HomeMy WebLinkAboutC105 Stormwater Pollution Prevention PlanHATCH PATTERN DENOTES TEMPORARY SEEDING
1
HATCH PATTERN DENOTES PERMANENT SEEDING
CHECKED BY:
HATCH PATTERN DENOTES EROSION CONTROL BLANKET
DRAWING FILES:
N: \1238 \1202 \DWGS \C105- 106.DWG
XREF: 12012ABS.DWG
XREF: 1201 BBS.DWG
XREF: 1201 BS.DWG
XREF: 1009BS.DWG
XREF: MID —BS —E —B.DWG
XREF: CA11.DWG, CA14.DWG
XREF: 1202ERO.DWG
g
.4
CURB INLET SEDIMENT BARRIER (TYP)
BEEHIVE INLET PROTECTION
I!
PAVED AREA INLET SEDIMENT BARRIER (TYP)
STRAW BALES (TYP)
SILTATION FENCE
CONSTRUCTION LIMITS
TS
TEMPORARY SEDIMENT F1LTER/BARRIER
TREE PRESERVATION
EXISTING WETLANDS
NOTE: FREE PRESERVATION AREAS ARE APPROXIMATE. SPECIFIC
LIMITS SHALL BE DIRECTED PER DEVELOPER IN THE FIELD.
ALL DISTURBED AREAS SHALL BE TEMP. SEEDED;
SILT .FENCE
1 w r
Soils Legend Descriptions:
B Brookston silty clay loam, Soil scription and Characteristics:
The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action,
moderate shrink—swell potential 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 h suitable material.
CrA Crosby silt loam, Soil Description and Characteristics:
The main soil features that adversely effect engineering uses of this soil are a seasonal high water table, high potential frost action,
moderate shrink—swell potential 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 with suitable material.
MmB2 Miami silt loam, Soil on and Characteristics:
The main soil features that adversely effect engineering uses of this soil are moderate potential frost action, moderate shrink —swell
potential, moderate permeability and w strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites,
but slope, clayey texture, shrinking I swelling, and low strength are moderate limitations that need to be overcome. This soil has severe
limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened
with suitable material.
Note: Soil Descriptions and tics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation
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 unaerL.. strengthening or lime stabilization. Swales which sever the surface drainage can also help. High
water tables can be overcome with respect to basement 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.
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1
NOTE:
EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS
1 -9 OF "SPECIFIC STORMWATER POLLUTION
PREVENTION PLAN NOTES" ON C805 HAVE BEEN
COMPLETED IN ADDITION TO ITEMS DEPICTED ON
PLAN.
261 ..260
1 5 1
-WARNING
THIS SHEET TO BE USED FOR STORMWATER
POLLUTION PREVENTION PURPOSES ONLY. FOR ANY
OTHER INFORMATION SEE DEVELOPMENT PLAN.
SEE SHEETS C804 0805 FOR ALL STORMWATER
L OLLUTION PREVENTION PLAN DETAILS NOTES]
1
J
NOTE:
RULE 5 REQUIRES ALL DISTURBED AREAS THAT
WILL POTENTIALLY BE IDLE FOR 15 DAYS OR
MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.
IMMEDIATELY.
NOTE:
ADDITIONAL STORMWATER POLLUTION PREVENTION
MEASURES MAY BE REQUIRED IN THE FIELD BY
THE HAMILTON COUNTY SURVYQR'S OFFICE OR
H. S: VV :C,D1.•INSPECTO
t
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Section A B Breakline
CONTACT PERSON:
KEVIN KRULIK
BRENWICK DEVELOPMENT
12821 E. NEW MARKET ST.
SUITE 200
CARMEL, IN 46032
(317) 574 -3400
FOR CONTINUATION SEE SHEET C106
HOLEY MOLEY SAYS
et
DON'
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 I"HE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
ASSUMED NORTH
SCALE: 1 =50'
IBIENKCIEEMA.R.K.
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
CC
U
J
J
CO
-J
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o
(.5 U
w o 0 n
N N) •d-
CO Co' c0
N o.
