HomeMy WebLinkAboutGramercy West, Section 1 - 'Grading Only' Construction Planso o oo o oo o oo o oo
o
o
o o
o
o
o
o o o oDAVID J. STOEPPELWERTH
PROFESSIONAL ENGINEER
NO. 19358
04/20/18
PLANS PREPARED BY:
STOEPPELWERTH & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
7965 E. 106TH STREET, FISHERS, INDIANA 46038
PHONE: (317)-849-5935
FAX: (317)-849-5942
CONTACT PERSON: BRETT A. HUFF
EMAIL: bhuff@Stoeppelwerth.com
INDEX
SHT.DESCRIPTION
C001 COVER SHEET
C100-C102 TOPOGRAPHICAL SURVEY/DEMOLITION PLAN
C200-C201 SITE DEVELOPMENT PLAN
C300-C308
INITIAL STORM WATER POLLUTION & PREVENTION PLAN
TEMPORARY STORM WATER POLLUTION & PREVENTION PLAN
PERMANENT SEDIMENT & EROSION CONTROL PLAN
STORM WATER POLLUTION & PREVENTION SPECIFICATIONS
STORM WATER POLLUTION & PREVENTION DETAILS
File Name:S:\65840BKM-S1\DWG\C001-Cover Sheet GRADING ONLY.dwg - C001Modified / By:July 17, 2018 10:53:38 AM / aguyonPlotted / By:July 17, 2018 12:50:50 PM / Andre GuyonS & A JOB No. 65840BKM-S1REVISIONS
SHT.DESCRIPTION
ALL REVISED PER TAC COMMENTS 06/27/18 ADG
ALL REVISED PER COMMENTS 07/17/18 ADG
1" = 150 FT
GRAMERCY WEST
SECTION 1
'GRADING ONLY'
FLOOD STATEMENT
THIS SITE DOES NOT LIE WITHIN A ZONE PER
FIRM 18057C0226G & 18057C0228G DATED NOVEMBER 19, 2014
LOCATION MAP
SCALE: 1"=2000'
SOILS MAP
SCALE: 1"=500'
36
34
35
37
38
39
40
41
42
43
Mohawk WB LLC
Parcel #16-10-31-00-00-002.00032
31
19181716151413121110986
5
4
3
2
16867666564636261605951525354555650
49
48
C.A.#4
C.A.#3
C.A.#1
LAKE #1
LA
G
E
R
F
I
E
L
D
D
R
I
V
E
TIL
D
E
N
D
R
I
V
EASTOR DRIVEKINZER AVE.7KINZER AVE
.2120222324252627
6933
C.A.#2
44
5857C.A.#8
UTILITY CONTACTS:
Carmel Sewer Department
760 3rd Avenue Southwest
Carmel, Indiana 46032
Carmel Water Utilities
3450 West 131st Street
Westfield, IN 46074
AT & T
5858 North College Avenue
Indianapolis, Indiana 46220
Brighthouse Networks
3030 Roosevelt Avenue
Indianapolis, Indiana 46218
Duke Energy
16475 Southpark Drive
Westfield, Indiana 46074
Vectren Energy
16000 Allisonville Road
Noblesville, Indiana 46060
OPERATOR ON N.O.I. LETTER:
MOHAWK WB, LLC
C/O PLATINUM PROPERTIES
MANAGEMENT CO, LLC
9757 Westpoint Drive, Suite 600
Indianapolis, Indiana 46256
Contact: Paul Rioux
Phone: (317) 863-2053
OPERATING AUTHORITY
CITY OF CARMEL (317) 571-2441
ONE CIVIC SQUARE
CARMEL, INDIANA 46032
DESIGN DATA (SECTION 1)
69 LOTS
13.155 AC.= 5.25 LOTS/ACRE
KINZER AVE.2,154.65 L.F.
BARRYMORE DRIVE 60.00 L.F.
LAGERFIELD DRIVE 862.28 L.F.
TEMPLETON DRIVE 444.51 L.F.
POWELL DRIVE 126.50 L.F.
ASTOR DRIVE 542.13 L.F.
STEINBECK DRIVE 38.74 L.F.
VALENTINE DRIVE 131.90 L.F.
TILDEN DRIVE 685.77 L.F.
SHELDON DRIVE 169.70 L.F.
TOTAL 5,216.18 L.F.
DESIGN SPEED LIMIT:25 M.P.H
GRAMERCY WEST
SECTION 1
Commencing at the Northeast corner of the Northwest Quarter of said Section 31; thence North 89 degrees 50 minutes 15 seconds West along the North line of said Northwest Quarter 316.08 feet; thence
South 00 degrees 09 minutes 00 seconds West 40.00 feet; thence South 57 degrees 03 minutes 22 seconds East 83.25 feet; thence South 18 degrees 18 minutes 21 seconds East 71.06 feet; thence North 90
degrees 00 minutes 00 seconds East 4.17 feet to the POINT OF BEGINNING of this description; thence continuing North 90 degrees 00 minutes 00 seconds East 80.00 feet; thence South 00 degrees 00
minutes 00 seconds East 656.14 feet to the point of curvature of a curve concave Northeasterly, the radius point of said curve being North 90 degrees 00 minutes 00 seconds East 165.00 feet from said point;
thence Southeasterly along said curve 180.69 feet to the point of tangency of said curve, said point being South 27 degrees 15 minutes 23 seconds West 165.00 feet from the radius point of said curve; thence
South 62 degrees 44 minutes 37 seconds East 363.22 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 27 degrees 15 minutes 23 seconds West 235.00
feet from said point; thence Southeasterly along said curve 188.69 feet to the point of tangency of said curve, said point being North 73 degrees 15 minutes 41 seconds East 235.00 feet from the radius point
of said curve; thence South 16 degrees 44 minutes 08 seconds East 154.04 feet; thence South 16 degrees 06 minutes 37 seconds East 189.63 feet to the point of curvature of a curve concave Westerly, the
radius point of said curve being South 73 degrees 53 minutes 23 seconds West 235.00 feet from said point; thence Southerly along said curve 47.01 feet to the point of tangency of said curve, said point being
North 85 degrees 21 minutes 02 seconds East 235.00 feet from the radius point of said curve; thence South 04 degrees 38 minutes 58 seconds East 116.42 feet to the point of curvature of a curve concave
Westerly, the radius point of said curve being South 85 degrees 21 minutes 02 seconds West 785.00 feet from said point; thence Southerly along said curve 267.93 feet to the point of tangency of said curve,
said point being South 75 degrees 05 minutes 36 seconds East 785.00 feet from the radius point of said curve; thence North 75 degrees 05 minutes 36 seconds West 80.00 feet to a point on a curve concave
Westerly, the radius point of said curve being North 75 degrees 05 minutes 36 seconds West 705.00 feet from said point; thence Northerly along said curve 58.65 feet to the point of tangency of said curve,
said point being South 79 degrees 51 minutes 35 seconds East 705.00 feet from the radius point of said curve; thence North 79 degrees 59 minutes 39 seconds West 40.43 feet to a point on a curve concave
Southerly, the radius point of said curve being South 09 degrees 51 minutes 49 seconds West 200.00 feet from said point; thence Westerly along said curve 85.00 feet to the point of tangency of said curve,
said point being North 14 degrees 29 minutes 14 seconds West 200.00 feet from the radius point of said curve; thence North 26 degrees 09 minutes 46 seconds West 169.46 feet; thence North 52 degrees 56
minutes 51 seconds West 192.74 feet; thence North 00 degrees 12 minutes 54 seconds West 165.79 feet; thence North 01 degrees 54 minutes 18 seconds East 28.77 feet; thence North 00 degrees 12 minutes
54 seconds West 57.50 feet; thence South 89 degrees 47 minutes 06 seconds West 65.22 feet; thence North 83 degrees 22 minutes 43 seconds West 21.00 feet to a point on a curve concave Easterly, the
radius point of said curve being South 83 degrees 22 minutes 43 seconds East 210.50 feet from said point; thence Northerly along said curve 11.18 feet to the point of tangency of said curve, said point being
North 80 degrees 20 minutes 04 seconds West 210.50 feet from the radius point of said curve, said point also being the point of curvature of a curve concave Southwesterly, the radius point of said curve
being North 80 degrees 20 minutes 04 seconds West 19.50 feet from said point; thence Northwesterly along said curve 33.86 feet to the point of tangency of said curve, said point being North 00 degrees 10
minutes 14 seconds East 19.50 feet from the radius point of said curve; thence North 00 degrees 10 minutes 14 seconds East 21.00 feet; thence South 89 degrees 49 minutes 46 seconds East 16.44 feet; thence
North 00 degrees 10 minutes 14 seconds East 65.50 feet; thence North 89 degrees 49 minutes 46 seconds West 197.69 feet; thence North 00 degrees 00 minutes 00 seconds East 3.99 feet; thence South 90
degrees 00 minutes 00 seconds West 153.00 feet; thence North 00 degrees 00 minutes 00 seconds West 90.25 feet; thence North 90 degrees 00 minutes 00 seconds West 50.00 feet; thence North 00 degrees
00 minutes 00 seconds East 472.12 feet; thence North 90 degrees 00 minutes 00 seconds East 45.75 feet; thence South 00 degrees 00 minutes 00 seconds East 23.87 feet; thence North 90 degrees 00 minutes
00 seconds East 69.79 feet to a point on a curve concave Westerly, the radius point of said curve being North 75 degrees 31 minutes 22 seconds West 14.50 feet from said point; thence Northerly along said
curve 3.66 feet to the point of tangency of said curve, said point being North 90 degrees 00 minutes 00 seconds East 14.50 feet from the radius point of said curve; thence North 90 degrees 00 minutes 00
seconds East 21.00 feet; thence South 00 degrees 00 minutes 00 seconds East 12.71 feet; thence North 90 degrees 00 minutes 00 seconds East 67.00 feet; thence North 00 degrees 00 minutes 00 seconds East
350.08 feet to the point of curvature of a curve concave Southwesterly, the radius point of said curve being South 90 degrees 00 minutes 00 seconds West 15.00 feet from said point; thence Northwesterly
along said curve 23.56 feet to the point of tangency of said curve, said point being North 00 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said curve; thence North 00 degrees 00
minutes 00 seconds East 50.00 feet to a point on a curve concave Northwesterly, the radius point of said curve being North 00 degrees 00 minutes 00 seconds East 15.00 feet from said point; thence
Northeasterly along said curve 23.56 feet to the point of tangency of said curve, said point being South 90 degrees 00 minutes 00 seconds East 15.00 feet from the radius point of said curve; thence North 00
degrees 00 minutes 00 seconds East 179.59 feet to the place of beginning, containing 13.155 acres, more or less, subject to all legal highways, rights-of-ways, easements, and restrictions of recordTEMPLETON DRIVELot Type A
(lots 122-125, 142-150, 216-221)
Min. lot area - 4,000 sq.ft.
Min. width - 50'
Min. width at right-of-way - 20'
Min. front setback - 5'
Min. side setback - 5'
Min. rear setback - 10'
Lot Type B/F (Townhomes)
(lots 4-33, 58-69, 89-121, 179-215)
Min. lot area - 1,000 sq.ft.
Min. width - 16'
Min. width at right-of-way - 14'
Min. front setback - 5'
Min. side setback - 5'
Min. rear setback - 10'
Lot Type C
(lots 2-3, 45-57, 70-83, 126-141, 227-239)
Min. lot area - 1,600 sq.ft.
Min. width - 28'
Min. width at right-of-way - 25'
Min. front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'
Lot Type D
(lots 1, 34-44, 84-88, 151-178, 222-226)
Min. lot area - 2,000 sq.ft.
Min. width - 31'
Min. width at right-of-way - 15'
Min. front setback - 5'
Min. side setback - 3'
Min. rear setback - 5'VALENTINE DRIVESTEINBECK DRIVEALLEY FSHELDON
DR
IVE
STREET B
POWELL DRIVE
C.A.#7
29
28
30
C.A.#5C.A.#
6
FUTURE
SECTION 4
FUTURE
SECTION 3
FUTURE
SECTION 2
45
46
47(PRIVATE)BLOCK "A"BL
O
C
K
"
A
"
BLOCK "B"
BLOCK "C"BLOCK "A"SOILS LEGEND
Map Unit: Br- Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in
depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and
hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content
(2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is high (1 0.0 inches in the upper 60 inches). The pH of
the surface layer in nonlimed areas is 6.1 to 7.3. This soil is hydric. Wetness is a management
concern for crop production. This soil responds well to tile drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft. and is on
rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods. The surface layer is
silt loam and has moderately low or moderate organic matter content (1.0 to 3.0 percent).
Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer above 60 inches. Available
water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in
non-limed areas is 5.1 to 6.0. Droughtiness and wetness are management concerns for crop
production. This soil responds well to tile drainage.
Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded
This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on
sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The
surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent).
Permeability is very slow(< 0.06 in/hr) in the most restrictive layer above 60 inches. Available
water capacity is low (5.9 inches in the upper 60 inches). The pH of the surface layer in non-limed
areas is 5.1 to 6.0. Droughtiness and water erosion are management concerns for crop production.
Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded
This moderately sloping, deep, well drained soil is on knobs and breaks along streams and
drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35 acres in
size.
TOTAL DISTURBED AREA -= 16.235 Ac.
EX 16" MA
I
N
EX 8"MAINMOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
EXISTING ELECTRIC
BOX TO BE REMOVED
EXISTING PUMP
HOUSE TO BE
REMOVED
EXISTING STORM TO
BE REMOVED
EXISTING SAND
TRAPS TO BE
FILLED IN
REMOVE EXISTING
YARD INLET
PLUG EXISTING
YARD INLET
AFTER PIPE HAS
BEEN REMOVED
TREE CLEARING
AREA
EXISTING PATH
TO BE REMOVED
EXISTING PATH
TO BE REMOVED
EXISTING WATER
VALVE TO BE VERIFIED
AND REMOVED
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SFSFSFSFSFEARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION
PORT-O-LET
FUEL OIL TANK
(DOUBLE WALL)
CONCRETE
WASHOUT AREA
CONSTRUCTION
DUMPSTER
POSTING SIGN
LOCATION
PROTECTION OVER PAVEMENT TO
BE A FIBER ROLL/MULCH SOCK
PRODUCT OR EQUAL
EXISTING STREET AND CURB
TO BE SAW CUT AT NEAREST
JOINT
BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
OVER COOL CREEK.
PER DNR ON NGVD 29
ELEVATION=794.87 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C100
CONTOUR
FLOW LINE
FENCE LINE
SANITARY SEWER
STORM SEWER
WATER LINE
WATER VALVE
FIRE HYDRANT
TELEPHONE LINE
TELEPHONE PEDESTAL
POWER POLE
ELECTRICAL PEDESTAL
TELEVISION PEDESTAL
TREE LINE
TREE
CONSTRUCTION LIMITS
870
> o o o
x
W
WV
T
T.P.
E.P.
TV.P.
1" = 60 FT
Know what's
R
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
CONTRACTOR SHALL VERIFY DEPTHS OF
ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS
NOT ANY CONFLICTS WITH OTHER
UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C100 Topographical Survey.dwg - C100Modified / By:July 17, 2018 12:54:43 PM / aguyonPlotted / By:July 17, 2018 2:25:57 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLY FILL & COMPACTED AREA
DEMO AREA
(ITEMS TO BE REMOVED)
SF SILT FENCE
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,
NAD83.
HORIZONTAL CONTROL/COORDINATE:
ȭ MONUMENT N: 171521.44 E: 204297.13
(WK675((7
:HVWRI1.(<6721($9(18(
ȭ MONUMENT N: 1715219.42 E: 199112.25
E 116th STREET & S RANGE LINE ROAD
ȭ MONUMENT N: 1720538.33 E: 199062.03
65$1*(/,1(52$'
1RUWKRI(WK675((7
BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
OVER COOL CREEK.
PER DNR ON NGVD 29
ELEVATION=794.87
EX 8" MA
I
N
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1 (BMP)
833.00
835.58
837.02
839.40
817.00
EXISTING STORM
TO BE REMOVED
EXISTING STORM
TO BE REMOVED
EXISTING PUMP
HOUSE TO BE
REMOVED
EXISTING STORM TO
BE REMOVED
DEMO XX L.F. OF
EXISTING STORM
EXISTING SAND
TRAPS TO BE
FILLED IN
EXISTING PATH
TO BE REMOVED
EXISTING PATH
TO BE REMOVED
EXISTING WATER
MAIN TO BE REMOVEDSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFPROTECTION OVER PAVEMENT TO
BE A FIBER ROLL/MULCH SOCK
PRODUCT OR EQUAL DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C101
CONTOUR
FLOW LINE
FENCE LINE
SANITARY SEWER
STORM SEWER
WATER LINE
WATER VALVE
FIRE HYDRANT
TELEPHONE LINE
TELEPHONE PEDESTAL
POWER POLE
ELECTRICAL PEDESTAL
TELEVISION PEDESTAL
TREE LINE
TREE
CONSTRUCTION LIMITS
870
> o o o
x
W
WV
T
T.P.
E.P.
TV.P.
1" = 60 FT
Know what's
R
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
CONTRACTOR SHALL VERIFY DEPTHS OF
ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS
NOT ANY CONFLICTS WITH OTHER
UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C100 Topographical Survey.dwg - C101Modified / By:July 17, 2018 12:54:43 PM / aguyonPlotted / By:July 17, 2018 2:26:13 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLY FILL & COMPACTED AREA
DEMO AREA
(ITEMS TO BE REMOVED)
NOTE:
SEE SHEET C102 FOR DEMO DETAIL
OF EXISTING BUILDING SITE.
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,
NAD83.
HORIZONTAL CONTROL/COORDINATE:
ȭ MONUMENT N: 171521.44 E: 204297.13
(WK675((7
:HVWRI1.(<6721($9(18(
ȭ MONUMENT N: 1715219.42 E: 199112.25
E 116th STREET & S RANGE LINE ROAD
ȭ MONUMENT N: 1720538.33 E: 199062.03
65$1*(/,1(52$'
1RUWKRI(WK675((7
EX 8" M
A
I
N
BENCHMARKS:
HAM G23
I.S.H.C. DISC AT NORTHWEST CORNER OF 131ST
OVER COOL CREEK.
PER DNR ON NGVD 29
ELEVATION=794.87 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C102
CONTOUR
FLOW LINE
FENCE LINE
SANITARY SEWER
STORM SEWER
WATER LINE
WATER VALVE
FIRE HYDRANT
TELEPHONE LINE
TELEPHONE PEDESTAL
POWER POLE
ELECTRICAL PEDESTAL
TELEVISION PEDESTAL
TREE LINE
TREE
CONSTRUCTION LIMITS
FLOODWAY (100 YEAR BASE FLOOD)
ZONE "AE" AS SCALED FROM FIRM MAP
18057C0231G (FEMA)
DATED NOVEMBER 19, 2014
FLOODWAY (500 YEAR BASE FLOOD)
ZONE "X" AS SCALED FROM FIRM MAP
18057C0231G (FEMA)
DATED NOVEMBER 19, 2014
870
> o o o
x
W
WV
T
T.P.
E.P.
TV.P.
FWF
FFF
1" = 20 FT
Know what's
R
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF
GRASS AND WEEDS ON THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: GRASS/WEEDS
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: GRASS/WEEDS
TO CONVERT THE 1929 BENCHMARK TO NAVD88, SUBTRACT 0.43 FEET FROM ALL
ELEVATIONS. NGVD29 - 0.43' = NAVD88"
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE
EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY
OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED
WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY.
CONTRACTOR SHALL VERIFY DEPTHS OF
ALL EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS
NOT ANY CONFLICTS WITH OTHER
UTILITIES, STORM SEWERS OR STREETS.
CONFLICTS AFTER CONSTRUCTION
BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON
THE INITIAL SWPPP (C300) SHOULD BE
INSTALLED AS SOON AS PRACTICAL.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C102 Topographical Survey.dwg - C102Modified / By:June 29, 2018 3:10:55 PM / aguyonPlotted / By:July 17, 2018 2:26:46 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYDEMO EXISTING BUILDING
DEMO EXISTING
ASPHALT/CONCRETE
DEMO AREA
(ITEMS TO BE REMOVED)
HORIZONTAL DATUM SHALL BE BASED ON INDIANA STATE PLANE COORDINATES,
NAD83.
HORIZONTAL CONTROL/COORDINATE:
ȭ MONUMENT N: 171521.44 E: 204297.13
(WK675((7
:HVWRI1.(<6721($9(18(
ȭ MONUMENT N: 1715219.42 E: 199112.25
E 116th STREET & S RANGE LINE ROAD
ȭ MONUMENT N: 1720538.33 E: 199062.03
65$1*(/,1(52$'
1RUWKRI(WK675((7
MOHAWK WB LLC
MOHAWK WB LLC
8'TYP.80' R/WPUBLIC5' SIDEWALK80' R/W
PUBLIC
80' R/W
PUBLIC
80' R/W
PUBLIC
21'21'80' R/
W
PUB
LI
C
21'
21'
22'
TY
P
.22'TYP.8'
TYP.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' BIKE LANE10' BIKE LANE10'
B
I
K
E
L
A
N
E10' BIKE LANE5' S
I
D
E
W
A
L
K
5' SI
D
E
W
A
L
K5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK
20'5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.L.
5'
B
.
L
.
5'
B
.
L
.5' B.L.5' B.L.5' B.L.5' B.L.5' B
.
L
.
&
D
.
&
U
.
E
.22'TYP.8'
TYP.
5' B.
L
.CROSSWALKCROSSWALK
CROSSWALK
CROSSWALKCROSSWALK CROSSWALK
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
31' D.U.
&S.S.E
21' I.E.E.
31' D.U.
&S.S.E
21' I.E.E.
5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.
L
.
&
D
.&U
.
E
.TEMPLETON DRIVEPOWELL DRIVE KINZER AVE.KINZER AVE.KI
N
Z
E
R
A
V
E
.
SHELDON
DR
IVE
BARRYMORE DRIVEWWWW
WWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
WWWWWWWWWWWWVAR. D.U.S.
&L.M.A.E.
C.A.#5
W WWC.A.#4
C.A.#7
C.A.#8
C.A.#6
VAR. D.U.S.
&L.M.A.E.ASTOR DRIVE(PUBLIC)50' R/WPUBLIC5' SI
D
E
W
A
L
K
(PRIVATE)(PRIVATE)(
PR
IVATE
)
TI
L
D
E
N
D
R
I
V
E
845.0
850.5
851.2
848.7
843.7
843.4843.7
843.7
843.5 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC200
1" = 50 FT
Know what's
R
CONTACT: CARMEL UTILITIES
(317) 571-2648
FOR WATER & SANITARY SEWER LOCATES
IF IT WILL BE NECESSARY TO RELOCATE EXISTING
UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY
POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE
PROPOSED RIGHT-OF-WAY.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING
ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM
THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES,
STORM SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S
RESPONSIBILITY.
STORM WATER CONTROLS SHOWN ON THE INITIAL SWPPP
(C300) SHOULD BE INSTALLED AS SOON AS PRACTICAL.
FLOOD STATEMENT
NO PORTION OF THIS SITE LIES WITHIN THE ZONE X OR
ZONE A FLOODWAY PER FIRM 18057C0145F & 18057C0235F
MAPS DATED FEB. 19, 2003.
VEGETATIVE COVER
EXISTING SITE CONSIST MOSTLY OF GRASS AND WEEDS ON
THE SITE.
LAND USE ADJACENT PROPERTIES
NORTH: RESIDENTIAL
EAST: RESIDENTIAL
SOUTH: RESIDENTIAL
WEST: RESIDENTIAL
EARTHWORK:
1. EXCAVATION
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the source
approved by the Developer. It will be the responsibility of the Contractor for any costs for fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or structure area. Trees and stumps shall not be buried on site.
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with respect to protective measure to be taken, if any, to preserve such trees.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall be to a minimum depth of 6 inches or to the depth indicated in the geotechnical report provided by the
Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere with construction operations. The topsoil shall be free of debris and stones.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free 1-800-382-5544
within Indiana or 1-800-428-5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.05 feet above established subgrade. All other areas shall not exceed 0.05 feet plus or minus the established grade. Provide roundings at top and bottom of banks
and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so that field measurements and spot elevations can be verified by the Engineer. The Contractor shall not remove his
equipment from the site until the Engineer has verified that the job meets the above tolerance.
FORM\EARTHWRK
NOTES TO CONTRACTOR:
ALL PADS SHOULD BE TESTED TO ASSURE A COMPACTION OF AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY USING THE STANDARD PROCTOR TEST METHOD.
ANY PRIVATE TILES LOCATED ON THIS SITE WILL NEED TO BE LOCATED; BREATHERS SET AT THE DOWNSTREAM PROPERTY LINE AND CRUSHED OR REMOVED ACROSS THIS SITE. IF
ANY OF THESE TILES EXTEND BEYOND THE LIMITS OF THIS PROJECT, THEY WILL NEED TO BE PROVIDED A POSITIVE OUTLET AND ALLOWED TO CONTINUE TO FUNCTION, AS IT IS
ILLEGAL TO BLOCK OFF A PRIVATE "MUTUAL" TILE.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL EXISTING ONSITE UTILITIES PRIOR TO CONSTRUCTION TO CONFIRM THERE IS NOT ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER CONSTRUCTION BEGINS ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY.
CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,
STAFF NOTIFICATION REQUIREMENTS,
REQUIRED INSPECTIONS FOR CERTAIN STAGES OF WORK TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY
R/W.
EXISTING PAVEMENT TO BE SAW CUT TO A CLEAN EDGE ADJACENT TO ANY WIDENING, AUXILIARY LANES, ETC.
NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
THERE IS TO BE NO DRIVEWAY ENCROACHMENTS INTO EASEMENTS BETWEEN LOTS.
IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES , THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL
BE LOCATED WITHIN ONE-FOOT OF THE PROPOSED RIGHT-OF-WAY.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.
UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT
IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE
RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGH-OF-WAY LINE.
DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY A THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS
ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIT THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.
ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL
CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION
REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND THE REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE
EXISTING AND PROPOSED RIGHT-OF-WAY.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C200 Site Development Plan.dwg - C200Modified / By:June 29, 2018 4:24:19 PM / aguyonPlotted / By:July 17, 2018 2:40:47 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYSEE SHEETS C407-C411 FOR
STREET GRADE DETAILS
CONTRACTOR TO ENSURE POSITIVE
DRAINAGE TOWARDS KINZER AVE.
DRAINAGE SUMMARY
OVERALL
Site Acreage=+/-29.33 ac.
Offsite/Upstream Acreage=+/-1.50 ac.
Allowable Release Rate:
10yr = 2.061 c.f.s. 100yr = 6.183 c.f.s.
Post Developed Release Rate:
10 yr = 1.988 c.f.s. 100 yr = 5.940 c.f.s.
SECTION 1
Site Acreage=+/-18.38 ac.
Is the primary water quality treatment for the development as planned in the Master Plan - YES
If NO, provide the following information per BMP (Only for BMP's with vegetative swale req.):
*Length of vegetated swale treatment (from discharge point to outlet pipe) - N/A
*Minimum length of vegetated swale treatment as required by the Master Plan - N/A
Is the primary water quantity treatment for the development as planned in the Master Plan - YES
*If YES, provide the following information:
Total Master Plan contributing watershed = 29.33 Ac.
Total Watershed Currently Built (or Approved) contributing to this system = 0.00 Ac.
Total watershed from Section 3 contributing to the system=18.38 Ac.
Total watershed available in the system post-project = 29.33 Ac.
Is the entire BMP treatment train to an outlet point being constructed with this section - Yes
If NO, provide the following information:
*Master Plan BMP(s) downstream of this sections discharge location (list each)
*BMP(s) downstream that have been previously constructed (list each)
Detention Basins BMP's Constructed with this section. (See BMP pond data table-this sheet) - N/A
Also, reference Post-Construction Stormwater Master Plan prepared by Stoeppelwerth & Associates Inc.
Denotes Construction Limits
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG
ALL COMMON AREAS)
»ADA RAMP TO BE INSTALLED
FOUNTAIN
EMERGENCY FLOOD ROUTE
LOT NUMBER
PAD ELEVATION
PROPOSED 6" UNDERDRAINS
FINISH FLOOR ELEVATION IS BASED OFF OF THE
BELOW
1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 6" (0.5') ABOVE THE MLAG
MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2)
FEET ABOVE THE 100-YEAR ELEVATION.
848.0
870
W
> o o o123.4
MOHAWK WB LLC
MOHAWK WB LLC WWWW W W W
WWW
W
W
W
W
W
W
W
W
W
W
W80' R/WPUBLIC80' R/W
PUBLIC
21'
21'
80' R/W
PUBLIC 5' SIDEWALK5' SIDEWALK21'21'22'TYP.
8'
TYP.5' SIDEWALK5' S
IDEWALK
5' SIDEWALK10'
B
I
K
E
L
A
N
E
10' BIKE
LANE10' BIKE LANE80' R/W
PUBLIC
5' SI
D
E
W
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI
D
E
W
A
L
K
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEW
A
L
K5' B.L.5' B.L.5' B.L.
5' B.L.
5' B.L.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B
.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.L.
5'
B
.L
.5' B.L.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.L
.
&
D
.&U
.E
.5' B.L.5' B.
L
.
5' B
.
L
.
5' B.
L
.5' B
.L
.
9'
TY
P
.20'TYP.9'TYP.20'
TYP
.
22'
TYP
.8'TYP.5' S
I
D
E
W
A
L
K
5' S
I
D
E
W
A
L
KCROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
CR
O
S
S
W
A
L
K
CROS
S
W
A
L
K
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
31' D.U.
&S.S.E
21' I.E.E.31' D.U.&S.S.E21' I.E.E.5' B.
L
.
&
D
.
&
U
.
E
.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o
o
o
o o
o
o o
o
o
o
o
o
o
o
o
o
o
o o o
o o o o o oo o oo o oSTEINBECK DRIVE
SHELDON
DR
IVE
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWC.A.#5
WW21' I.E.E.
21' I.E.E.
C.A.#2
C.A.#3
C.A.#1
C.A.#4
VAR. D.U.S.
&L.M.A.E.
FUTURE
AMENITY AREA
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1 (BMP)
833.00
835.58
837.02
839.40
817.0050' R/WPUBLIC50' R/WPUBLIC50' R/WPUBLICEMERGENCYSPILLWAY
> o o o > o o o
5' SI
D
E
W
A
L
K
10' BIKE
LANEKINZER AVE.KINZER AVE.TYP. WOOD BARRIER POST
(SEE DETAIL THIS SHEET)
(PRIVATE)30'(PR
IVATE
)24'TI
L
D
E
N
D
R
I
V
E
(PR
I
V
A
T
E
)
LA
G
E
R
F
I
E
L
D
D
R
I
V
E
(PRIVATE)VALENTINE DRIVEWWWWWTEMP. END
SECTION
INV.=834.86
845.0
842.2
842.0
841.5
841.6
843.7
842.9
843.4843.7
838.2
838.1
839.0
839.0
838.7
842.6
"S1"-"S1"
CROSS SECTION
838.97
SPILLWAY LAKE #1
T.O.B.
ELEV.=841.00
T.O.B.
ELEV.=841.00
LOT BUILDING ELEVATIONS AND DRIVE SLOPES
LOT #FFE GAR. LIP HIGH SIDE LOW SIDE
1 843.80 843.22 2.20%3.57%
2 844.31 843.73 2.20%6.67%
3 844.81 844.23 1.96%7.77%
4 845.30 844.72 6.37%5.10%
5 845.30 844.72 5.60%6.80%
6 845.30 844.72 2.20%4.60%
7 845.79 845.21 7.60%9.80%
8 845.79 845.21 4.83%5.83%
9 845.79 845.21 2.20%4.60%
10 846.16 845.58 5.20%7.40%
11 846.16 845.58 2.83%3.83%
12 846.16 845.58 2.20%4.40%
13 846.77 846.19 7.40%9.80%
14 846.77 846.19 4.83%5.67%
15 846.77 846.19 2.20%4.40%
16 846.81 846.23 2.20%3.00%
17 846.81 846.23 3.00%3.83%
18 846.81 846.23 6.00%8.20%
19 846.40 845.82 2.20%4.40%
20 846.40 845.82 5.00%6.20%
21 846.40 845.82 7.40%9.40%
22 846.58 846.00 8.00%10.80%
23 846.58 846.00 4.83%5.50%
24 846.58 846.00 2.20%4.40%
25 847.06 846.48 7.20%9.40%
26 847.06 846.48 4.67%5.50%
27 847.06 846.48 2.20%4.40%
28 849.13 848.55 8.20%10.80%
29 849.13 848.55 5.17%6.33%
30 849.13 848.55 2.20%4.80%
31 850.11 849.53 16.80%19.40%
32 850.11 849.53 10.00%12.67%
33 850.11 849.53 2.20%8.60%
34 848.68 848.10 2.20%4.80%
35 848.47 847.89 2.20%4.80%
LOT BUILDING ELEVATIONS AND DRIVE SLOPES
LOT #FFE GAR. LIP HIGH SIDE LOW SIDE
36 848.22 847.64 2.20%4.80%
37 848.20 847.62 2.20%10.80%
38 847.06 846.48 2.20%10.80%
39 846.58 846.00 2.20%5.80%
40 846.22 845.64 2.20%5.60%
41 845.87 845.29 2.20%5.80%
42 845.52 844.94 2.20%5.80%
43 845.18 844.60 2.20%5.40%
44 844.86 844.28 2.20%5.40%
45 844.28 843.70 2.20%4.40%
46 844.78 844.20 2.20%4.40%
47 844.98 844.40 2.20%4.40%
48 845.40 844.82 2.20%4.40%
49 845.20 844.62 2.20%4.60%
50 844.99 844.41 2.20%4.40%
51 846.12 845.54 2.20%4.40%
52 846.30 845.72 2.20%4.40%
53 846.40 845.82 2.20%2.20%
54 846.28 845.70 2.20%2.80%
55 846.47 845.89 2.20%4.60%
56 846.70 846.12 2.20%4.40%
57 846.91 846.33 2.20%4.60%
58 847.23 846.65 4.00%6.20%
59 847.23 846.65 2.20%3.40%
60 847.23 846.65 2.40%3.60%
61 847.23 846.65 4.40%6.60%
62 846.89 846.31 2.20%4.40%
63 846.89 846.31 5.20%7.40%
64 846.89 846.31 8.20%10.40%
65 846.89 846.31 11.20%13.40%
66 846.21 845.63 2.20%4.40%
67 846.21 845.63 5.20%7.40%
68 846.21 845.63 8.20%10.40%
69 846.21 845.63 11.20%13.40%DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ SITE DEVELOPMENT PLANC201
1" = 50 FT
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C200 Site Development Plan.dwg - C201Modified / By:June 29, 2018 4:24:19 PM / aguyonPlotted / By:July 17, 2018 2:41:13 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYKnow what's
R
TEMP
C.O.3'-0"3'-0"1'-4"
8"
CONCRETE
INFILL
TOPSOIL
COVER
1'-4"
8"
FRONT VIEW SIDE VIEW
TYPICAL WOOD BARRIER POST
NTS
6"X6" TREATED
WOOD POST @ 5' O.C.6"Denotes Construction Limits
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG
ALL COMMON AREAS)
»ADA RAMP TO BE INSTALLED
FOUNTAIN
EMERGENCY FLOOD ROUTE
LOT NUMBER
PAD ELEVATION
PROPOSED 6" UNDERDRAINS
FINISH FLOOR ELEVATION IS BASED OFF OF THE
BELOW
1. (1) FOOT ABOVE THE NEAREST UPSTREAM OR
DOWNSTREAM SANITARY MANHOLE,
WHICHEVER IS LOWEST.
2. 6" (0.5') ABOVE THE MLAG
MFPG MINIMUM FLOOD PROTECTION GRADE IS TWO (2)
FEET ABOVE THE 100-YEAR ELEVATION.
848.0
870
W
> o o o123.4
LAKE #1 AND BMP NOTE:
PROJECT MUST ACCEPT THE RISK THAT POND AND
BMP TREATMENT TRAIN MODIFICATIONS MAY BE
REQUIRED PRIOR TO FINAL DRAINAGE APPROVAL
THAT WOULD ALTER THE PROPOSED DESIGN.
POND WILL REQUIRE AN ACCEPTABLE LINER IF
PERMEABLE SOILS ARE ENCOUNTERED.
CROSS SECTION LAKE#1 (BMP)
EXISTING GRADE
3131
BOTTOM = 817.00
o o oN.P. = 833.00
ELEV.=841.00
T.O.B.
10'
831.00
NOT-TO-SCALE
ELEV.=841.00
T.O.B.
10'
OVER EXCAVATE
0.9" FOR SEDIMENT
ACCUMULATION
PROTECTIVE SIGNAGE
SEE DETAIL ON SHT. C307
1
4
1
4
5' POND PERIMETER
VEGETATION STRIP
(SEDGE MEADOW)
16' POND PERIMETER
VEGETATION STRIP
(MESIC PRAIRIE MIX)
16' POND PERIMETER
VEGETATION STRIP
(MESIC PRAIRIE MIX)
5' POND
PERIMETER
VEGETATION
STRIP (SEDGE
MEADOW)
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
EX 16" MA
I
N
EX 8"MAINMOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION
PORT-O-LET
FUEL OIL TANK
(DOUBLE WALL)
CONCRETE
WASHOUT AREA
CONSTRUCTION
DUMPSTER
POSTING SIGN
LOCATION
C.A.#5
C.A.#4
C.A.#7
C.A.#8
C.A.#6 DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C300
1" = 50 FT
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment
Control Devices"
SF SF SF
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C300Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:46:30 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
9.) GENERAL CONSTRUCTION SEQUENCE
1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on
the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours
prior to start of construction.
