HomeMy WebLinkAbout04090012 VOWC Sec. 3004 BLK D - Brenwick Realty, Construction Plans pg. 04I
DATE:
9/07/04
PROJECT NO.:
1238.035
III
BRENWICK DEVELOPMENT CO.
CARMEL, INDIANA
CHECKED BY:
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION PLAN
DRAWING FILES:
N:\1238\035\DWGS\C103.DWG
XREF: O05bs.DWG, 033bs.DWG
XREF: 3001AbsS.DWG, 3004bs.DWG
XREF: 035 BS.DWG
XREF: 035 ERO.DWG
SHEET NO.:
C
03
f
Al
1, it
PROPOSED
BUILDING
7 PAVED AREA INLET PROTECTION
PERIMETER PROTECTION: SILT FEN
EXISTING
BROCCOLI BILLS
EXISTING
BRENWICK BUILDING
l
0*
CONS 'UCTION LIMITS
N MINI1 1111111111
AREA TO BE TOPSOILED,
SEEDED ANC MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION- (TYPE):
EXISTING CURB GU I IER
EX. HORSEFERRY ROA
EX. BRENWI K PARKING LOT
?ROTECTION
i
1
1
1
INN M M
CURB INLET 3ROIECTIDN f
N
AREA TO BE TOPSOILED,
SEEDED AND MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION (TYP.).
1
i
1
1
1
1
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
BUILDING UNDER CONSTRUCTION
EXISTING VILLAGE OF
WESTCLAY SECTION 3004
BLOCK "D"
ris,,
131 _:I- iI'/E:_
8" RCP NW-,888.:36 I mi. me
C R- )kitg f `iiROV ION
HORSEFERRY ROA
DRI
EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL
SAN: rA MA :H F
cf 1= "'i,;1 i s ;>.4
INV 8" PVC NW= 880.16
J
Q
U
r
r.sl',�j FRI MANI':LE
1C$5
PVC t I! 5 `0,
N V PVC: S6". i ,'.8
CURB INLET
INS' 24 RCP NW-
INV 24" RCP SE-886,68
ASSUMED NORTH
SCALE: 1 20
X00
INDIVIDUAL LOT
EROSION CONTROL
PLAN LEGEND
EROSION CONTROL BY BUILDERS
PROPERTY UNE/
DRAINAGE SWALE
SILT FENCE
FINISHED DRAINAGE
EXISTING DRAINAGE
TREE CONSERVATION
GRAVEL ENTRANCE/
EXIT PAD
DROP INLET
PROTECTION
SOIL SALVAGE AND
UTILIZATION
Ps PERMANENT SEEDING
I CURB INLET
b-8 PROTECTION
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 IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
A. Temporary seeded areas established by the developer will be
maintained by the builder and his sub contractors. Silt fences
previously installed will be maintained.
B. A construction drive to the building —site from the existing
drive shall be installed of Number 2 Stone, 6" thick and a
minimum of 12' wide. This shall be utilized for access to the
building and any mud or dirt tracked into the drive shall be
promptly removed to a stable area (water shall not be used to
flush silt or mud into the storm sewer).
C. Prior to construction, silt fence is to be installed along the
back of curb at the front of the property and along the streets
or at the edge of the rear drainage easement at the rear of the
property. The silt fence is to be installed prior to construction
and maintained until permanent vegetation (grass) is established.
D. When time is appropriate, and as soon as possible, roof down
spout extenders of non perforated drain tile should be extended
to the street or other solid outlet until a lawn is established.
E. Establish permanent ground cover and remove silt fence.
RECEIVING WATER= ELLIOT CREEK
COI\TACT PERSON:
KEVIN KRULIK
BRENWICK DEVELOPUIENT CO.
12821 E. NEW MARKET ST., STE 200
CARV EL, INDIANA 46032
(317) 574 -3400
w
J
U
CC
w
I
GI
w
5
CC
w w
5 w
wcc
0 01111110o
pON T s
�ISTE R
s.
No.
