HomeMy WebLinkAboutC103 Erosion Control Plani—
HATCH PATTERN DENOTES TEMPORARY SEEDING
a-
HATCH PATTERN DENOTES PERMANENT SEEDING
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
I .4
CURB INLET SEDIMENT BARRIER (TYP)
BEEHIVE INLET PROTECTION
1P
STRAW BALES (TYP)
SILTATION FENCE
x---x—
DATE:
11 /06/01
PROJECT NO.:
1238.020
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
EROSION CONTROL
PLAN
DRAWING FILES:
N: \1238 \020 \DWGS \C103.DWG
XREF: 020 BS.DWG
XREF: 0128S.DWG
XREF: MID BS.DWG
XREF: 3001ABS.DWG
XREF: 020 ERO.DWG
SHEET NO.:
c e.
03
1
7
K
1111111111111111.1111 11111111MMINI 1111111111111111.111 1111111111115211 111111111■1 1111111•11111111111111 1101•1111111111111111 11111111111111111.11 1111111111111•11.11
THIS SHEET TO BE USED FOR EROSION CONTROL I
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
1i iii
OF
WESTCLAIK FCTION 30011A
TFFEVftLAGE kEN[[ERYAR1l 2,
L "F"
II I
11 i
y
Z I
s 1 Y_
WARNING
.4...... -7 .-"I 1 .4.... 1: 7 7 1 -----....f .z._.sr
(.2T- -c'', QNSTRUCTION
1111111111111111111111111111 111111111111111111111111 1111111111111111111111111
a�
i%
7--
t ..._...._:_..._2..„..._-
EXISTING VILLAGE OF
WESTCLAY SECTION
3001 -C
SEE SHEET C803 FOR ALL
L EROONCONTROL DETAILS NOTES
�I
O B STRUCTION
S. -7--jr'..
IL S r jam Z +1 r L
t a _y z.
*-7
1_ t t
J
TEMPgRARY
ENTRANCE
1111111111111.11111111111011 11111111.11■111
PROPOSED
BUILDING
E LISTING
BUILDING
RHETTSBURY.
iT
f1
I I
f,
CD
1--
V)
W
II
Li
0
Lit
CD
Ca
1—
(1)
w
0 1—
U
(J_ U 0 CD
L.,J
QQ CO
J J
L1EIE1FiD
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
ASSUMED NORTH
SCALE: 1"=20'
11331ENC.
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.
EROSION CONTROL AND SEQUENCING
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 CITY ENGINEER 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
•6iST
No.
9800085
�O STATE OF
ND I AN I\
DATE:
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. (2001)
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
1