2.)ROORZLQJWKHUHTXLUHGSUHFRQVWUXFWLRQPHHWLQJWKHFRQWUDFWRUVKDOOFRQVWUXFWWKH³SRVWLQJLQIRUPDWLRQ
FHQWHU´RQWKH1RUWKHDVWVLGHRIWKHSURSRVHGFRQVWUXFWLRQHQWUDQFH7KHORFDWLRQRIWKHSRVWLQJLQIRUPDWLRQ
center is shown on Sheet C300-C301. The posting information center is the location where a copy of the
approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be
located. The contractor shall proceed to construct the construction entrance after all posting requirements
have been met.
3.Immediately following the installation of the construction entrance, the contractor shall construct the
maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C304.
4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout
area per the specifications on Sheet C304. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 and C301. The
details and specifications for silt fence installation are located on Sheet C304.
6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on
Sheet C300 and C301. The details and specifications for the drop inlet baskets and fiber mats on Sheet C304.
7.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKHFRQWUDFWRUVKDOOVWDUWVWULSSLQJWKH
existing top soil within the construction limits.
8.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200.
9.Contractor shall cut proposed swales. Swales shall be seeded and mulched immediately upon completion.
10.The Contractor shall install the proposed erosion control blanket in all swales as shown on Sheet C302. The
details and specifications for the erosion control blanket can be found on Sheet C304
11.Contractor shall excavate around existing manholes 24 & 26 and expose the proposed connection point for
the gravity sanitary sewer for this project.
12.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings
are encountered.
13.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the
installation of the water main.
14.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to
leaving the site.
15.Contractor shall install all concrete roll curb.
16.Contractor shall install all asphalt pavement.
17.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the
contractor to ensure that the trench area is seeded and mulched immediately following the installation of each
utility.
18.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other
areas that are illustrated on Sheets C302. The seed mixture and rate can be found on Sheet C302
19.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.
After the inspector approves the site conditions the contractor shall remove all temporary erosion control
practices.
20.The post-construction erosion control practices then become the responsibility of the developer of this
project.
21.The developer of this project shall continue to monitor this site for good house keeping on the
post-construction BMP's until a NOT is filed with IDEM.
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSF
TEMP. SOIL
STOCKPILE
SF
S
F
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFRISER PIPE
EX. 36"
EX 8" M
A
I
N
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
TEMP 12"
HDPE
SOUTH HALF OF
EX. POND SHALL BE
USED FOR TEMP.
SEDIMENT BASIN
C.A.#5
C.A.#2
C.A.#3
C.A.#1
C.A.#4
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C301
1" = 50 FT
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control
Devices"
SF SF SF
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C301Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:46:38 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
9.) GENERAL CONSTRUCTION SEQUENCE
1.The contractor shall schedule a Pre-construction meeting with the City of
Carmel prior to any constructing on the site being started. The contractor
and/or developer shall notify IDEM and the City of Carmel 48 hours prior to
start of construction.
2.Following the required pre-construction meeting the contractor shall construct
WKH³SRVWLQJLQIRUPDWLRQFHQWHU´RQWKH1RUWKHDVWVLGHRIWKHSURSRVHG
construction entrance. The location of the posting information center is shown
on Sheet C300-C301. The posting information center is the location where a
copy of the approved IDEM Rule 5 Permit, Approved SWPP Plan, signed
O&M Manual and Maintenance Logs are to be located. The contractor shall
proceed to construct the construction entrance after all posting requirements
have been met.
3.Immediately following the installation of the construction entrance, the
contractor shall construct the maintenance and refueling area. Please refer to
the maintenance and refueling area detail on Sheet C304.
4.After the maintenance and refueling area is constructed, the contractor shall
construct the concrete washout area per the specifications on Sheet C304.
Concrete washout shall not be required if concrete truck is equipped with
self-contained chute system, similar to system provided by Enviroguard, or
approved equal.
5.Prior to any earth moving the contractor shall install all silt fence as shown on
Sheet C300 and C301. The details and specifications for silt fence installation
are located on Sheet C304.
6.The contractor shall protect all existing inlets with drop inlet protection baskets
and fiber mats as shown on Sheet C300 and C301. The details and
specifications for the drop inlet baskets and fiber mats on Sheet C304.
7.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKH
contractor shall start stripping the existing top soil within the construction
limits.
8.The contractor shall proceed to grade the site. The material to grade the site
shall be excavated per the proposed cut & fills as shown on Sheet C200.
9.Contractor shall cut proposed swales. Swales shall be seeded and mulched
immediately upon completion.
10.The Contractor shall install the proposed erosion control blanket in all swales
as shown on Sheet C302. The details and specifications for the erosion control
blanket can be found on Sheet C304
11.Contractor shall excavate around existing manholes 24 & 26 and expose the
proposed connection point for the gravity sanitary sewer for this project.
12.The proposed storm sewer and sanitary sewer shall be installed concurrently
with each other when crossings are encountered.
13.Contractor shall install water main. The trench area shall be seeded and
mulched immediately following the installation of the water main.
14.The contractor shall prepare the sub-grade for the proposed road system. If
lime stabilization is the method chosen, dust shall be kept to a minimum. Dust
shall be removed from the construction vehicles prior to leaving the site.
15.Contractor shall install all concrete roll curb.
16.Contractor shall install all asphalt pavement.
17.Contractor shall have all other appropriate utilities installed. It is ultimately the
responsibility of the contractor to ensure that the trench area is seeded and
mulched immediately following the installation of each utility.
18.The contractor shall permanent seed all areas between the back of curb and the
constructed pads and all other areas that are illustrated on Sheets C302. The
seed mixture and rate can be found on Sheet C302
19.The contractor shall schedule a site inspection with the City of Carmel to
ensure that the site is stabilized. After the inspector approves the site
conditions the contractor shall remove all temporary erosion control practices.
20.The post-construction erosion control practices then become the responsibility
of the developer of this project.
21.The developer of this project shall continue to monitor this site for good house
keeping on the post-construction BMP's until a NOT is filed with IDEM.
838
834
10' W
EI
R
TEMPORARY SEDIMENT
BASIN DETAIL
NOT-TO-SCALE
ELEV.=837
ELEV.=836
837
837
838
838
838
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
EX 16" MA
I
N
EX 8"MAINMOHAWK WB LLC
MOHAWK WB LLC
EARTHWORK CONTRACTOR
SHALL INSTALL 20' x 150'
MIN. STONE ACCESS DRIVE
PRIOR TO CONSTRUCTION
PORT-O-LET
FUEL OIL TANK
(DOUBLE WALL)
CONCRETE
WASHOUT AREA
CONSTRUCTION
DUMPSTER
POSTING SIGN
LOCATION ASH DRIVE8'TYP.80' R/WPUBLIC5' SIDEWALK80' R/W
PUBLIC
80' R/W
PUBLIC
80' R/W
PUBLIC
21'21'80' R/
W
PUB
LI
C
21'
21'
22'
TY
P
.22'TYP.8'
TYP.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' BIKE LANE10' BIKE LANE10'
B
I
K
E
L
A
N
E10' BIKE LANE5' SI
D
E
W
A
L
K
5' S
I
D
E
W
A
L
K5' SIDEWALK20'5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B
.
L
.
5'
B
.
L
.
5'
B
.L
.5' B.L.5' B.L.5' B.L.22'TYP.8'
TYP.CROSSWALKCROSSWALK
CROSSWALK
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
31' D.U.
&S.S.E
21' I.E.E.
5' B.
L
.
&
D
.
&
U
.
E
.
5'
B
.L
.
&
D
.&U
.
E
.
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42TEMPLETON DRIVEPOWELL DRIVE KINZER AVE.KINZER AVE.KI
N
Z
E
R
A
V
E
.SHELDON DR
IVE
BARRYMORE DRIVEWWWW
WWWWWWWWWWWWWWWWWW
W
W
W
WWWWWWWWWWVAR. D.U.S.
&L.M.A.E.
C.A.#5
W WWC.A.#4
C.A.#7
C.A.#8
C.A.#6
VAR. D.U.S.
&L.M.A.E.ASTOR DRIVE(PUBLIC)5' S
I
D
E
W
A
L
K
(PRIVATE)(PRIVATE)(
PR
IVA
T
E
)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C302
1" = 50 FT
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
¾A9.Specific Points Where Stormwater Discharge Will Leave this Site:
This site will discharge to proposed lake and outlet to existing ditch,
ultimately to Cool Creek.
SF SF SF
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
PLACE IN THE FORM OF TEMPORARY SEEDING,
MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION
LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C302Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:46:50 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSF
TEMP. SOIL
STOCKPILE
S
F
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFRISER PIPE
EX. 36"
EX 8" M
A
I
N
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
TEMP 12"
HDPE
SOUTH HALF OF
EX. POND SHALL BE
USED FOR TEMP.
SEDIMENT BASINWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W80' R/WPUBLIC80' R/W
PUBLIC
21'
21'
80' R/W
PUBLIC 5' SIDEWALK5' SIDEWALK21'21'22'TYP.
8'
TYP.5' SIDEWALK5' SIDEWALK5' SIDEWALK10'
B
I
K
E
L
A
N
E
10' BIKE
LANE10' BIKE LANE80' R/W
PUBLIC
5' SI
D
E
W
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI
D
E
W
A
L
K
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEW
A
L
K5' B.L.5' B.L.5' B.L.
5' B.L.
5' B.L.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B
.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.L.
5'
B
.L
.5' B.L.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.L
.
&
D
.&U
.E
.5' B.L.5' B.
L
.
5' B.
L
.
5' B
.
L
.5' B
.L
.
9'
TY
P
.20'TYP.9'TYP.20'
TYP.
22'
TYP
.8'TYP.5' SI
D
E
W
A
L
K
5' S
I
D
E
W
A
L
KCROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
CR
O
S
S
W
A
L
K
CROS
S
W
A
L
K
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
31' D.U.
&S.S.E
21' I.E.E.31' D.U.&S.S.E21' I.E.E.5' B
.
L
.
&
D
.
&
U
.
E
.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o o
o
o o
o
o o
o
o o o
o
o
o
o
o
o
o o o o o oo o oo o oo o o1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
2241
42
43
44
50
49
48
51 52 53 54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
STEINBECK DRIVE
SHELDON
DR
IVE
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWC.A.#5
WW21' I.E.E.
21' I.E.E.
C.A.#2
C.A.#3
C.A.#1
C.A.#4
VAR. D.U.S.
&L.M.A.E.
FUTURE
AMENITY AREA
45
46
47
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1 (BMP)
833.00
835.58
837.02
839.40
817.0050' R/WPUBLIC50' R/WPUBLIC50' R/WPUBLICEMERGENCYSPILLWAY
> o o o > o o o
5' SI
D
E
W
A
L
K
10' BIKE
LANEKINZER AVE.KINZER AVE.TYP. WOOD BARRIER POST
(SEE DETAIL THIS SHEET)
(PRIVATE)30'(PR
IVATE
)24'TI
L
D
E
N
D
R
I
V
E
(PR
I
V
A
T
E
)
LA
G
E
R
F
I
E
L
D
D
R
I
V
E
(PRIVATE)VALENTINE DRIVEWWWWWDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C303
1" = 50 FT
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Temporary "Coconut Fiber Mat" or
Below Grade " Drop Inlet Protection Basket"
Temporary "Drop Inlet Protection Basket", "Sediment Control Devices"
¾A9.Specific Points Where Stormwater Discharge Will Leave this Site:
This site will discharge to proposed lake and outlet to existing ditch,
ultimately to Cool Creek.
SF SF SF
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
PLACE IN THE FORM OF TEMPORARY SEEDING,
MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION
LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C303Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:47:02 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
Denotes Rock Check Dam
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SFSFSFSFSFSFSFSF 8'TYP.80' R/WPUBLIC5' SIDEWALK80' R/W
PUBLIC
80' R/W
PUBLIC
80' R/W
PUBLIC
21'21'80' R/
W
PUB
LI
C
21'
21'
22'
TYP
.22'TYP.8'
TYP.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' BIKE LANE10' BIKE LANE10'
B
I
K
E
L
A
N
E10' BIKE LANE5' SI
D
E
W
A
L
K
5' SI
D
E
W
A
L
K5' SIDEWALK5' SIDEWALK20'5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.
L
.
5' B.L.
5'
B
.L
.
5' B
.
L
.5' B.L.5' B.L.5' B.L.22'TYP.8'
TYP.CROSSWALKCROSSWALK
CROSSWALK
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
31' D.U.
&S.S.E
21' I.E.E.
31' D.U.
&S.S.E
21' I.E.E.
5' B.
L
.
&
D
.
&
U
.
