HomeMy WebLinkAbout0612.95.6The 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 0009 C. dated May 19. 1981.
Utility laterals were unable to be located in the
field. Shown herewith, the lateral connections
may_ c>!ff MUD
LE IN STREETS FROM TRUCKS
LEAVING LOT TO BE CLEANED AT THE
END OF EACH DAY.
EROSION CONTROL 5PECIrICATION5
1) Thus plan is des,"d as an attempt to prevent any and
ag sediment from leaving the construction site by way of
erosion. If erosion of sediment from the site is taking
place. the owner shag take preventative action
Immediately. The engineer shed be consulted in the
event this happens.
2) Temporary seeding is to be applied to any graded area
that will remain unaltered for an extended period of
time
3) Permanent seeding Is to be applied immediately to areas
that have achieved final and finished grade.
4) Preserve existing vegetation on the site whenever and
wherever possible to prevent topsoil erosion.
53 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) K grading occurs during December. January, February
dormant seeding procedures shed be used.
B) During dry weather, keep lawns watered with sprinklers or
other approved methods. Reseed any areas not germinating
or damaged at intervals as may be required according to
seasoad condition and /or construction activity. Water
grass and execute necessary weeding until full staid of
grass has been obtained.
q) The implementation and maintenance of the erosion control
ms the sole responsibility of the contractor and /or
owner.
10) it shag be the contractor and /or owners responsibility
to ON a sedimentation C(rom on -site construction
activities) from being deposited onto adjacent properties
and receiving streams /ditches in strict compliance with
Rule 5' (327 LAC 15 -5. construction activity stormwater
runoff contro0. It shag also be the contractors or
owners responsibility to obtain any approvals required from the local authority and to submit a complete notice
of intent letter to the office of water management.
Ind mime Department of fnvrormentd Management prior to
any construction activity.
11) Refer to the Erosion Control Plan for Bayhil. section 3 -5.
by Schneider Engineering Corporation for specific information
Pertaimg to erosion control for the site.
STRAW BALES TO BE USED WHERE
NEEDED TO KEEP MUD OFF OF STREETS
AND OUT OF STORM SEWERS.
I
UUN I UIG BLIND"
Coil Monday through Friday -7 AM to 6 PM
1 -800 1 -800
382 -5544 428 -5200
Within Indiana Outside Indiana
Per Indiana State Law IS -69 -1991, it is
against the Law to excavate without
notifying the underground location service
two (2) working days before commencing
work.
I^ VARIA _ VARIAUIE
A IABLE ARldgl.E -
„u -1
_ _ -GRADE AS SIIOWN
ON PLANS
ADDRESS: TYPICAL SVV14LE SEC 710N_
(NO SCALE)
12070 Bayhill Drive
IPa Y TO 6E H IGW K �INa A�ANpND TV ED F` Ui, CURB. S1O
pR1vEWA ' E L
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NC DE IS USED IN DFtIV��N _
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762.0 5_
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SAN. M.H. #4
TC= 758.6
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/56.0
ILL DRIVE , - --
BA D '00,00„
_ 57 5 0 p�. 25,
/56.0
1 1 1 15' D.U. & S.E.
_
3 5' B.S.L.
arc �
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11.0' �� �q o0 13. 3' cn U" Ca
2.00 (,l CA
756.5 �! 8.00'
98 8S 1 6.33'
E
9.05' J PROPOSED �S9U5 w
/ F.F•E 24.5'
1 � 0 BSMT FF ao00'
0
0 0.33'
Q0 . � f "� 33' 6.33'rn -
0 6.33' 6� o 754 7
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� 755.4 \ 757.7
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ABSoL.uTEL -'y /VO Co1J5TR0tTl&A1 TRAFiIG
IS ro ENTER Lot p)eonA CoMillAoll AREA ----- - - - -�-
Q756:
I FC;FNF): I
Existing Elevation
Proposed Elevation
- - -y Drainage Flow
--- - -- - -- Sub- surface drain
and sump line
Water line + lat.
Storm Sewer line
- - - - San. Sewer line + lat.
Scale: 1" = 30'
Prepared For:
RICK ARNETT
LOT 168. BAYHILL, SECTION 3 -B, HAMILTON COUNTY, INDIANA
No G'RAOI«/Cs .s 'ro BE
iDOA/ E lid r"15 A R 6 6,
590`00'00 "E
135.0 ' CoM#AaA/
Plot Plan
7560
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755.2
Lot #68 in BAYHILL. Section 3 -B. a subdivision in Hamilton
County. Indiana. d5 per plat thereof, recorded as Instrument `
No. 9534420. in P_C_ No. 1. Slide No. 544. in the office of
the Recorder of Hamilton County. Indiana. 95
"S a AS
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e I�
ALLAN H. WE/HE -REG P -IN 18827
95 -751
11lN HY: WEIHE ENGINEERS, INC. LL
J.A.Y. 10505 NORTH COLLEGE AVENUE AAN H WE1HE. P.E.. I.S.
XXED BY: INDIANAPOLIS, INDIANA 46280 PRESIDENT
(317) 846 -6611 MICHAEL L. DeHOY. L.S.
Z VICE - PRESIDENT
06 -30 -95 CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS