD SPIKE, UP 1'± ON THE WEST SIDE OF A
POWER POLE # 13423, LOCATED ALONG THE SOUTH
SIDE OF STONE DRIVE TO ADDY # 13405 AND TOWNE
ROAD EAST SIDE OF TOWNE ROAD.
ELEVATION: 908.59'
S &A #2
RAILROAD SPIKE, UP 1'± ON THE WEST SIDE
TELEPHONE POLE, LOCATED 136TH ST., 3RD POLE ON
THE NORTH SIDE AND TOWNE ROAD.
ELEVATION: 907.84'
T. 0. B.
ELEV. = 909.35
EXISTING GRADE
T.O.B.
ELEV. = 909.35
BOTTOM = 896.10
CROSS SECTION "A " - "A"
LAKE #2
NOT -TO -SCALE
11 SURFACE
8 BINDER
5"#53 STONE
PROPOSED 6" S.S.D. INTO
EXISTING SWALE.
PROPOSED 70'
HALF R/W
15'
Q
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LEGEND
EMERGENCY FLOOD ROUTE
-848 - - EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
848.0 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.P.G. =XXX.X
LOT NUMBER
PAD ELEVATION
PAD SIZE 80'Wx70'D
(UNLESS OTHERWISE NOTED)
MINIMUM FLOOD PROTECTION GRADE
SCALE: 1 "= 50'
```Illllllflfflf�f,
0.RINE,
• ...............'49�
No.
10200495
STATE OF = C"
''''�ffl /IIHgU1 \A`\
DENOTES 4" SUBSURFACE DRAIN TO LOT
---F- DENOTES 6" SUBSURFACE DRAIN
ROLL CURB
NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS,
LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE
RIGHT -OF -WAY.
NOTE: A DEBRIS GUARD SHALL BE INSTALLED ON ALL UPSTREAM OPEN -ENDED
INLETS AND AT THE POND OUTFALL PIPE.
NOTE: NO PROPOSED DRIVEWAY SHALL ENCROACH ON ANY SIDEYARD EASEMENT.
NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT,
CURBS, OR SIDEWALKS.
NOTE: ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW
PAVEMENT (FOR WIDENING) IS TO BE INSTALLED ADJACENT TO EXISTING
PAVEMENT.
NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF -WAY SHALL
CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
NOTE: THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO
SCHEDULE A PRE - CONSTRUCTION MEE TING TO REVIEW THE DEPARTMENTS
CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED
INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE
AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING
AND PROPOSED CITY RIGHT -OF -WAY.
NOTE: FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES SHALL BE NO LESS THAN 2'
ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATION
WHICHEVER IS GREATER).
EARTHWORK:
;, 1. EXCAVATION
t J
• tac.- .01E A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
r. excavated material not required shall be removed from the site.
YB. 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
Py fill needed.
c.
r•- MT; �� 2• REMOVAL OF TREES
A. All trees and stumps from area to be occupied by a road surface area and building pad. Trees and
y.y stumps shall not be buried on site.
F` 3. PROTECTION OF TREES
I A. The Contractor shall, at the direction of the Developer• endeavor to save and protect trees of value
1 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
! i A. All topsoil shall be removed from oil 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.
.t. .,
„` 5. UTILITIES
(f ".
�� f: ± A. Rules and regulation governing the respective utility shall be observed in executing all work under
_ this section.
� J•
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 fret 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, 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
T 8' PROPOSED 1.5" HMA
3' STONE SHOULDER #11 SURFACE
6" - #73 STONE EXISTING STONE
SHOULDER
SLOPE 1/4",/FT.
EXISTING GRACE
EXISTING PAVEMENT
SUBSURFACE DRAIN-
(DOUBLE OUBLE WALL RANCOR
HI -Q OR EQUIVALENT)
1& 17.5° PAVEMENT COMPOS
5" - H.M.A. #11 SURFACE SECTION "B " - "B"
2" - H.M.A. #8 BINDER
3" - H.M.A. #5D BASE NOT -TO -SCALE
7" - #53 COMPACTED STONE
4" - #2 STONE
"HOLEY MOLEY"
SAYS:
1-800-382-5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
1- 317 -571 -2648
CAUTION
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
FOR WHICH THERE IS NO ABOVE GROUND
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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SHEET NO.
C200
JOB N0.4870052