E
.
5'
B
.
L
.
&
D
.&U
.E
.
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
51 52 53 54TEMPLETON DRIVEPOWELL DRIVE KINZER AVE.KINZER AVE.KI
N
Z
E
R
A
V
E
.
SHELDON
DR
IVE
BARRYMORE DRIVEWWWW
WWWWWWWWWWWWWWWWWW
W
W
W
W
W
WWWWWWWWWWVAR. D.U.S.
&L.M.A.E.
C.A.#5
W WWC.A.#4
C.A.#7
C.A.#8
C.A.#6
VAR. D.U.S.
&L.M.A.E.ASTOR DRIVE(PUBLIC)5' SI
D
E
W
A
L
K
(PRIVATE)(PRIVATE)(PR
IVA
TE
)
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SFSFSFSFSFSFSFSF EX 16" M
A
I
N
EX 8"MAINMOHAWK WB LLC
MOHAWK WB LLC
8'TYP.80' R/WPUBLIC5' SIDEWALK80' R/W
PUBLIC
80' R/W
PUBLIC
80' R/W
PUBLIC
21'21'80' R/
W
PUB
LI
C
21'
21'
22'
TYP
.22'TYP.8'
TYP.5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SIDEWALK10' BIKE LANE10' BIKE LANE10'
B
I
K
E
L
A
N
E10' BIKE LANE5' SI
D
E
W
A
L
K
5' S
I
D
E
W
A
L
K5' SIDEWALK5' SIDEWALK20'5' B.L.5' B.L.5' B.L.5' B.L.5' B.L.5' B.
L
.
5' B.L.
5'
B
.
L
.
5'
B
.
L
.5' B.L.5' B.L.5' B.L.22'TYP.8'
TYP.CROSSWALKCROSSWALK
CROSSWALK
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.
31' D.U.
&S.S.E
21' I.E.E.
31' D.U.
&S.S.E
21' I.E.E.
5' B.
L
.
&
D
.
&
U
.
E
.
5'
B
.
L
.
&
D
.&U
.E
.
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
51 52 53 54TEMPLETON DRIVEPOWELL DRIVE KINZER AVE.KINZER AVE.KI
N
Z
E
R
A
V
E
.
SHELDON
DR
IVE
BARRYMORE DRIVEWWWW
WWWWWWWWWWWWWWWWWW
W
W
W
W
W
WWWWWWWWWWVAR. D.U.S.
&L.M.A.E.
C.A.#5
W WWC.A.#4
C.A.#7
C.A.#8
C.A.#6
VAR. D.U.S.
&L.M.A.E.ASTOR DRIVE(PUBLIC)5' S
I
D
E
W
A
L
K
(PRIVATE)(PRIVATE)(PR
IVA
TE
)DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C304
1" = 50 FT
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
PLACE IN THE FORM OF TEMPORARY SEEDING,
MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION
LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Denotes permanent seeding & mulch areas
Seeding rate:
Seeding mixture:
l30#/acre or 3#/l000 S.F.
25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S75 by North American Green
Seeding rate:
Seeding mixture:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C304Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:47:23 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
SFSFSFSFSFSFSFSFSFSFSF
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF5' POND PERIMETER VEGETATION
STRIP MESIC PRARIE MIX ALONG
W/ 16' POND PERIMETER
VEGETATION STRIP SEDGE
MEADOW
4" OF #53 STONE
OVER EXISTING
PARKING AND
PROPOSED 24' DRIVE8'TYP.WWWW W W W
WWW
W
W
W
W
W
W
W
W
W
W
W80' R/WPUBLIC80' R/W
PUBLIC
21'
21'
80' R/W
PUBLIC 5' SIDEWALK5' SIDEWALK21'21'22'TYP.
8'
TYP.
22'
TY
P
.5' SIDEWALK5' SIDEWALK5' SIDEWALK10'
B
I
K
E
L
A
N
E
10' B
IKE
LANE10' BIKE LANE80' R/W
PUBLIC
5' S
I
D
E
W
A
L
K
5' SI
D
E
W
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI
D
E
W
A
L
K
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEW
A
L
K
20'5' B.L.5' B.L.5' B.L.5' B.L.
5' B.L.
5' B.L.
5' B
.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.L.
5'
B
.
L
.5' B.L.5' B.L.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.L
.
&
D
.&U
.E
.5' B.L.5' B.
L
.
5' B.
L
.
5' B
.
L
.5' B
.L.
9'
TY
P
.20'TYP.9'TYP.20'
TYP.
22'
TYP
.8'TYP.5' SI
D
E
W
A
L
K
5' S
I
D
E
W
A
L
KCROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
CR
O
S
S
W
A
L
K
CROS
S
W
A
L
K
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
31' D.U.
&S.S.E
21' I.E.E.31' D.U.&S.S.E21' I.E.E.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.
L
.
&
D
.&U
.
E
.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o o
o
o
o
o
o o
o
o
o
o
o o
oo o
o
o o o o o oo o oo o oo o o1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
2440
41
42
43
44
50
49
48
51 52 53 54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
KI
N
Z
E
R
A
V
E
.
STEINBECK DRIVE
SHELDON
DR
IVE
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWC.A.#5
WW21' I.E.E.
21' I.E.E.
C.A.#2
C.A.#3
C.A.#1
C.A.#4
VAR. D.U.S.
&L.M.A.E.
FUTURE
AMENITY AREA
45
46
47
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1 (BMP)
833.00
835.58
837.02
839.40
817.0050' R/WPUBLIC50' R/WPUBLIC50' R/WPUBLICEMERGENCYSPILLWAY
> o o o > o o o
5' SI
D
E
W
A
L
K
10' BIKE
LANEKINZER AVE.KINZER AVE.TYP. WOOD BARRIER POST
(SEE DETAIL THIS SHEET)
(PRIVATE)30'(
PR
IVATE
)24'TI
L
D
E
N
D
R
I
V
E
(PR
I
V
A
T
E
)
LA
G
E
R
F
I
E
L
D
D
R
I
V
E
(PRIVATE)VALENTINE DRIVEWWWWWSFSFSFSFSFSFSFSFSFSFSF
SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF5' POND PERIMETER VEGETATION
STRIP MESIC PRARIE MIX ALONG
W/ 16' POND PERIMETER
VEGETATION STRIP SEDGE
MEADOW
EX 8" M
A
I
N
MOHAWK WB LLC
MOHAWK WB LLC
MOHAWK WB LLC
4" OF #53 STONE
OVER EXISTING
PARKING AND
PROPOSED 24' DRIVE8'TYP.WWWW W W W
WWW
W
W
W
W
W
W
W
W
W
W
W80' R/WPUBLIC80' R/W
PUBLIC
21'
21'
80' R/W
PUBLIC 5'
S
IDEWALK
5' SIDEWALK21'21'22'TYP.
8'
TYP.
22'
TY
P
.5' SIDEWALK5' SIDEWALK5' SIDEWALK10'
B
I
K
E
L
A
N
E
10' B
IKE
LANE10' BIKE LANE80' R/W
PUBLIC
5' S
I
D
E
W
A
L
K
5' SI
D
E
W
A
L
K
5' SIDEWALK5' SIDEWALK5' SIDEWALK5' SI
D
E
W
A
L
K
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK
5' SIDEW
A
L
K
20'5' B.L.5' B.L.5' B.L.5' B.L.
5' B.L.
5' B.L.
5' B
.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.
L
.
5' B.L.
5'
B
.
L
.5' B.L.5' B.L.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.L
.
&
D
.&U
.E
.5' B.L.5' B.
L
.
5' B.
L
.
5' B
.
L
.5' B
.L.
9'
TYP
.20'TYP.9'TYP.20'
TYP.
22'
TYP
.8'TYP.5' SI
D
E
W
A
L
K
5' S
I
D
E
W
A
L
KCROSSWALKCROSSWALK
CROSSWALK
CROSSWALK
CR
O
S
S
W
A
L
K
CROS
S
W
A
L
K
12'
VAR. D.U.S.
&L.M.A.E.
VAR. D.U.S.S.
&L.M.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
VAR. D.U.S.
&L.M.A.E.&
P.A.E.
31' D.U.
&S.S.E
21' I.E.E.31' D.U.&S.S.E21' I.E.E.5' B
.
L
.
&
D
.
&
U
.
E
.
5'
B
.
L
.
&
D
.&U
.
E
.o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o
o
o o
o
o o
o
o
o
o
o
o
o
o o
oo o
o
o o o o o oo o oo o oo o o1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
2440
41
42
43
44
50
49
48
51 52 53 54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
KI
N
Z
E
R
A
V
E
.
STEINBECK DRIVE
SHELDON
DR
IVE
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWC.A.#5
WW21' I.E.E.
21' I.E.E.
C.A.#2
C.A.#3
C.A.#1
C.A.#4
VAR. D.U.S.
&L.M.A.E.
FUTURE
AMENITY AREA
45
46
47
N.P.=
10 YEAR ELEV.=
2 YEAR ELEV.=
100 YEAR ELEV.=
BOTTOM ELEV.=
LAKE #1 (BMP)
833.00
835.58
837.02
839.40
817.0050' R/WPUBLIC50' R/WPUBLIC50' R/WPUBLICEMERGENCYSPILLWAY
> o o o > o o o
5' SI
D
E
W
A
L
K
10' BIKE
LANEKINZER AVE.KINZER AVE.TYP. WOOD BARRIER POST
(SEE DETAIL THIS SHEET)
(PRIVATE)30'(
PR
IVATE
)24'TI
L
D
E
N
D
R
I
V
E
(PR
I
V
A
T
E
)
LA
G
E
R
F
I
E
L
D
D
R
I
V
E
(PRIVATE)VALENTINE DRIVEWWWWWDATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C305
1" = 50 FT
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE
WITHOUT AN APPROVED STORM WATER MANAGEMENT
PERMIT.
ANY DISCHARGE OF CONTAMINATED WATER DUE
TO DEWATERING SHALL OUTLET THROUGH
EXISTING VEGETATION OR FILTER BAGS THAT
WILL NOT ADVERSELY IMPACT STORM WATER
QUALITY.
NOTE:
1. ANY ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED IN THE FIELD BY THE
INSPECTOR.
2. IF SITE REMAINS INACTIVE FOR A PERIOD OF 2
WEEKS, THEN STABILIZATION IS REQUIRED TO TAKE
PLACE IN THE FORM OF TEMPORARY SEEDING,
MULCH, OR SPRAY ON POLYMER.
3. CONTRACTOR TO STAY WITHIN CONSTRUCTION
LIMITS TO MAINTAIN VEGETATIVE BUFFER AREAS.
LEGEND
Denotes Silt Fence
Denotes Construction Limits
Denotes permanent seeding & mulch areas
Seeding rate:
Seeding mixture:
l30#/acre or 3#/l000 S.F.
25% creeping red fescue
35% perennial rye
40% Kentucky bluegrass
Denotes seeding w/fiber blanket #S75 by North American Green
Seeding rate:
Seeding mixture:
ll0#/acre or 2.5#/l000 S.F.
38% Kentucky 3l fescue
l9% perennial rye
l9% annual rye
l4% orchard grass
l0% Kentucky bluegrass
Denotes temporary seeding & mulching.
Seeding rate:
Seeding mixture:
50#/acre
100% perennial rye
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C305Modified / By:July 17, 2018 2:43:52 PM / aguyonPlotted / By:July 17, 2018 2:47:48 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYFOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
DENOTES DO NOT MOW OR SPRAY SIGN
(SEE DETAIL ON SHEET C306)
M
M
MMDenotes RIPRAP
M
M MDenotes Rock Check Dam
Denotes sedge meadow seed mix
w/fiber blanket #S150 by North American Green
Denotes mesic prairie seed mix
w/fiber blanket #S150 by North American Green
WET POND
NATIVE BANK
SEEDING DETAIL
5'16'Normal Poolo o oTop of BankMesic praire seed mix
To be placed adjacent to the sedge meadow mix
around entire perimeter of ponds as shown. See
dimensions this sheet. Requires erosion control
blanket (see seed mix chart sheet C308)
Spence sedge meadow seed mix
To be placed directly adjacent to the
permanent pool around entire pond
perimeter as shown. See dimensions this
sheet. Requires erosion control blanket (see
seed mix chart sheet C308)
Fiber Blanket
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C306
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
SITE NAME
PROJECT LOCATION
The property is located South of 126th Street and West of Keystone Parkway
/DWLWXGH
1/RQJLWXGH
:
OWNER'S INFORMATION
1.) WATERSHED HYDROLOGIC UNIT CODE (HUC)
05120201090030 Cool Creek-Grassy Branch/Little Cool Creek
13.) MATERIAL HANDLING AND SPILL PREVENTION PLAN
2.) LOCATION, DIMENSIONS, SPECIFICATIONS, AND CONSTRUCTION DETAILS OF EACH POST-CONSTRUCTION
STORMWATER QUALITY MEASURE
5.) DESCRIPTION OF OPERATION AND MAINTENANCE GUIDELINES FOR ALL POST-CONSTRUCTION
STORMWATER QUALITY MEASURES
3.) SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION
Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland
plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the
projects Water Quality and O&M manuals.