00
STATE OF
r ralll
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. (2004)
‘ab
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:
9/07/04
PROJECT NO.:
1238.035
DRAWN BY:
DCC
CHECKED BY:
SHEET TITLE:
STORMWATER POLLUTION
PREVENTION PLAN
DRAWING FILES:
N:\1238\035\DWGS\C103.DWG
XREF: O05bs.DWG, 033bs.DWG
XREF: 3001AbsS.DWG, 3004bs.DWG
XREF: 035 BS.DWG
XREF: 035 ERO.DWG
SHEET NO.:
C
03
PROPOSED
BUILDING
7 PAVED AREA INLET PROTECTION
PERIMETER PROTECTION: SILT FEN
EXISTING
BROCCOLI BILLS
EXISTING
BRENWICK BUILDING
l
0*
CONS 'UCTION LIMITS
N MINI1 1111111111
AREA TO BE TOPSOILED,
SEEDED ANC MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION- (TYPE):
EXISTING CURB GU I IER
EX. HORSEFERRY ROA
EX. BRENWI K PARKING LOT
?ROTECTION
i
1
1
1
INN M M
CURB INLET 3ROIECTIDN f
N
AREA TO BE TOPSOILED,
SEEDED AND MULCHED
BY OWNER AT COMPLETION
OF CONSTRUCTION (TYP.).
1
i
1
1
1
1
EXISTING VILLAGE OF
WESTCLAY SECTION 3001 -A
THE VILLAGE CENTER PART 2,
BLOCK "E"
BUILDING UNDER CONSTRUCTION
EXISTING VILLAGE OF
WESTCLAY SECTION 3004
BLOCK "D"
ris,,
131 _:I- iI'/E:_
8" RCP NW-,888.:36 I mi. me
C R- )kitg f `iiROV ION
HORSEFERRY ROA
DRI
EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL
SAN: rA MA :H F
cf 1= "'i,;1 i s ;>.4
INV 8" PVC NW= 880.16
J
Q
U
r
r.sl',�j FRI MANI':LE
1C$5
PVC t I! 5 `0,
N V PVC: S6". i ,'.8
CURB INLET
INS' 24 RCP NW-
INV 24" RCP SE-886,68
ASSUMED NORTH
SCALE: 1 20
X00
INDIVIDUAL LOT
EROSION CONTROL
PLAN LEGEND
EROSION CONTROL BY BUILDERS
PROPERTY UNE/
DRAINAGE SWALE
SILT FENCE
FINISHED DRAINAGE
EXISTING DRAINAGE
TREE CONSERVATION
GRAVEL ENTRANCE/
EXIT PAD
DROP INLET
PROTECTION
SOIL SALVAGE AND
UTILIZATION
Ps PERMANENT SEEDING
I CURB INLET
b-8 PROTECTION
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 IC- 8- 1 -26 -1
ET SEQ. AS AMENDED AND SUPPLEMENTED,
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
A. Temporary seeded areas established by the developer will be
maintained by the builder and his sub contractors. Silt fences
previously installed will be maintained.
B. A construction drive to the building —site from the existing
drive shall be installed of Number 2 Stone, 6" thick and a
minimum of 12' wide. This shall be utilized for access to the
building and any mud or dirt tracked into the drive shall be
promptly removed to a stable area (water shall not be used to
flush silt or mud into the storm sewer).
C. Prior to construction, silt fence is to be installed along the
back of curb at the front of the property and along the streets
or at the edge of the rear drainage easement at the rear of the
property. The silt fence is to be installed prior to construction
and maintained until permanent vegetation (grass) is established.
D. When time is appropriate, and as soon as possible, roof down
spout extenders of non perforated drain tile should be extended
to the street or other solid outlet until a lawn is established.
E. Establish permanent ground cover and remove silt fence.
RECEIVING WATER= ELLIOT CREEK
COI\TACT PERSON:
KEVIN KRULIK
BRENWICK DEVELOPUIENT CO.
12821 E. NEW MARKET ST., STE 200
CARV EL, INDIANA 46032
(317) 574 -3400
w
J
U
CC
w
I
GI
w
5
CC
w w
5 w
wcc
0 01111110o
pON T s
�ISTE R
s.
No.
00
STATE OF
r ralll
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. (2004)
‘ab
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