HomeMy WebLinkAbout03090013 Townhomes at Hunter's Creek Large Plan pg. EN t l
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STATE OF 4v z-_- s �NDi AN?' ��k:
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DATE:
8/29/03
PROJECT NO.:
4409.001
DRAWN BY:
DRP
CHECKED BY:
JCC
SHEET TITLE:
EROSION CONTROL PLAN
DRAWING FILES:
R: \4K \4409 \001 \DWGS \C104
XREF: 001BS
XREF: 001 ERO
XREF: 001 -TOPO
SHEET NO.:
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STATE OF 4v z-_- s �NDi AN?' ��k:
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DATE: z4CL(
THIS DRAWING AND THE IDE S, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTEI I FCTUAL 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)
1
4 1 46
Schneider
THE SCHNEIDER CORPORATION
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, IN 46216 -1037
Telephone: 317.826.7100
Fax: 317.826.7200
www.schneidercorp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS *LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
rum WARNING-
SHEET TO BE USED FOR EROSION
CONTROL PURPOSES ONLY.
R ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
'SILT ._FENCE- =TO BE PACED
ALONtG -CU D R[ B [NG- ARY
,CDNSTRUCT10N FOR1 C}1 .BU.ILDI'NO. CON CTION
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ONSTRUC ON��
CONSTRUCTION
LIMITS
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CONSTRUCTION ACTIVITIES PART 1
7. Strip, excavate and fill rnass earthwork for streets and pads.
8. Fine grade and seed site perimeter areas outside streets and buildings.
9. Excavate new dry detention area and complete fills.
NOTE:
FOR ALL EROSION CONTROL DETAILS
AND SEEDING TABLES SEE SHEET C105.
NOTE:
ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED BY FIELD INSPECTOR.
C
SILT FENCE
SITE SPECIFIC CONSTRUCTION I SEQUENCING FOR EROSION CONTROL
The purpose of staging construction during the earthwork phase of the project is to limit the
amount of ground disturbed at any given time and to control silt from the areas that are disturbed
to prevent silt from leaving the site. For this reason, the following sequencing should be followed
as much as possible.
['RECONSTRUCTION ACTIVITIES
1. Install temporary stone access drive for access from Marano Drive entry.
2. Install silt fence on south, and east property lines and at north east corner of site.
ESTABLISH 1st. SILT BASIN
3. The existing dry detention area and storm outlet should be left in place, undisturbed, as a silt
basin for as long as possible during mass earthwork.
4, Excavate as necessary and install stone silt basin outlet around storm sewer outlet for existing
dry detention area.
5. Cut temporary diversion swale from silt basin outlet along southeast corner of the site using
swale cut to build the small mound on the south side of the swale.
6. Seed disturbed areas around diversion swale and silt basin outlet.
ESTABLISH 2nd. SILT BASIN
10. Excavate to depth of storm sewer invert and install 2nd. silt basin outlet across path of storm
sewer outlet pipe.
CONSTRUCTION ACTIVITIES PART 2
11 Install matting an detention areas.
12. Fine grade and seed detention areas.
13. Install storm sewer sanitary sewer and water. All beehive and curb inlet protection shall be
installed as each storm sewer inlet is installed.
14. Fine grade and seed rear yards disturbed by storm sewer construction.
15. Install remaining utilities.
16. Fine grade and seed or sod front yards and install landscaping as each building is completed.
17. Remove 2nd silt basin outlet and complete storm sewer installation once all pads perimeter
areas are seeded.
POST CONSTRUCTION ACTIVITIES
18. Inspect and maintain all erosion control measures as detailed on Sheet C105 in the erosion
control measures and maintenance requirements beginning immediately after installation.
19 Remove individual inlet protection and straw bale dams only after seeding is established in
each basin to the point where silt will not enter the lakes or storm sewer system.
BEEHIVE INLET
PROTECTION
EXISTING CRADE
DIVERSION SWALE
MOUND
NOTE:
N O S OIL STOCKPILES ARE PROPOSED
FOR THIS SITE.
SILT FENCE
SECTION A-A
DIVERSION SWALE WITH MOUND
PROPERTY
LINE
NOTE:
SHADED AREA DENOTES AREA TO
BE SEEDED AND STRAW MULCHED.
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'�60
CONSTRUCTION
LIMITS
7 UNDlSTURBED
SOIL
HATCH PA I l ERN DENOTES TEMPORARY SEEDING
HATCH PA I 1 ERN DENOTES PERMANENT SEEDING
HATCH DENOTES EROSION CONTROL BLANKET
SILT FENCE
TEMPORARY DIVERSION SWALE TO
EXISTING DRY DETENSION AREA AND
SILT BASIN. SEE SECTION A -A DETAIL
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SILT FENCE
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TBM1 RAILROAD SPIKE IN POWER POLE #838 -1812, 37 FEET EAST OF
RHORER ROAD EAST OF THE NORTHEAST CORNER OF HUNTER'S CREEK
SOUTH SECTION 1.
ELEVATION 840.23 (NGVD 1929)
TBM 2 NORTHWEST CORNER OF WALK AT THE STEPS FACING MARANA
DRIVE ON LOT 1 HUNTER'S CREEK SOUTH, SECTION 1.
ELEVATION 842.78
TBM 3 CUT "x" ON THE TOP OF THE NORTH SIDE OF THE AREA LIGHT
BASE ON SITE.
ELEVATION 847.85
TBM 4 CUT "x" AT THE TOP OF CURB ON THE CURB INLET ON THE
SOUTH SIDE OF MARANA DRIVE AT THE NORTHWEST CORNER OF THE
SUBJECT TRACT.
ELEVATION 857.86
IBM 5 TOP OF THE CONCRETE MONUMENT AT THE SOUTHEAST CORNER
OF LOT 39, HUNTER'S CREEK SOUTH, SECTION 1
ELEVATION 856.31
IEBIENTCIE-1
RD
PNSILT FENCE
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HOLEY MOLEY SAYS
e 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.
SILT BASIN OUTLET.
SE MENT OF STORM SEWER
TO BE LEFT OUT OF OUTLET
PIP WITH SILT BASIN OUTLET
INSTALLED UNTIL ALL PERIMETER
1AND PAD SEEDING IS COMPLETE.
1 T f SILT BASIN.
OUT�ET AROUND EXISTING END
S�CyTION SEE DETAIL ON C105.
r
CONSTRUCTION
LIMITS
SILT FENCE
BED HIVE INLET
QTEC11ON
0
/mo
ASSUMED NORTH
SCALE: 1 =30'
IXISTING DRY DETENSION AREA
TO BE USED AS SILT BASIN UNTIL
NEW DETENSION AREA IS EXCAVATED.
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