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AREA FOR F RE BUILDINGS AND /OR
FUTURE
VILLAGE OF WESTCLAY
MEETING HOUSE
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EXPANSION iF COMMON PARKING LOT
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EXISTING
VILLAGE OF WESTC AY
VILLAGE CENTER
BLOCK "C"
EXISTING VILLAGE OF Of WEST AY
VILLAGE CENTER B.JCK.
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AREA FOR FUTURE BUILDINGS
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COMMON PARKING LOT
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EXPANSION OF .COMMON PARKING LOT
CURB INLET
CONSTRUCTION SEDIMENT
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URE .BUILDINGS. AND /OR
EXISTING
VILLAGE OF WESTCLAY
VILLAGE CENTER
BLOCK "E"
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NOTE:
TEMPORARY SEED ALL DISTURDED AREAS OR
WHERE INSUFFICIENT VEGETATION .EXISTS.
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TEMPORARY
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ENTRAN
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HOLEY MOLEY SAYS
"DON'T
DIG
BLIND"
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 -800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW 1S- 69- -1991.
I T IS AGAINST THE LAW TO EXCAVATE
WITHOUT NO11FYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
'lc/A
ASSUMED NORTH
SCALE: 1"=30'
.1L-JECTIENIE)
VILLAGE OF WESTCLAY
FUTURE SECTION
14
15
HATCH PATTERN DENOTES TEMPORARY SEEDING
HATCH PATTERN DENOTES PERMANENT SEEDING
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
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ff.331ENCIFIEMIAIRIK.
15
1
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TBM #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE.
FARM ENTRANCE.
ELEVATION 893.39
OraNiEIRAL, "NCITIES
Revisions
EROSION CONTROL AND SEQUENCING
1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES,
SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR
EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING
OR STRIPPING.
2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION
ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF
EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING
TRACKED OR WASHED INTO EXISTING ROADWAYS.
3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION,
INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL
MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL
VEGETATION SHALL BE RETAINED AND PROTECTED. AS
GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE
DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF
CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP
SEDIMENT CONTAINED ON SITE.
4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW
MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER
COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS,
THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE
DIFFERENT AREAS OF THE SITE ARE COMPLETED.
5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL
EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS
PRACTICAL UNDER THE CIRCUMSTANCES.
6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED
SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON
THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR
MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE
TEMPORARILY SEEDED.
8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL
MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL
SILTATION OF THE STREETS AND STORM SEWERS WILL NO
LONGER OCCUR.
9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND
STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR
SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION
CONTROL DEVICES.
10. THESE GENERAL PROCEDURES MAY NOT COVER ALL
SITUATIONS. REFER TO EROSION CONTROL PLANS FOR
SPECIFIC NOTES AND ADDITIONAL DETAILS
11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND
RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOPING AREAS
12. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
CERT1FIED BY
r o The
c1 Schneider
J Corporation
1 :.7:26 Hamilton Crossing Blvd.
Carmel, Indiana
46032
317 -571- -3797
317 -574 :3799 Fax
Formerly ethneider Engineering Corp, Bohlen. Meyer, Gibson Assoc•
Date
08/06/99
ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT
IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED.
THIS DRAWING AND THE OAS, DESIGNS AND CONCEPTS CONTAINED
HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN
PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION.
Computer Files
J: \1238 \005 \DWGS \C103.DWG
XREF: 005BS.DWG, 30O48S.DWG
XREF: 3001BS.DWG, MID- BS -E.DWG
XREF: CA9.DWG, CA1O.DWG
XREF: CAl2.DWG, CA13.DWG
XREF: 005ERO.DWG
o otionuoloi,„
T S
No.
9800085
e.
-,3 S OF
bt11tmrn
1999, The Schneider Corporation
BRENWICK DEVELOPMENT CO.
Brenwick Building
Village of WestClay
EROSION CONTROL PLAN
Project No.
1238.005
Drawn
M G
Sheet No.
Engineering
Surveying
Landscaper Architecture
=;1� LIS
Geology
Approv.
1 1 0 3
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