HomeMy WebLinkAboutC103 Stormwater Pollution PreventionPlanDATE:
3/1/04
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
DRAWN BY:
DCC
CHECKED BY:
f
DRAWING FILES:
N: \1238 \V02 \DWGS \C103.DWG
XREF: V02- BS.DWG, 1201BS.DWG
XREF: 1009BS.DWG, 3004BS.DWG
XREF: AGO1BS.DWG, AGO2BS.DWG
XREF: MID- BS -E.DWG
XREF: CA10.DWG, CA13.DWG
XREF: V02- ERO.DWG
SHEET NO.:
C ...e"
03
I
DATE:
3/1/04
PROJECT NO.:
1238.V02
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION PLAN
DRAWING FILES:
N: \1238 \V02 \DWGS \C103.DWG
XREF: V02- BS.DWG, 1201BS.DWG
XREF: 1009BS.DWG, 3004BS.DWG
XREF: AGO1BS.DWG, AGO2BS.DWG
XREF: MID- BS -E.DWG
XREF: CA10.DWG, CA13.DWG
XREF: V02- ERO.DWG
SHEET NO.:
C ...e"
03
Soils Legend Descriptions:
Br Brookston silty clay loam, Soil Description and Characteristics:
The main soil es that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate
I and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected
from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of
seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable
CrA Crosby silt am, Soil Description and Characteristics:
The main soil es that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate
al and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent
wetness from ping a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and
streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened
material. with suitable
Note: Soil ns and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service.
Recommendations and methods to overcome soil limitations:
Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of
curb underdrains, sub—base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome
with respect °ment construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details
for specific information related to the proposed infrastructure improvements on this site.
N£1
CHANGE BEEHIVE C #ST1 lG
TO CURB, INLET CA5TT#
EXISTING ASPHALT
-TO REMAIN
BLOCK
COMMA
KEW POND
BLOCK "H"
COMMONS
EXISTING
Village of WestClay
SECTION 3004 VILLAGE
CENTER, PART 1
CONSTRUCTION
OMITS
EXISTING
Village of WestClay
SECTION 12001
CHAP SQUARE
BLOCK "B"
COMMONS
Villa
WestClay
SOILS A
NOT TO SCALE
CONSTRUCTI9N ,'EXISTING
EMITS: ViNage o WestCl -ay�
SECTION 12001
SITE
i
WA
R \I \G
THIS SHEET TO BE USED FOR EROSION CONTROL
PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE
DEVELOPMENT PLAN.
FSEE SHEETS C803 C804 FOR ALL
L ROSION CONTROL DETAILS NOTES
CONSTRUCTION
LIMITS
J
ASSUMED NORTH
SCALE: 1"-50'
f
CONTACT PERSON:
KEVIN KRULIK
BRENWICK DEVELOPMENT
12821 E. NEW MARKET ST.
SUITE 200
CARMEL, IN 46032
(317) 574 -3400
RECEIVING WATER: ELLIOT CREEK
HOLEY MOLEY SAYS
Ce
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.
laGr]EiNIDD
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
HATCH PATTERN DENOTES TEMPORARY SEEDING
HATCH PATTERN DENOTES PERMANENT SEEDING
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
CURB INLET SEDIMENT BARRIER (TYP)
BEEHIVE INLET PROTECTION
PAVED AREA INLET SEDIMENT BARRIER (TYP)
STRAW BALES (TYP)
SILTATION FENCE
CONSTRUCTION LIMITS
TEMPORARY SEDIMENT FILTER /BARRIER
NOTE:
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED IN THE FIELD BY THE HAMILTON
COUNTY SURVEYOR'S OFFICE OR H.C.S.W.C.D.
INSPECTOR.
NOTE:
RULE 5 REQUIRES ALL DISTURBED AREAS THAT
WILL POTENTIALLY BE IDLE FOR 15 DAYS OR
MORE TO BE STABLIZED (SEEDED, MULCHED,
ETC.) IMMEDIATELY.
NOTE:
EARTHMOVING MAY NOT COMMENCE UNTIL 1 -9
OF "SPECIFIC STORMWATER POLLUTION
PREVENTION PLAN NOTES" ON C804 HAVE BEEN
COMPLETED IN ADDITION TO ITEMS DEPICTED ON
PLAN.
1 •t
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 B 0\O.
0000075
?o STATE OF
j 11111 I I I I I I I I l 1 11
E te....4. a.
DATE: 3/1/04
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. (2004)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
www. sch n eidercorp. corn
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N: \1238\v002\dwgs\C103.dwg, 03/01/200z- 05:13:05