HomeMy WebLinkAbout03110012 VOWC Sec. 10003, Construction Plans pg. 05ii .ii.i-ii_ i i.i-ii.ii.
HATCH PATTERN DENOTES TEMPORARY SEEDING
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n
HATCH PATTERN DENOTES PERMANENT SEEDING
SHEET TITLE:
EROSION CONTROL
PLAN
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
f
4
CURB INLET SEDIMENT BARRIER (TYP)
BEEHIVE INLET PROTECTION
#s
STRAW BALES (TYP)
-x--x
SILTATION FENCE
CONSTRUCTION LIMITS
TEMPORARY SEDIMENT FILTER /BARRIER
i
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
PLAN
DRAWING FILES:
N: \1238 \1003 \DWGS \C103— C104.DWG
XREF: 1003 BS.DWG
XREF: 1002 BS.DWG
XREF: 1004— ABS.DWG
XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG
XREF: 1003 ERO.DWG
SHEET NO.:
c
DATE:
10/31/03
PROJECT NO.:
1238.1003
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
PLAN
DRAWING FILES:
N: \1238 \1003 \DWGS \C103— C104.DWG
XREF: 1003 BS.DWG
XREF: 1002 BS.DWG
XREF: 1004— ABS.DWG
XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG
XREF: 1003 ERO.DWG
SHEET NO.:
c
BLOCK A
COMMONS
CHURCHILL POND
NORMAL POOL =887.00
100 YEAR ELEV= 888.70
BOTTOM ELEV. 879.00
MIN. fOP OF BANK: 890.70
4m. rte:.
FINCHLEY ROAD
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FOR CONTINUATION SEE SHEET C103
Existing
Village of WestClay
Section 10004-A
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1� Future.
Village, of WestClay
SECTI'QN 10003
BRENWICK TND COMMUNITIES LC)/
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Future
Village of WOtpay
s€ C-TIOa 109q?
ENWICK TND COMMU!■IT ES, LLC)
NOTE:
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED IN THE FIELD BY THE INSPECTOR.
1
1
1
1
1
1
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 IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
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ASSUMED NORTH
SCALE: 1 50
1
1
1
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.
7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT
IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED.
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 H.C.S.W.C.D. HAS THE AUTHORITY TO REQUEST
ADDITIONAL EROSION CONTROL MEASURES OR AMEND
EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE
CONDITIONS.
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
t
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
WARNING
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
J
//i
No.•
c zq
0000075
STATE OF
ONA
urrrlrnnuulnl
,E4,4,004.,
DATE: 11/12/03
THIS DRAWING AND THE IDEAS, 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.
COPYRIGHTED BY THE SCHNEIDER CORP. (2003)
‘b
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
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