HomeMy WebLinkAbout0596.95.11The subject property does not lie within a Special
Flood Hazard Zone as plotted by scale on the Federal
Emergency Management Agency. National Flood Insurance
Program. Flood Insurance Rate Map Community -Panel
Number 180081 0309C. dated May 18. 1981
NOTE: Utility laterals are shown based upon
approximate locations taken from the development
plan and may vary from their actual location.
EROSION CONTROL SPECIFICATIONS
1) This plan M de*Vmd as an attempt to prevent any and
all sediment from le" the construction site by ray of
erosion. If erosion of sediment from the site is taking
place, the owner shall take preventative action
immediately. The engineer shot be consulted in the
event this happens.
2) Temporary seed,g Is to be applied to any graded area
that will remain unaltered for an extended period of
time
3) permanent seedlg is to be applied Immediately to areas
that have achieved find and finished grade.
4) Preserve existing vegetation on the site whenever and
wherever possible to prevent topsoil erosion.
5) All sediment capturing measures are to be Implemented
prior to the disturbance of the construction area they
are intended to service.
G) All erosion control measures proposed are to be properly
maintained to continue their effectiveness.
7) IT grading occurs dung December. January. February
dormant seeding procedures shell be used.
8) During dry weather. keep lawns watered with sprinklers or
other approved methods. Reseed any areas not germinating
or damaged at ntervds as may be required according to
seasonal conditi m and/or construction activity. Water
gross and execvte necessary weeding until full stand of
grass has been obtained.
q) The implementation and maintenance of the erosion control
is the sole responsibility of the contractor and /or
owner.
10) It shd be the contractor and /or owners responsibility
to minimize sedimentation (from on -site construction
activities) from berg deposited onto adjacent properties
and race" streams /ditches in strict compliance with
'Rule 5' (327 AC 15 -5. construction activity stormwater
runoff control). It shall also be the contractors or
owners responsibility to obtain any approvals required
from the local authority mid to submit a complete notice
of intent letter to the office of water management.
Wiens Department of Enviromnentd Management prior to
any construction activity.
11) Refer to the Erosion Control Plan for Wndponte
section 4. by 5chwA*r Engineering Corporation for
specific information pertaining to erosion control for the site.
Scale: 1' = 30'
ADD(Z ESS : /2o// INC)OD S
BAY DIZI\1E
ALL MUD IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT THE
END OF EACH DAY.
O
O
O
O
FTi
V)
CA
VARIABLE VARIABLE
VADIA01 BLE
—T
�__ _— GRADE AS SNOWN
ON PLANS
TYPICAL SWALE SECTION
(NO SCALE)
"DON'T DIG BLIND"
Coll Monday through Friday -7 AM to 6 PM
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
Per Indiana State Low IS -69 -1991, it is
against the Law to excavate without
notifying the underground location service
two (2) working days before commencing
work.
N.00
°00'00 "W.
140.29'
Existing Elevation
10' D. U.
& S. E.
— - -y
X81
- - - - -- Sub- surface drain
and sump line
M
Ui
Water line + lat.
778.2
- -- Storm Sewer line
M
774.0
To EP430RE TWAT MAmmvi E CASTwis, is
/
35.0'
z
- rlmAl. FlAllsu 6RA09 /S rESTi►B4sH� p --�
19.33'
O
4.33'
WOOD 773.9
O
0 16.00'
O
DECK
n 774.0
.33'
N IJ 25.67'
0 0 o
13.33'
J
to
N
o n o
_
N
O
LEGEND:
Existing Elevation
Proposed Elevation
- - - - -� Drainage Flow
X81
- - - - -- Sub- surface drain
and sump line
Water line + lat.
- -- Storm Sewer line
— — - - -- San. Sewer line J- lot.
NoTE; IT SMALL. BF BWGDER�S RrspeAtsla,117-y
To EP430RE TWAT MAmmvi E CASTwis, is
ADJu.STIo To PROPP -a ELEVA7,10d W141AI
- rlmAl. FlAllsu 6RA09 /S rESTi►B4sH� p --�
Un PROPOSED HOUSE /�`, M
17,3' F.F.F. _ = 784.5 35.0'
,57 7 3.12' B.S.M.1 F.F.E. =F7 7-4 _-5]
3.33' ^, 35s ' 00
6) 20.00' W aa 4 P( 11 a . PROPOSED LP
t
a ``i DRIVE
I J " 781.7 Z/
/ 1 J 6.00' 6.00' 1 782.7 AAIAJ �a
tin
781.81
in 10.67' own — —
782.
A�
4i / 140' B. L. / 0.
25' D.I.J., & S.F.
SPN'y�8��p0 —
tic _ 1 gG o
74.1,4 _ 6- to
S.00-00,14
.00 00 00 E. SANITAR SE
OVER
S.S.D. /
STRAW BALES TO BE USED WHERE
NEEDED TO KEEP MUD OFF OF STRE S X19. WOODS IBAY PLACE
AND OUT OF STORM SEWERS.
_ WATER LINE _
SIDEWALK TO BE 8" THICK THRUI
DRIVEWAY, EXPANSION JOINT MATERIAL
TO BE USED BETWEEN WALK AND CURB.
(WALK ANC DR;VE AND DRI v L AND , 'URB
Plot Plan JE CONCRETE IS USED IN DRIVEWAY.)
LOT #84 WINDPOINTE, SECTION 4, a subdivision in Hamilton County, Indiana,
as per plot thereof, recorded as Instrument #9534422in P.C. #1, SlideJ545� iI)' `:
in the Office of the Recorder of Hamilton County, Indiana. 4-Z4.)-19.b `v ` ° 0 ?cz
iAPPR eV >E a A3 44.j, r
or
•w n . .....
ALLAN H. WEIHE —REG P.E. —IN 18827 1F.B. PAGE
Prepared For- OB NO.
r
95 -667 WEIHE ENGINEERS, INC.
ARNETT CUSTOM HOMES DRA.N"
D.T.R. 10505 NORTH COLLEGE AVENUE ALLAN IL *LINE. P.L.. L.S.
INDIANAPOLIS, INDIANA 46280 PRESIDENT
D.T.R. (317) 846 -6611 VIC -PR 6 D.BDY, LS.
VICEPRG4IDLNT
A
LOT 084 WINDPOINTE, HAMILTON COUNTY, INDIANA 8 -27 -95 CIVIL LNCINEERS LAND SVRVEYORS LAND PLANNERS