For Post Construction Storm Water Quality measures please see the O&M manual for this project along with the "Overall
Drainage and Water Quality Master Plan" prepared for The Legacy, East Carmel, LLC prepared by Williams Creek Consulting,
Inc., (approval to be implemented with subsequent construction).
2.) NAME OF ALL RECEIVING WATERS
3.) PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10 year)
Post-construction 10-year discharge: 1.988 cfs
4.) SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THIS SITE
There should be no potential discharges into the groundwater on this site.
5.) LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER (abandoned wells or sinkholes)
6.) SOILS MAP WITH DESCRIPTIONS AND LIMITATIONS
Soil information from the Hamilton County Soil Survey is shown on Sheet C307. This includes a copy of
the soil map, descriptions of the soils and a description of how this site will accommodate existing soil limitations.
7.) DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES
The following potential pollutant sources may be associated with construction activities on site:
1. Material storage areas (more specifically described below)
2. Construction waste material
3. Fuel storage areas and fueling stations
4. Exposed soils
5. Leaking vehicles and equipment
6. Sanitary waste from temporary toilet facilities
7. Litter
8. Windblown dust
9. Soil tracking off site from construction equipment
The following construction materials will be staged or stored on site at various points during
development of the site.
1. Structural fill
2. Road base
3. Concrete drainage pipe
4. Concrete culverts
5. Precast concrete manholes
Silt fences shall be installed with the contour of the slopes.
Max. Slope Length above Silt Fence (Ft.) Land Slope %
100
75
50
25
15
< 2
2-15
5-10
10-20
7-20
8.) TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES
b. For dimensions of these measures see sheets C300-303
d. For Construction details for these measures see sheet C307-C308.
a. Construction entrance will be in place prior to this phase of construction. Entrance is shown for
reference on Sheet C300 and C302. The contractor has the option to use one of several storm
sewer inlet protection methods, depending on the inlet location and the stage of construction.
Refer to Sheet C302-C303 for locations and refer to Sheet C307 for details. Manufactured
products such as the Dandy Bag or Catch-All products may also be used at the contractor's
discretion. Manufactured products shall be installed in accordance with the manufacturer's
specifications.
c. Detention basins shall be used to extend detention times to achieve stormwater quality. Rip Rap will be used at each of the stormwater outlets
where not connecting into existing manholes. Erosion control blankets will be utilized as grade-stabilization structures. Sheet flow areas
will be protected by seed and mulch or hydroseeding. Erosion control blankets will be installed on sloped areas where the slope exceeds 6:1
(horizontal to vertical). Silt fencing will be utilized to minimize runoff from construction areas as identified on Sheets C300.
e. Monitoring and maintenance guidelines:
9.) GENERAL CONSTRUCTION SEQUENCE
West of Proposed Lake
10.) LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS
11.) TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON
Refer to Sheet C307, within the Seasonal Soil Protection Chart.
12.) EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS
14.) OPERATOR'S INFORMATION
SWPPP FOR CONSTRUCTION SITES
SWPPP FOR POST-CONSTRUCTION
1.) DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE
4.) STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE
ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS
Solid Waste Disposal
No solid material, including building materials, is permitted to be discharged to surface waters or
buried on site. All solid waste materials, including disposable materials incidental to the
construction activity, must be collected in containers or closed dumpsters. The collection
containers must be emptied periodically and the collected material hauled to a landfill permitted by
the State and/or appropriate local municipality to accept the waste for disposal. Dumpsters and
A foreman or supervisor should be designated in writing to oversee, enforce, and instruct
construction workers on proper solid waste procedures.
Hazardous Waste
Whenever possible, minimize the use of hazardous materials and generation of hazardous wastes.
All hazardous waste materials will be disposed in the manner specified by federal, state, or local
regulations or by the manufacturer.
Use containment berms in fueling and maintenance areas and where potential for spills is high.
A foreman or supervisor should be designated in writing to oversee, enforce and instruct
construction workers on proper hazardous waste procedures. The location of any hazardous waste
storage areas should be indicated on the stormwater pollution prevention plan by the operator
following on-site location of the facility.
port-o-lets are not to be placed in the street.
Dust Control/Off-site Vehicle Tracking
During construction, water trucks should be used, as needed, by each contractor or subcontractor
to reduce dust. After construction, the site should be stabilized to reduce dust.
Construction traffic should enter and exit the site at a Construction Entrance with a rock pad or
equivalent device. The purpose of the rock pad is to minimize the amount of soil and mud that is
tracked into existing streets. If sediment escapes the construction site, off-site accumulations of
sediment must be removed at a frequency sufficient to minimize offsite impacts.
Inspection Schedule/Reporting
All impacted areas, as well as all erosion and sediment control devices, will be inspected every
seven (7) calendar days and within 24 hours after a rainfall of 0.5 inch or greater until an NOT is
issued. Inspection reports after rain events are to be submitted to the City of Carmel Engineering
Inspections shall be conducted and a written report prepared, by a designated and qualified person
familiar with the USEPA NPDES Storm Water General Permit, and the Project.
Inspection reports shall be completed including scope of the inspection, name(s) and qualifications
of personnel making the inspection, the date of the inspection, observations relating to the
implementation of the SWPPP, and any actions taken as a result of incidents of noncompliance
noted during the inspection. The inspection report should state whether the site was in compliance
or identify any incidents of noncompliance. The contractor shall keep a copy of the inspection
reports on site and permanently for a period of two years following construction. The on-site
reports may be requested by inspections conducted by the local MS-4.
Construction Entrance
Locations where vehicles exit the site shall be inspected for evidence of off-site sediment tracking.
Each contractor and subcontractor shall be responsible for maintaining the Construction Entrance
and other controls.
Material Storage Inspections
Inspectors must evaluate areas used for storage of materials that are exposed to precipitation.
The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot
discharge from storage areas. Off-site material storage areas used solely by the subject project
are considered to be part of the project and must be included in the erosion control plans and the
site inspection reports.
Soil Stabilization Inspections
Erosion and Sediment Control Inspections
All controls should be inspected at least once every seven (7) calendar days and following any
storm event of 0.5 inch or greater. The following is a list of inspection/maintenance practices that
will be used for specific controls:
1. Geotextiles/Erosion Control Mats: Missing or loose matting must be replaced or re-anchored.
2. Curb Inlet Protection shall be cleaned at least once per week and after every 0.5 inch rainfall
event.
3. Mulching: Inspected for thin or bare spots caused by natural decomposition or weather-related
events. Mulch in high traffic area should be replaced on a regular basis to maintain uniform
protection.
4. Silt Fence: Removal of built-up sediment will occur when the sediment reaches one-third the
height of the fence.
5. Stabilized Construction Entrance: Periodic regrading and top dressing with additional stones.
6. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is
established. Establish a watering and fertilizing schedule.
7. Good Housekeeping: Litter, construction debris, and construction chemicals exposed to
stormwater shall be prevented from becoming a pollutant source for stormwater discharges through
screening of outfalls and daily pickup of litter.
In the event that sediment escapes the construction site, off-site accumulations of sediment must
be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the
situation where sediment has washed into the street and could be carried into the storm sewers by
the next rainfall and/or pose a safety hazard to users of public streets.
Material Handling and Spill Prevention
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released, the
date of the release, the circumstances of the release, and the steps to be taken to prevent future
spills) to the local MS-4.
Compliance of the site with the General Construction Permit remains the responsibility of all
operators that have submitted an NOI until such time as they have submitted a Notice of
Termination (NOT). The permittee's authorization to discharge under the General Construction
Permit terminates at midnight of the day the NOT is signed.
All permittees must submit an NOT within thirty (30) days after one or more of the following
conditions have been met:
1. Final stabilization has been achieved on all portions of the site for which the permittee was
responsible.
2. Another operator/permittee has assumed control over all areas of the site that have not been
finally stabilized.
3. In residential construction operations, temporary stabilization has been completed and the
residence has been transferred to the homeowner.
The proposed land use will consist of single family residential houses. The pollutants and sources
of each pollutant normally expected from these types of land uses are listed below:
Pollutant Source: Passenger vehicles, delivery vehicles, and trucks
Type of Pollutant: Oil, gasoline, diesel fuel, any hydrocarbon associated with vehicular fuels and
lubricants, grease, antifreeze, windshield cleaner solution, brake fluid, brake dust, rubber, glass,
metal and plastic fragments, grit, road de-icing materials
Pollutant Source: Residence
Type of Pollutant: Cleaning solutions or solvents, leaks from HVAC equipment, grit from roof
drainage, aggregate or rubber fragments from roofing system
Pollutant Source: Trash dumpster
Type of Pollutant: Cleaning solutions or solvents, litter (paper, plastic, general refuse associated
with distributions operations), uneaten food products, bacteria
Pollutant Source: Roadway
Type of Pollutant: Any pollutant associated with vehicular sources, grit from asphalt wearing
surface, bituminous compounds from periodic maintenance (sealing, resurfacing and patching),
pavement de-icing materials, paint fragments from parking stall stripes, concrete fragments,
wind-blown litter from off-site sources, and elevated water temperatures from contact with
impervious surfaces
Pollutant Source: Lawn and landscape areas
Type of Pollutant: Fertilizers, soil, organic material (leaves, mulch, grass clippings) and pesticides
The anticipated pollution sources are the vehicles that will use these future facilities, including both
truck and passenger vehicle traffic. Possible pollutants include oil, gasoline, antifreeze and other
pollutants associated with vehicular traffic.
Department One, Civic Square, attention Storm Water Administrator.
Seeded areas will be inspected to confirm that a healthy stand of vegetation is maintained. The site has achieved final stabilization once all
proposed roads are covered with pavement. And the remainder of the site has a stand of vegetation with at least 70% of the background
vegetation density. The density of 70% or greater must be maintained to be considered as stabilized. The operator or their representative will
water, fertilize, and reseed disturbed areas as needed to achieve this goal.
10. Concrete wash-out
11. Groundwater Chemical oxygen demand and Iron.
Spill Response Directions
Discharge of hazardous substances or oil into stormwater is subject to reporting requirements. In
the event of a spill of a hazardous substance, the operator is required to notify the National
Response Center (1-800-424-8802) to properly report the spill. In addition, the operator shall
submit a written description of the release (including the type and amount of material released,
the date of the release, the circumstances of the release, and the steps to be taken to prevent
future spills) to the local MS-4. In the event of small spills, please contact the construction
supervisor. In the event of spills that require removal of soils or other materials, please contact
the construction supervisor, developer, County Surveyor's Office and the Local Fire Department. In
the event of spills that have potential groundwater or surface water contamination, please
contact the construction supervisor, developer, County Surveyor's Office, Local Emergency Response,
IDEM, and the City of Carmel Utility Department.
Hamilton County Surveyor: 317-776-8495
Carmel Fire Department: 317-571-2600
IDEM: 317-356-2411
Carmel Utilities: 317-571-2645
Cool Creek.
Local Emergency Response: 911
Refer to individual building lot detail on sheet C307.
Mohawk WB, LLC c/o Platinum Properties Management Co, LLC
9757 Westpoint Drive, Suite 600
Indianapolis, Indiana 46256
Contact: Edward E. Fleming
Phone: (317) 564-7301
a.Inlets/Sump Catch Basins - The proposed inlets will prevent large debris such as paper, trash and construction material from entering
the storm sewer. The sump catch basins (Str. #403, #422, #438, & #461 are storm structures constructed with a sump which serves as
a sediment storage basin that can be accessed and cleaned out when necessary. The inlet castings are also stamped with an
environmental protection stamp informing the public not to pollute the environment. Inlets and inlet castings specifications can be
found on Sheet C801.
b.Wet Pond: - The design and location of the wet pond is shown on sheet C200.
c.Pond Perimeter Vegetation - The location of the vegetated strip around the Wet Pond can be found on sheet C305. Seeding
specifications can be found on sheet C308.
d.BMP - One Structural BMP will be a component of the water quality for this project. The BMP is located between Storm Structures
#422 & #405. The BMP Structure #422A will be a CDS5678-10-C (see Sheet C201 for location). Please see details on Sheet C805
and the O & M Manual for further information on all structures.
1.The contractor shall schedule a Pre-construction meeting with the City of Carmel prior to any constructing on
the site being started. The contractor and/or developer shall notify IDEM and the City of Carmel 48 hours
prior to start of construction.