::0 ATE 0075 OF NA
�IIrr
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)
t 411 1
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering
DATE:
11/30/04
PROJECT NO.:
1238.1202
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION PLAN
DRAWING FILES:
N: \1238 \1202 \DWGS \C105- 106.DWG
XREF: 12012ABS.DWG
XREF: 1201 BBS.DWG
XREF: 1201 BS.DWG
XREF: 1009BS.DWG
XREF: MID —BS —E —B.DWG
XREF: CA11.DWG, CA14.DWG
XREF: 1202ERO.DWG
SHEET NO.:
C ..t
0)5
TREE PRESERVATION
EXISTING WETLANDS
NOTE: FREE PRESERVATION AREAS ARE APPROXIMATE. SPECIFIC
LIMITS SHALL BE DIRECTED PER DEVELOPER IN THE FIELD.
ALL DISTURBED AREAS SHALL BE TEMP. SEEDED;
SILT .FENCE
1 w r
Soils Legend Descriptions:
B Brookston silty clay loam, Soil scription and Characteristics:
The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action,
moderate shrink—swell potential 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 h suitable material.
CrA Crosby silt loam, Soil Description and Characteristics:
The main soil features that adversely effect engineering uses of this soil are a seasonal high water table, high potential frost action,
moderate shrink—swell potential 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 with suitable material.
MmB2 Miami silt loam, Soil on and Characteristics:
The main soil features that adversely effect engineering uses of this soil are moderate potential frost action, moderate shrink —swell
potential, moderate permeability and w strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites,
but slope, clayey texture, shrinking I swelling, and low strength are moderate limitations that need to be overcome. This soil has severe
limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened
with suitable material.
Note: Soil Descriptions and tics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation
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 unaerL.. strengthening or lime stabilization. Swales which sever the surface drainage can also help. High
water tables can be overcome with respect to basement 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.
i
i
2 63
fl, 1• 4
•4
ti i
1
NOTE:
EARTH MOVING MAY NOT COMMENCE UNTIL ITEMS
1 -9 OF "SPECIFIC STORMWATER POLLUTION
PREVENTION PLAN NOTES" ON C805 HAVE BEEN
COMPLETED IN ADDITION TO ITEMS DEPICTED ON
PLAN.
261 ..260
1 5 1
-WARNING
THIS SHEET TO BE USED FOR STORMWATER
POLLUTION PREVENTION PURPOSES ONLY. FOR ANY
OTHER INFORMATION SEE DEVELOPMENT PLAN.
SEE SHEETS C804 0805 FOR ALL STORMWATER
L OLLUTION PREVENTION PLAN DETAILS NOTES]
1
J
NOTE:
RULE 5 REQUIRES ALL DISTURBED AREAS THAT
WILL POTENTIALLY BE IDLE FOR 15 DAYS OR
MORE TO BE STABILIZED (SEEDED, MULCHED, ETC.
IMMEDIATELY.
NOTE:
ADDITIONAL STORMWATER POLLUTION PREVENTION
MEASURES MAY BE REQUIRED IN THE FIELD BY
THE HAMILTON COUNTY SURVYQR'S OFFICE OR
H. S: VV :C,D1.•INSPECTO
t
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
Section A B Breakline
CONTACT PERSON:
KEVIN KRULIK
BRENWICK DEVELOPMENT
12821 E. NEW MARKET ST.
SUITE 200
CARMEL, IN 46032
(317) 574 -3400
FOR CONTINUATION SEE SHEET C106
HOLEY MOLEY SAYS
et
DON'
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 I"HE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
ASSUMED NORTH
SCALE: 1 =50'
IBIENKCIEEMA.R.K.
TB M #44
USGS BENCHMARK
CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT
EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE
FARM ENTRANCE.
ELEVATION 893.39
CC
U
J
J
CO
-J
x
o
(.5 U
w o 0 n
N N) •d-
CO Co' c0
N o.
::0 ATE 0075 OF NA
�IIrr
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)
t 411 1
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
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS LIS
Home Builder Services
Interior Design
Land Surveying
Landscape Architecture
Transportation Engineering