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LEGEND
EMERGENCY FLOOD ROU rE
—848 — — EXISTING CONTOUR
EXISTING SANITARY SEW[ __R
_ —o-- = EXISTING STORM SEWER
848 -o PROPOSED GRADE
e4s-- PROPOSED CONTOUR
PROPOSED SANITARY SEWER
�- PROPOSED STORM SEWER
:aaa -- PROPOSED SWALE
PROPOSED 5' SIDEWALK
(BY HOME BUILDER)
PROPOSED 10' PATH
14
902.80
M.F.F.= 903.50
M.F.P.G.
LOT NUMBER
Y I Q (Y I Y f Y I Y (Y ( m
1 ® Y
H
a
N " -�, � " \ � tl-{
N p Q
SCALE: 1 "-- 50' M N °
PAD ELEVATION
PAD SIZE 80'Wx7O'D ` "%' %�0� BIN �����''�i,�
(UNLESS OTHERWISE NOTED) ��I,� ,.........E& ,, �,,�
>Q�.P� \STEREO, iG
No.
MINIMUM FLOOD PROTECTION GRADE 10200495 __
NO OPENING (DOOR,
-o `-. STATE
OF -'
0 WINDOW, NDOW,
w:
•. NDIA. -- :*
BASEMENT ACCESS, ETC.) SHALL BE -,,'�c ••....•...•.•• v�,.`
LOWER THAN M.F.P.G. �%
��'�� SS�ONAL E� _, :4,
{{{
35' PROPOSED
3
1 7
(—
7 GRADE
REAR YARD
SWALE. 1.00% SLOPE .
EXISTING I
J
GRADE
PARTIAL PAD DETAIL
N.T.S.
DENOTES 4" SUBSURFACE BSU FACE DRAIN TO LOT
--0- DENOTES 6" SUBSURFACE DRAIN
f i ROLL CURB
NOT SIGNS, SPRINKLER E DECORATIVE E S G S, S NKLER 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 OUTFACE PIPE.
r1�
W
U
RAILROAD SPIKE,
\
•{ } EARTHWORK:
'.
\ ;.".
1, �`` -:[1.
` f
EXCAVATION
�(!
Q
ELEVATION: 907.84'
SAYS:
' "-
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
t ,
a� t., �---��
excavated material not required shall be removed from the site.
I
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UPON ABOVE GROUND EVIDENCE. (including,
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B. Provide and lace an additional fill material r
f om offsite a
P Y s may be necessary to produce the grades
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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 an costs for
FOR WHICH THERE IS NO ABOVE GROUND
11
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— 800 -382 -5544
OF SAID EXISTING UNDERGROUND UTILITIES
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A. All trees and stumps from area to be occupied by a road surface area and building ad. Trees and
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stumps shall not be buried on site.
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PROTECTION OF TREES
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and worth which do not impair construction of improvements as designed.
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respect of protective measure to be taken, if any, to preserve such trees.
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REMOVAL OF TOPSOIL
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construction operations. The topsoil shall be free of debris and stones.
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UTILITIES
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A. Rules and regulation governing the respective utility shall be observed in executing oil work under
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this section.
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utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
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A. Do all cutting, illip compacting of fills and rough grading required to bring entire
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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
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that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
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not remove his equipment from the site until the Engineer has verified that the job meets the above
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RAILROAD SPIKE, UP 1'± ON THE WEST SIDE OF A
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ELEVATION: 908.59'
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SCALE: 1 "-- 50' M N °
PAD ELEVATION
PAD SIZE 80'Wx7O'D ` "%' %�0� BIN �����''�i,�
(UNLESS OTHERWISE NOTED) ��I,� ,.........E& ,, �,,�
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No.
MINIMUM FLOOD PROTECTION GRADE 10200495 __
NO OPENING (DOOR,
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OF -'
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BASEMENT ACCESS, ETC.) SHALL BE -,,'�c ••....•...•.•• v�,.`
LOWER THAN M.F.P.G. �%
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35' PROPOSED
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7 GRADE
REAR YARD
SWALE. 1.00% SLOPE .
EXISTING I
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GRADE
PARTIAL PAD DETAIL
N.T.S.
DENOTES 4" SUBSURFACE BSU FACE DRAIN TO LOT
--0- DENOTES 6" SUBSURFACE DRAIN
f i ROLL CURB
NOT SIGNS, SPRINKLER E DECORATIVE E S G S, S NKLER 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 OUTFACE PIPE.
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RAILROAD SPIKE,
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EXCAVATION
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ELEVATION: 907.84'
SAYS:
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A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
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excavated material not required shall be removed from the site.
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UPON ABOVE GROUND EVIDENCE. (including,
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B. Provide and lace an additional fill material r
f om offsite a
P Y s may be necessary to produce the grades
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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 an costs for
FOR WHICH THERE IS NO ABOVE GROUND
fill needed.
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— 800 -382 -5544
OF SAID EXISTING UNDERGROUND UTILITIES
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REMOVAL OF TREES
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A. All trees and stumps from area to be occupied by a road surface area and building ad. Trees and
9
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
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and worth which do not impair construction of improvements as designed.
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respect of protective measure to be taken, if any, to preserve such trees.
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REMOVAL OF TOPSOIL
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 debris and stones.
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UTILITIES
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A. Rules and regulation governing the respective utility shall be observed in executing oil work under
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this section.
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B. It shall h r
a be the responsibility of the Contractor t o determine the I
P Y ovation of existing stn underground
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utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
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1- 800 - 382 -5544 within Indiana or 1- 800 - 428 -5200 outside Indiana.
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SITE GRADING
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A. Do all cutting, illip compacting of fills and rough grading required to bring entire
9 9• P 9 9 9 9 q g project area
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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
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of banks and other breaks in grade.
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that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
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not remove his equipment from the site until the Engineer has verified that the job meets the above
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tolerance.
FORM \EARTHWRK 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'
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EMERGENCY SPILLWAY LAKE #1
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BOTTOM = 896.10
CROSS SECTION "A " — "A"
LAKE #1
NOT -TO -SCALE
Registered Land Surveyor
No. 900017
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ASBUILT GRADE ELEV.
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900017
STATE OF
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" 11,111 111001
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.
"HOLEY MOLEY"
ELEVATION: 907.84'
SAYS:
CAUTION
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LOCATION OF ALL EXISTING UNDERGROUND
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UTILITIES SHOWN ON THIS PLAN ARE BASED
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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
— 800 -382 -5544
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
CALL TOLL FREE
PRIOR TO ANY AND ALL CONSTRUCTION.
— 800 - 428 -5200
FOR CALLS OUTSIDE OF INDIANA
1 -3 > 7 -571 -2648
CALL CARMEL UTILITIES
(FOR WATER MAIN LOCATIONS)
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JOB NO. 48700S1