2.)ROORZLQJWKHUHTXLUHGSUHFRQVWUXFWLRQPHHWLQJWKHFRQWUDFWRUVKDOOFRQVWUXFWWKH³SRVWLQJLQIRUPDWLRQ
FHQWHU´RQWKH1RUWKHDVWVLGHRIWKHSURSRVHGFRQVWUXFWLRQHQWUDQFH7KHORFDWLRQRIWKHSRVWLQJLQIRUPDWLRQ
center is shown on Sheet C300-C302. The posting information center is the location where a copy of the
approved IDEM Rule 5 Permit, Approved SWPP Plan, signed O&M Manual and Maintenance Logs are to be
located. The contractor shall proceed to construct the construction entrance after all posting requirements
have been met.
3.Immediately following the installation of the construction entrance, the contractor shall construct the
maintenance and refueling area. Please refer to the maintenance and refueling area detail on Sheet C307.
4.After the maintenance and refueling area is constructed, the contractor shall construct the concrete washout
area per the specifications on Sheet C307. Concrete washout shall not be required if concrete truck is
equipped with self-contained chute system, similar to system provided by Enviroguard, or approved equal.
5.Prior to any earth moving the contractor shall install all silt fence as shown on Sheet C300 and C302. The
details and specifications for silt fence installation are located on Sheet C304.
6.The contractor shall protect all existing inlets with drop inlet protection baskets and fiber mats as shown on
Sheet C300 - C303. The details and specifications for the drop inlet baskets and fiber mats on Sheet C307.
7.:KHQWKH³H[LVWLQJ´VLWHFRQVWUXFWLRQOLPLWVDUHFRPSOHWHO\VWDELOL]HGWKHFRQWUDFWRUVKDOOVWDUWVWULSSLQJWKH
existing top soil within the construction limits.
8.Dewatering of the existing ponds must commence prior to grading the site. This will allow contractor to
establich the temp. sediment basin and associated temporary riser pipe to control sediment from leaving the
site. Dewatering of the ponds should be done by a floating intake and water shall be sent to a dewatering
filter bag or temp. sediment basin prior to any water leaving the site.
9.The contractor shall proceed to grade the site. The material to grade the site shall be excavated per the
proposed cut & fills as shown on Sheet C200 - C201.
10.Contractor shall excavate around the existing sanitary manhole and expose the proposed connection point for
the gravity sanitary sewer for this project.
11.The proposed storm sewer and sanitary sewer shall be installed concurrently with each other when crossings
are encountered.
12.Contractor shall install water main. The trench area shall be seeded and mulched immediately following the
installation of the water main.
13.The contractor shall prepare the sub-grade for the proposed road system. If lime stabilization is the method
chosen, dust shall be kept to a minimum. Dust shall be removed from the construction vehicles prior to
leaving the site.
14.Contractor shall install all concrete roll curb.
15.Contractor shall install all asphalt pavement.
16.Contractor shall have all other appropriate utilities installed. It is ultimately the responsibility of the
contractor to ensure that the trench area is seeded and mulched immediately following the installation of each
utility.
17.The contractor shall permanent seed all areas between the back of curb and the constructed pads and all other
areas that are illustrated on Sheets C304 - C305. The seed mixture and rate can be found on Sheet C307
18.The contractor shall schedule a site inspection with the City of Carmel to ensure that the site is stabilized.
After the inspector approves the site conditions the contractor shall remove all temporary erosion control
practices.
19.The post-construction erosion control practices then become the responsibility of the developer of this
project.
20.The developer of this project shall continue to monitor this site for good house keeping on the
post-construction BMP's until a NOT is filed with IDEM.
GRAMERCY SECTION 1
The area scheduled for construction is known as "Gramercy Section 1 (hereinafter referred
to as the "Project").
Mohawk WB, LLC c/o Platinum Properties Management Co, LLC
9757 Westpoint Drive, Suite 600
Indianapolis, Indiana 46256
Contact: Tim Berry
Phone: (317) 564-7301
This site will discharge to proposed Lake #1 and ultimately outlets to Cool Creek.
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C306Modified / By:July 17, 2018 12:34:51 PM / aguyonPlotted / By:July 17, 2018 12:43:04 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYPlease see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland
plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the
projects Water Quality and O&M manuals.
Please see construction sequence. Also the stormwater quality will be handled with wet ponds with perimeter vegetation, wetland
plugs on outlet pipes, along with Proposed Sump Catch Basins for this Section and such measures will be in conjunction with the
projects Water Quality and O&M manuals.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C307
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
STABILIZATION
PRACTICE
PERMANENT
SEEDING
DORMANT
SEEDING
SEEDING
SODDING
MULCHING
JAN. FEB. MAR. APR. MAY JUN. JUL. AUG. SEPT. OCT. NOV. DEC.
A *///////////* *///>
B > B >
E *////////* >
F** *//////////////* >
G >
SEASONAL SOIL PROTECTION CHART
MAINTENANCE
1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED
REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE
FOR THE NEXT RAIN.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL
BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE
THE DISTURBED AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE.
#4 GAGE WIRE
FILTER FABRIC
YARD
GRASS
SILT PROTECTION FOR
DITCH GRATE (NEENAH
R-4342) CASTINGS.
CASTING
DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS.
REMOVE SEDIMENT (BUT NOT BY FLUSHING) WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER.
INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NEEDED.
AFTER ALL AREAS DRAINING TO THESE AREAS
AFTER ALL AREAS DRAINING TO THESE AREAS
REMOVAL OF SILT FENCE
REMOVAL OF INLET PROTECTION
ARE STABILIZED
ARE STABILIZED
INLET PROTECTION AFTER EACH INLET IS PLACED
N/A
N/A
INSPECT AFTER EACH STORM EVENT.
THE AREA, AND RE-LAY AND STAPLE THE BLANKET.
DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET.
IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED
AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY.
IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST
IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE ACIDITY OR NUTRIENT DEFICIENCY
PROBLEMS. (CONTACT YOUR SWCD OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.)
REPAIR DAMAGED, BARE, OR SPARSE OR PATCHY, BY FILLING ANY GULLIES, RE-FERTILIZING, OVER - OR RE-
SEEDING AND MULCHING AFTER RE-PREPARING THE SEEDBED.
INSPECT PERIODICALLY, ESPECIALLY STORM EVENTS, UNTIL THE STAND IS SUCCESSFULLY ESTABLISHED.
(CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE: VIGOROUS DARK GREEN OR BLUISH-GREEN SEEDLINGS;
UNIFORM DENSITY WITH NURSE PLANTS, LEGUMES, AND GRASSES WELL INTERMIXED; GREEN LEAVES; AND THE
PERENNIALS REMAINING GREEN THROUGHOUT THE SUMMER, AT LEAST AT THE PLANT BASE.)
PLAN TO ADD FERTILIZER THE FOLLOWING SEASON ACCORDING TO SOIL TEST RECOMMENDATIONS.
IF NITROGEN DEFICIENCY IS APPARENT. (EXHIBIT 3.11-B SHOWS ONLY WHEAT/RYE FALL SEEDED.)
INSPECT PERIODICALLY AFTER PLANTING TO SEE THAT VEGETATIVE STANDS ARE ADEQUATELY ESTABLISHED; RE-
CHECK FOR EROSION DAMAGE AFTER STORM EVENTS AND REPAIR; RESEED AND MULCH IF NECESSARY.
TOPDRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS./ACRE OF NITROGEN IN FEBRUARY OR MARCH
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS,
BRING THE DISTURBED AREA TO GRADE, AND STABILIZE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR
INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT.
IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE
REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN.
INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE.
IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR
RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
EROSION CONTROL MATTING AFTER FINISH GRADING
PERMANENT SEEDING
TEMPORARY SEEDING
AFTER FINISH GRADING
AFTER ROUGH GRADING
RECOMMENDATIONS.
SEED IF NECESSARY.
SILT FENCE PRIOR TO CLEANING AND GRADING
IS CAUSING THE FABRIC TO BULGE.
AFFECTED PORTION IMMEDIATELY.
INSTALLATION SEQUENCE
STONE ENTRANCE
EROSION CONTROL MEASURE
PRIOR TO CLEANING AND GRADING
EROSION CONTROL NOTES
TOPDRESS WITH CLEAN STONE AS NEEDED.
MAINTENANCE
Rule 5 requires all disturbed areas likely to be idle for 15 day shall have surface stabilization applied. When weather
conditions prevent rapid germination of grass, then 2t/ac mulch will be used to ensure ground stabilization requirements
are met.
A = KENTUCKY BLUE GRASS 40 lbs./AC.: CREEPING RED FESCUE 40 lbs./AC.:
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 20lbs>/AC.
PLUS 2 TONS STRAW MULCH/AC. OR ADD ANNUAL RYEGRASS 30lbs>/AC.
B = KENTUCKY BLUE GRASS 60 lbs./AC.: CREEPING RED FESCUE 60 lbs./AC.:
C = SPRING OATS 3 BUSHEL/ACRE
D = WHEAT OR RYE 2 BUSHEL/ACRE
E = ANNUAL RYEGRASS 40 lbs./AC. (1 lb./1000 sq. ft.)
F = SOD
G = STRAW MULCH 2 TONS/ACRE-ANCHOR ALL MULCH BY CRIMPING OR
*///* = IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPT.
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD
TACKIFYING
Curb inlet protection mat
Plastic washers on ties
CURB INLET PROTECTION DETAIL
NOT-TO-SCALE
Plastic washers on ties
Runoff
accumulated sediments after every storm.
Inspect and repair as needed, and remove any1.
Seedbed Preparation for Permanent Seeding
1. Test soil to determine pH and nutrient levels. (Contact you county SWCD or
Cooperative Extension office for assistance and soils information, including available testing services.)
2. If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations.
3. Fertilize as recommended by the soil test. If testing was not done, consider applying 400-600 lbs./acre of 12-0-12
analysis, or equivalent, fertilizer. Do not use phosphorous containing fertilizer (12-12-12) unless soil tests show a
phosphorous deficency.
4. Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2-4 in. deep with a disk or rake
operated across the slope.
SILT FENCE INSTALLATION & SPECIFICATIONS
STORM WATER POLLUTION & PREVENTION NOTES:
(A) All storm water quality measures, including erosion and sediment control, necessary to comply
with this rule must be implemented in accordance with the plan and sufficient to satisfy subsection
(b).
(B) Provisions for erosion and sediment control on individual building lots regulated under the
original permit of a project site owner must include the following requirements:
(1) The individual lot operator, whether owning the property or acting as the agent of the
property owner, shall be responsible for erosion and sediment control requirements associated
with activities on individual lots.
(2) Installation and maintenance of a stable construction site access.
(3) Installation and maintenance of appropriate perimeter erosion and sediment control
measures prior to land disturbance.
(4) Sediment discharge and tracking from each lot must be minimized throughout the land
disturbing activities on the lot until permanent stabilization has been achieved.
(5) Clean-up of sediment must be redistributed or disposed of in a manner that is in
compliance with all applicable statutes and rules.
(6) Adjacent lots disturbed by and individual lot operator must be repaired and stabilized with
temporary or permanent surface stabilization.
(7) For individual residential lots, final stabilization meeting the criteria in section 7(b)(20) or
this rule will be achieved when the individual lot operator:
(A) completes final stabilization; or
(B) has installed appropriate erosion and sediment control measures for an individual lot prior to
occupation of the home by the homeowner and has informed the homeowner of the requirement for,
and benefits of, final stabilization. 7(b)(20) Final stabilization of a project site is achieved when:
(A) all land disturbing activities have been completed and a uniform (for example, evenly
distributed, without large bare areas) perennial vegetative cover with a density of seventy percent
(70%) has been established on all unpaved areas and areas not covered by permanent structures, or
equivalent permanent stabilization measures have been employed; and
(B) construction projects on land used for agricultural purposes are returned to its preconstruction
agricultural use or disturbed areas, not previously used for agricultural production, such as filter
strips and areas that are not being returned to their preconstruction agricultural use, meet the final
stabilization requirements in clause (A).> o o o> o o oCURB INLET PROTECTION> o o oSIDE-
WALK
CONSTRUCTION.
DRAINAGE SWALE
SIDE YARD
AREA TO BE TOP-
SOILED, SEEDED,
AND MULCHED
BY OWNER AT
COMPLETION OF
UTILIZATION
PERMANENT SEEDING
SOIL SALVAGE AND
PROTECTION
TOPSOIL
STOCKPILE
ENTRANCE/ EXIT
CONSTRUCTION
EXISTING CURB AND GUTTER
STREET
GARAGE
HOUSE
DROP INLET
PROTECTION
GRAVEL ENTRANCE/
EXIT PAD
CURB INLET
SILT FENCING
TREE CONSERVATION
DROP INLET
PROTECTION
CONSTRUCTION SEQUENCE FOR BUILDING SITE EROSION CONTROL PRACTICES
STOCKPILE
SUBSOIL
REAR YARD
> o o o> o o oDRAINAGE SWALE
PLAN LEGEND
FINISHED DRAINAGE
EXISTING DRAINAGE
PROPERTY LINE/
DRAINAGE SWALE
EROSION CONTROL
STORM WATER POLLUTION & PREVENTION DETAIL
NOT-TO-SCALE
GROWTH IS NOT
PALIMAR IS TO BE
USED IF GRASS
POSSIBLE.
BASKET
INDIVIDUAL LOT
NOTES:
1. EROSION/ SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED
THROUGHOUT CONSTRUCTION.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE.
3. CONTRACTOR TO CLEAN STREETS WHEN DIRT AND CONSTRUCTION DEBRIS IS EVIDENT.
4. PERIMETER PROTECTION SHOULD BE INSTALLED BEFORE EXCAVATION OF
BASEMENT/FOUNDATION HAS BEGUN. PERIMETER PROTECTION ON LOTS SHALL REMAIN IN PLACE
UNTIL THE LOT IS STABILIZED WITH AT LEAST 70% COVER. ALL TRASH AND CONSTRUCTION
DEBRIS SHALL BE DISPOSED PROPERLY INTO AN ENCLOSED WASTE RECEPTACLE.
OF EVERY WORK DAY
TO BE CLEANED AT END
CONCRETE WASHOUT SHALL NOT
BE REQUIRED IF CONCRETE TRUCK IS
EQUIPPED WITH A SELF-CONTAINED
CHUTE WASH SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD,
OR APPROVED EQUAL.
Curb Inlet Protection Mats
The Mat is designed to be attached over the top of the curb inlet grate with plastic cable ties (75# strength Min.). The overall
dimension of the mat shall allow for 2" beyond the water inlet perforations in the casting. The exception to this would be along the
top where the grate shall be exposed to allow overflow during heavy storm events. The composite curb inlet protection mat shall be
a machine-produced mat of 100% coconut fiber matrix incorporated into a permanent three-dimensional matting. There shall be 2
layers of matrix evenly distributed across the entire width of the matting. There shall be 4 layers of super heavy duty UV stabilized
polypropylene net with 0.5"x0.5" openings and 2 layers ultra heavy duty UV stabilized dramatically corrugated(crimped)
intermediate polypropylene netting with 0.5"x0.5" openings. The mat shall be stitched with UV stabilized polypropylene at 1.50"
spacing. This device should be used in conjunction with other BMP's to maximize the efficiency of the erosion control plan.
The mats are to be checked every two weeks and after every storm event for maintenance and/or repair and replacement.
NOT-TO-SCALE
CONSTRUCTION ENTRANCE DETAIL
20
150
8
TYPICAL FLAT/RECTANGULAR/ROLLED CURB
INLET FILTER
TYPICAL CURB BOX
INLET FILTER TYPICAL ROUND
INLET FILTER
2-PLY REPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRIC
LIFT HANDLES
STAINLESSSTEEL
CLAMPINGBAND
REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS
INSTALLATION:
1.
2.
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO
LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
3.REPLACE GRATE
STANDARD 2"OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM
CURB INLET SEDIMENT CONTROL DEVICE OR
ACCEPTABLE DEVICE BY CITY OF CARMEL WITH IN PUBLIC
RIGHT OF WAY
NTS
CONCRETE WASHOUT DETAIL
NOT-TO-SCALE
AROUND ENTIRE PERIMETER
HAY BALES STACKED
LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER. HAY BALESSTACKED 2 HIGHEXCAVATE 1.0'
INTO GROUND
ANCHOR PLASTIC LINING
OVER TOP OF BALES WITH
STAKES
SIGN TO DESIGNATE AREA AS
A WASHOUT FACILITY
NOTE: FACILITY TO BE LOCATED AWAY FROM STREAMS, PONDS, OR
OTHER DRAINAGE WAYS.
15.0'12.0'LINE ENTIRE WASHOUT WITH
IMPERMEABLE POLY-LINER.
NOTE: CONCRETE WASHOUT SHALL NOT BE REQUIRED IF CONCRETE
TRUCK IS EQUIPPED WITH SELF-CONTAINED CHUTE SYSTEM, SIMILAR TO
SYSTEM PROVIDED BY ENVIROGUARD, OR APPROVED EQUAL.
126TH STREET
KEYSTONE PARKWAYSOILS MAP
SCALE: 1"=500'
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
PORT-O-LET
Z
CONCRETE WASH
OUT AREA
CONSTRUCTION
DUMPSTER
FUEL OIL TANK
(DOUBLE WALL)
POSTING
SIGN
LOCATION
Z
SECTION "Z"-"Z"
#53 STONE
6" MIN.
3:1
LINE WITH GEOTEXTILE WOVEN FABRIC
FUELING & VEHICLE MAINTENANCE AREA
NOT-TO-SCALE
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C307Modified / By:July 17, 2018 12:34:51 PM / aguyonPlotted / By:July 17, 2018 12:43:18 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLYDO NOT MOW SIGN DETAIL
DO NOT MOW ORSPRAY
SIGNS ARE REQUIRED ON BOTH SIDE LIMITS OF BIO SWALES. INCLUDE PLANTING
SCHEDULE AND WHICH QUALIFIED NATIVE PLANTING PERSONNEL OR ORGANIZATION
WILL BE INSTALLING OR CONSULTED FOR INSTALLATION. OUTLETS TO PONDS USED
AS POST CONSTRUCTION WATER QUALITY BMP'S WILL NEED TO HAVE A DEDICATED
EASEMENT AND BE RECORDED AS SUCH ON THE PLAT WITH A SPECIFIC DESCRIPTION,
(i.e. SPECIFIC POND OUTLETS ARE TO BE PLANTED WITH A WET MESIC SEED MIX) THE
END GOAL IS TO ENSURE THAT EVEN THROUGH A CHANGE OF LAND OWERSHIP; THE
BMP WILL STILL BE RECORDED ON THE PLAT AND MAINTENANCE RESPONSIBILITY
WILL TRANSFER. ALSO, SPECIFY THAT ANY MODIFICATION TO THIS WATER QUALITY
BMP ON THE RECORDED PLAT WILL REQUIRE APPROVAL FROM THE PLANNING
COMMISION AND THE CITY OF CARMEL - MS4. GATHER SPECIFIC MAINTENANCE
PROCEDURE FOR THESE PLANTINGS AND FOR THE POND ITSELF, AND INCLUDE THEM
IN THE OPERATIONS AND MAINTENANCE MANUAL FOR THIS PROJECT.
SOILS LEGEND
Map Unit: Br- Brookston silty clay loam
This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft.
and is in depressions. Slopes are 0 to 2 percent. The native vegetation is water tolerant
grasses and hardwoods. The surface layer is silty clay loam and has moderate or high
organic matter content (2.0 to 5.0 percent). Permeability is moderately slow (0.2 to 0.6
in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (1 0.0
inches in the upper 60 inches). The pH of the surface layer in nonlimed areas is 6.1 to 7.3.
This soil is hydric. Wetness is a management concern for crop production. This soil
responds well to tile drainage.
Map Unit: CrA - Crosby silt loam, 0 to 2 percent slopes
This is a somewhat poorly drained soil and has a seasonal high watertable at 0.5 to 2.0 ft.
and is on rises on uplands. Slopes are 0 to 2 percent. The native vegetation is hardwoods.
The surface layer is silt loam and has moderately low or moderate organic matter content
(1.0 to 3.0 percent). Permeability is very slow ( < 0.06 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches).
The pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and wetness are
management concerns for crop production. This soil responds well to tile drainage.
Map Unit: MmB2- Miami silt loam, 2 to 6 percent slopes, eroded
This moderately well drained soil has a seasonal high watertable at 2.0 to 3.5 ft. and is on
sideslopes and rises on uplands. Slopes are 2 to 6 percent. The native vegetation is
hardwoods. The surface layer is silt loam and has moderately low organic matter content
(1.0 to 2.0 percent). Permeability is very slow(< 0.06 in/hr) in the most restrictive layer
above 60 inches. Available water capacity is low (5.9 inches in the upper 60 inches). The
pH of the surface layer in non-limed areas is 5.1 to 6.0. Droughtiness and water erosion are
management concerns for crop production.
Map Unit: MoC3- Miami clay loam, 6 to 12 percent slopes, eroded
This moderately sloping, deep, well drained soil is on knobs and breaks along streams and
drianageways on uplands. The mapped areas are irregular in shape and range from 3 to 35
acres in size.
DATEMARKREVISIONSBYCERTIFIED:S & A JOB NO.
SHEET NO.
DRAWN BY:CHECKED BY:672(33(/:(57+$/:$<621 (DVWWK6WUHHW)LVKHUV,1SKRQH ID[ C308
FOR EROSION CONTROL ONLY.
THIS SHEET TO BE USED
PERSON ONSITE RESPONSIBLE FOR EROSION CONTROL:
TIM BERRY
PHONE: (317) 564-7301
65840BKM-S1 SECTION 1KJJM BAH CLAY TOWNSHIPHAMILTON COUNTY, INDIANA04/20/2018&2
+
6
'
5
)
'
'
1
65 4
2
46'
9.'
&
'*8#&+4,#&0+0#+'')0+4'01+.#05
('241
56#6'1(
5
File Name:S:\65840BKM-S1\DWG\C300 Erosion Control Plan.dwg - C308Modified / By:July 17, 2018 12:34:51 PM / aguyonPlotted / By:July 17, 2018 12:43:21 PM / Andre GuyonAPPROVAL PENDING - NOT FOR CONSTRUCTIONGRAMERCY WESTPLANS FOR GRADING CONSTRUCTION ONLYSTREET AND UTILITY INFORMATION PROVIDED FOR REFERENCE ONLY1-1/2'1-1/2'
1 STAPLE
PER SQ. YD.PER SQ. YD.
1-1/2 STAPLES
PER SQ. YD.
2 STAPLES
PER SQ. YD.
3.5 STAPLES
FT.
150
200
250
100
50
25
75
225
275
A B C D
A
A
B
B
175
125
C
C C
C
B B
D
4:1 3:1 2:1 1:1 LOW MED/HIGH
FLOW
CHANNEL CHANNEL
FLOW
AND
SHORELINESLOPE GRADIENTSLOPE LENGTHSTAPLE PATTERNS APPLY TO ALL NORTH AMERICAN
GREEN EROSION CONTROL BLANKETS. STAPLE
PATTERNS WILL VARY DEPENDING UPON SLOPE
LENGTH, SLOPE GRADE, SOIL TYPE AND AVERAGE
ANNUAL RAINFALL.
20"
2'4'4'
3'
2'
4'
3'
3'
6'6'
3'3'
STAPLE PATTERN GUIDE
EROSION CONTROL BLANKET
(TO BE USED WHEN PUMPING DIRTY WATER)
DEWATERING FILTER BAG DETAIL
ANY DISCHARGE OF CONTAMINATED WATER DUE TO DEWATERING
SHALL OUTLET THROUGH EXISTING VEGETATION OR FILTER BAGS
THAT WILL NOT ADVERSELY IMPACT STORM WATER QUALITY.
PLANTING SCHEDULE FOR LAKE PERIMETER SEDGE MEADOW SEED
MIX
1. Installation shall be performed in mid to late
spring, specifically between April 1st and July 1st.
2. Hydrology shall be established prior to installation.
Detention pond must have an established pool level to utilize as a
reference for planting.
3. Surrounding uplands shall be stabilized with the
specified grass seed mix. No pre-emergent herbicides shall be
applied to surrounding turf during the six months prior to
installation and for at least 1 year following installation.
4. Two weeks (14 days) prior to seeding, apply a
glyphosate herbicide approved for use around
water (Rodeo) to the area to kill any existing lawn
grasses and other vegetation that may be present.
5. Following a complete kill of existing vegetation,
begin installation by tilling area to be seeded to a
depth of 3.0 inches. Till as close to the shoreline
as soil moisture conditions permit.
6. Begin spreading seed with a hand held or
mechanical broadcast spreader.
7. Lightly firm seedbed with a roller where soil
moisture permits. Do not roll areas where soil is
moist enough to stick to the roller.
8. Apply 1 width of erosion control blanket (North
American Green SC-150 or equivalent) starting
just above the normal waterline. Secure with 2
staples per square yard.
9. Mesic Praire Mix to be placed adjacent to the
sedge meadow mix around the entire perimeter of
the ponds. For seed mix area dimensions see
sheet C200 & C201 of the construction plans.
Consult Spence Restoration Nursery for installation questions or concerns (765)
286-7154